20161265 Ver 1_401 Application_20161216

ENERGY LAND & INFRASTRUCTURE
December 21, 2016
Asheville Regulatory Field Office9.J(y
U.S. Army Corps of Engineers'
151 Patton Avenue — Room 208 ��� x.•77
Asheville, NC 28801-5006
RE: REQUEST FOR NO NOTIFICATION PACKAGE
PIEDMONT NATURAL GAS, LINE D GAS LINE PROJECT
CATAWBA, BURKE AND CALDWELL COUNTIES, NORTH CAROLINA
l r i 61 265
D
'lel 2016
DEO-WATER RESOUR S
401 & BUFFER PERMITTING
Enclosed please find a Pre -Construction Notification (PCN) package for the Line D Gas Line Project in
Catawba, Burke and Caldwell Counties, North Carolina. The applicant for this project is Piedmont Natural
Gas, 4720 Piedmont Row Drive, Charlotte, North Carolina 28210 (Hickory Resource Center, 1921 8th
Ave. NW, Hickory, NC 28601)
The proposed pipeline will be an 8 -inch MDPE distribution pressure gas line that runs from Hickory to
Lenoir. The project will begin approximately 1,300 feet south of US 70 in Hickory and generally follows
US 321 north to an existing regulator station in Lenoir. This alignment will cross the Catawba River/Lake
Hickory approximately 1,000 feet west of US 321 (Hickory Blvd) with an 8 -inch MDPE line using a 16 -inch
coated steel pipe as casing. The river crossing and all stream crossings will be done by horizontal
directional drill (HDD) or conventional bore to avoid impacts. One stream crossing will be a temporary
construction equipment crossing (stream SR2). The majority of the project is within NCDOT right-of-way.
At this time, we are requesting a no -notification response for coverage under USACE Nationwide Permit
12 and for a 401 Water Quality Certification under the NC DENR Water Quality Certification No. 3884 due
to the minimization of impacts.
Enclosed please find the following parts of the request:
• Pre -Construction Notification (PCN) form and spreadsheet containing stream information
• One set of plans (11 "x1 T' size)
Agent Authorization Form
NCDOT Right-of-way Encroachment Agreement
Horizontal Directional Drill (HDD) Contingency Plan
The request for a Preliminary Jurisdictional Determination has been submitted separately by Rahlff Ingle
at Dial Cordy and Associates.
Thank you for your consideration of this application. If you have questions or need additional information
please contact me at [phone] or by email at [e-mail].
Sincerely,
ENERGY LAND & INFRASTRUCTURE, PLLC
Suzan B. Herron, P.E., CPESC
PE 0405
Enclosures
cc: NC DWQ, WBSCP Unit (5 sets)
1420 Donelson Pike. Suite A-12, Nashville. Tennessee 37217 www.Eli-lic.com GIS.383.G300
ENGINEERS • SURVEYORS • INFRASTRUCTURE • ENVIRONMENTAL

Office Use Only:
Corps action ID no.
DWQ project no.
Form Version 1.4 January 2009
Page 1 of 10
PCN Form — Version 1.4 January 2009
Pre -Construction Notification (PCN) Form
A.
Applicant Information
1.
Processing
1a. Type(s) of approval sought from the Corps:
❑X Section 404 Permit ❑ Section 10 Permit
1b. Specify Nationwide Permit (NWP) number: 12 or General Permit (GP) number: 3884
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):
❑X 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:
X❑ Yes ❑ No
For the record only for Corps Permit:
❑X 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 ❑X No
1h.
Is the project located within a NC DCM Area of Environmental Concern (AEC)?
❑ Yes ❑X No
2.
Project Information
2a.
Name of project:
Line D Gas Line Replacement Project
2b. County:
Catawba, Burke, Caldwell
2c.
Nearest municipality / town:
Hickory, Lenoir
2d.
Subdivision name:
I ---
2e.
NCDOT only, T.I.P. or state project no:
---
3.
Owner Information
3a.
Name(s) on Recorded Deed:
Piedmont Natural Gas easement and NCDOT right-of-way
3b.
Deed Book and Page No.
---
3c.
Responsible Party (for LLC if
applicable):
Mark Killian, Piedmont Natural Gas
3d. Street address:
4720 Piedmont Row Drive
3e. City, state, zip:
Charlotte, INC 28210
3f.
Telephone no.:
[phone], cell [phone]
3g.
Fax no.:
3h. Email address:
[e-mail]
Page 1 of 10
PCN Form — Version 1.4 January 2009

4. Applicant Information (if different from owner)
4a. Applicant is:
❑ Agent ❑X Other, specify: Party Responsible for Construction
4b. Name:
Mark Killian
4c. Business name
(if applicable):
Piedmont Natural Gas
4d. Street address:
1921 8th Ave NW
4e. City, state, zip:
Hickory, NC 28601
4f. Telephone no.:
[phone], cell [phone]
4g. Fax no.:
4h. Email address:
[e-mail]
5. Agent/Consultant Information (if applicable)
5a. Name:
Suzanne Herron
5b. Business name
(if applicable):
Energy Land & Infrastructure, PLLC
5c. Street address:
1420 Donelson Pike, Suite A-12
5d. City, state, zip:
Nashville, TN 37217
5e. Telephone no.:
[phone]
5f. Fax no.:
[phone]
5g. Email address:
[e-mail]
Page 2 of 10

B. Project Information and Prior Project History
1. Property Identification
1a. Property identification no. (tax PIN or parcel ID):
1 b. Site coordinates (in decimal degrees):
ILatitude: 35.718606 Longitude: -81.356958
1c. Property size:
48.06 acres
2. Surface Waters
2a. Name of nearest body of water to proposed project:
named streams and unnamed tribs (see attached)
2b. Water Quality Classification of nearest receiving water:
2c. River basin:
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 proposed alignment generally follows US 321 (Hickory Boulevard) from Hickory in Catawba County to Lenoir in Caldwell County. Land uses
generally consist of highway right-of-way, wooded areas, residential areas, commercial areas, and industrial areas. Additionally being crossed are
other utilities, roadways, and railroads.
3b. List the total estimated acreage of all existing wetlands on the property: 0.059
3c. List the total estimated linear feet of all existing streams (intermittent and perennial) on the property: 2,093
3d. Explain the purpose of the proposed project:
The proposed project will construct a new 8" natural gas line to replace an existing gas line.
3e. Describe the overall project in detail, including the type of equipment to be used:
The proposed project will construct a 8" natural gas line by open cut, horizontal directional drill (HDD), and conventional bore.
4. Jurisdictional Determinations
4a. Have jurisdictional wetland or stream determinations by the
Corps or State been requested or obtained for this property /
project (includingall prior phases)in the past?
❑X Yes ❑ No ❑ Unknown
Comments: Dial Cordy and Associates, Inc.
4b. If the Corps made the jurisdictional determination, what type
of determination was made?
❑X Preliminary E] Final
4c. If yes, who delineated the jurisdictional areas?
Name (if known): Rahlff Ingle
Agency/Consultant Company: Dial Cordy and Associates, Inc.
Other:
4d. If yes, list the dates of the Corps jurisdictional determinations or State determinations and attach documentation.
Field work was completed in August/September 2016. Determinations are ongoing.
S. Project History
5a. Have permits or certifications been requested or obtained for
this project (including all prior phases) in the past?
El Yes ❑X No ❑ Unknown
5b. If yes, explain in detail according to "help file" instructions.
6. Future Project Plans
6a. Is this a phased project?
❑ Yes ❑X No
6b. If yes, explain.
Page 3 of 10
PCN Form — Version 1.4 January 2009

C. Proposed Impacts Inventory
1. Impacts Summary
1 a. Which sections were completed below for your project (check all that apply):
0 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.
Wetland impact
number
Permanent (P) or
Temporary
2b.
Type of impact
2c.
Type of wetland
2d.
Forested
2e.
Type of jurisdiction
Corps (404,10) or
DWQ (401, other)
2f.
Area of
impact
(acres)
W1
Land Clearing
Bottomland Hardwood Forest
Yes/No
Corps
W2
Land Clearing
Bottomland Hardwood Forest
Yes/No
Corps
W3
Land Clearing
Bottomland Hardwood Forest
Yes/No
Corps
W4
Land Clearing
Bottomland Hardwood Forest
Yes/No
Corps
W5
Land Clearing
Bottomland Hardwood Forest
Yes/No
Corps
W6
Land Clearing
Bottomland Hardwood Forest
Yes/No
Corps
2g. Total Wetland Impacts:
2h. Comments:
See the attached spreadsheet.
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.
Stream impact
number
Permanent (P) or
Temporary (T)
3b.
Type of impact
3c.
Stream name
3d.
Perennial (PER) or
intermittent (INT)?
3e.
Type of
jurisdiction
3f.
Average
stream
width
(feet)
3g.
Impact
length
(linear
feet)
S1
Choose one
Corps
S2
Choose one
Corps
S3
Choose one
S4
Choose one
S5
Choose one
S6
Choose one
-
3h. Total stream and tributary impacts
3i. Comments:
See the attached spreadsheet.
Page 4 of 10
PCN Form — Version 1.4 January 2009

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 indivii ually 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
Choose one
Choose
O2
Choose one
Choose
03 -
Choose one
Choose
04
Choose one
Choose
4f. Total open water impacts
4g. Comments:
5. Pond or Lake Construction
If pond or lake construction proposed, the complete the chart below.
5a.
Pond ID number
5b.
Proposed use or
purpose of pond
5c. 5d. 5e.
Wetland Impacts (acres) Stream Impacts (feet) Upland
(acres)
Flooded Filled Excavated Flooded
Filled
Excavated
P1
Choose one
P2
Choose one
5f. Total:
0
5g. Comments:
5h. Is a dam high hazard permit required?
❑ Yes Q No If yes, permit ID no:
5i. Expected pond surface area (acres):
5j. Size of pond watershed (acres):
5k. Method of construction:
6. Buffer Impacts (for DWQ)
If project will impact a protected riparian buffer, then complete the chart below. If yes, then individually list all buffer impacts
below. If any impacts require mitigation, then you MUST fill out Section D of this form.
6a. Project is in which protected basin?
❑ Neuse ❑ Tar -Pamlico ❑X Catawba ❑ Randleman ❑ Other:
6b.
Buffer Impact
number —
Permanent (P) or
Temporary
6c.
Reason for impact
6d.
Stream name
6e.
Buffer
mitigation
required?
6f.
Zone 1
impact
(square
feet)
6g.
Zone 2
impact
(square
feet
131 T
Gas line crossing
Catawba River
No
0
0
B2
Yes/No
B3
Yes/No
B4
Yes/No
B5
Yes/No
B6 -
Yes/No
6h. Total Buffer Impacts:
0
0
6i. Comments. No impact because utility lines area an allowed use within the buffer and there will be no temporary or permanent loss of vegetation
within the buffer.
Page 5 of 10

D. Impact Justification and Mitigation
1. Avoidance and Minimization
1a. Specifically describe measures taken to avoid or minimize the proposed impacts in designing project.
Best management practices will be used for erosion control measures during the construction of the line across wetlands and streams. Additionally,
the use of horizontal directional drilling (HDD) will be used to avoid impacts at all streams.
1 b. Specifically describe measures taken to avoid or minimize the proposed impacts through construction techniques.
All stream and wetland crossings will be HDD bored. No vegetation will be removed at stream and wetland crossings.
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 Q 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:
3b. Credits Purchased (attach receipt and letter)
Type: Choose one
Type: Choose one
Type: Choose one
Quantity:
Quantity:
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:
linear feet
4c. If using stream mitigation, stream temperature:
Choose one
4d. Buffer mitigation requested (DWQ only):
square feet
4e. Riparian wetland mitigation requested:
acres
4f. Non -riparian wetland mitigation requested:
acres
4g. Coastal (tidal) wetland mitigation requested:
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.
Page 6 of 10
PCN Form — Version 1.4 January 2009

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 QX 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:
o
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 7 of 10

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 ❑X 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.
❑ Yes ❑ No
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 ❑X No
2c.
If this project DOES NOT require a Stormwater Management Plan, explain why:
This project will have less than 24% impervious area since it is an underground pipeline.
2d.
If this project DOES require a Stormwater Management Plan, then provide a brief, narrative description of the plan:
2e.
Who will be responsible for the review of the Stormwater Management Plan?
3.
Certified Local Government Stormwater Review
3a.
In which localgovernment's jurisdiction is thisproject?
Multiple
❑ Phase II
❑ NSW
3b.
Which of the following locally -implemented stormwater management programs
❑ USMP
apply (check all that apply):
❑ Water Supply Watershed
❑ Other:
3c.
Has the approved Stormwater Management Plan with proof of approval been
❑Yes 0 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
❑ Yes ❑ No
attached?
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 8 of 10
PCN Form — Version 1.4 January 2009

F.
Supplementary Information
1.
Environmental Documentation (DWQ Requirement)
la.
Does the project involve an expenditure of public (federal/state/local) funds or the
❑ Yes X❑ 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
❑ Yes ❑ No
letter.)
Comments:
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 X❑ No
or Riparian Buffer Rules (15A NCAC 2B.0200)?
2b.
Is this an after -the -fact permit application?
❑Yes Q No
2c.
If you answered 'yes" to one or both of the above questions, provide an explanation of the violation(s):
3.
Cumulative Impacts (DWQ Requirement)
3a. Will this project (based on past and reasonably anticipated future impacts) result in
❑Yes Q 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.
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.
No wastewater will be generated.
Page 9 of 10
PCN Form —Version 1.4 January 2009

5. Endangered Species and Designated Critical Habitat (Corps Requirement)
5a. Will this project occur in or near an area with federally protected species or
0 Yes ❑ No
habitat?
5b. Have you checked with the USFWS concerning Endangered Species Act
X❑ Yes ❑ No
impacts?
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?
Dwarf -flowered heartleaf is located within the project footprint. The heartleaf will not be impacted due to HDD bores at those locations.
6. Essential Fish Habitat (Corps Requirement)
6a. Will this project occur in or near an area designated as essential fish habitat?
❑ Yes ❑X No
6b. What data sources did you use to determine whether your site would impact Essential Fish Habitat?
South Atlantic Fishery Management Council (SAFMC) at www.safmc.net.
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?
8. Flood Zone Designation (Corps Requirement)
—T—
8a. Will this project occur in a FEMA -designated 100 -year floodplain?
❑X Yes ❑ No
8b. If yes, explain how project meets FEMA requirements:
The project will cross 100 -year floodplains and regulated floodways of named and unnamed drainage features. The project will not reduce the storage
volume of any of the flood plains/floodways due to the inherent construction techniques at drainage ways.
8c. What source(s) did you use to make the floodplain determination?
FEMA mapping at msc.fema.gov.
'r
Suzanne Herron, P.E.
12/20/2016
Applicant/Agent's Printed NameIcant/Agent's
Signature
Date
(Age's sig ture is valid only if an authorization
om the applicant isprovided.)
Page 10 of 10

LINE D WETLAND/STREAM FLAGS
STREAMS
Length
Area of
Wetland
Stream
Stream
Bank
of
Stream
Plat Sheet /
ID
Flags
Width (ft)
Height
Stream
Crossing
IFC Plan
Notes
(ft)
Crossing
(SF)
Sheet
LF
SB
S131-4
8-10
5-8
21
189
4/19
HDD bore
SE5/5b/5c = trib
SE
SE1-5, 5b, 5c,
6-8
1-2
20
140
7/25
of main channel,
6-15
HDD bore
Catawba
SD1, SF1,
1230
24,600
7-8/26-27
HDD bore
River
SG1
SN
SN2-7
1-2
1
29
58
12/36
SN1 omitted,
HDD bore
Partially
SO
SO1-3
2-3
1-3
10
30
12/37
culverted, HDD
bore
Partially
SP
SP1 -3
3
1-2
5
15
12/38
culverted, HDD
bore
Partially
SQ
SQ1a, 1-3
8-10
2
20
180
13/39
culverted, HDD
bore
SRb1 connects to
SR2 = trib of
SR1
SR1-4
2-3
1-2
21
63
14/42
main channel,
Conventional
bore
SRB
SRb1
2-3
1-2
23
69
14/42
Conventional
bore
Pullback
SR2
SR4-6
2-3
1-2
30
90
14/42
easement,
Temporary
crossing
Labeled Stream
SJJ
SJJ1-8
3
5-6
38
114
15/44
SIJ in plans, HDD
bore
SII
Sill -11
15
4-5
22
330
15/44
HDD bore
ST1
ST1-24
3-5
3-6
21
84
17/49
HDD bore
ST2
ST1-24
3-5
3-6
60
240
17/49
HDD bore
ST3
ST1-24
3-5
3-6
45
180
17/49
HDD bore
SU
SU1-4
20
3
20
400
17/49
HDD bore

LINE D WETLAND/STREAM FLAGS
STREAMS
Length
Area of
Wetland
Stream
Stream
Bank
of
Stream
Plat Sheet /
ID
Flags
Width (ft)
Height
Stream
Crossing
IFC Plan
Notes
(ft)
Crossing
(SF)
Sheet
LF
SW
SW1-4
3
1-3
20
60
18/52
HDD bore
SV1
SV1-16
5-6
4
129
1587
18/52
HDD bore
SV2
SV1-16
5-6
4
77
462
18/52
HDD bore
SLL
SLI
3-4
4-5
21
84
21/59
SLL3 omitted,
-1-5
HDD bore
SBB
SB131-4
3-4
4
33
132
22/59
HDD bore
SCC
SCC1-5
20
6-8
20
400
23/62
HDD bore
SDD
SDD1-4
10-15
3-4
20
260
25/67
HDD bore
Mislabeled as
SGG
SGG1-3
3
6-8
100
300
25/67
Stream SFF on
plat, HDD bore
Partially
SFF
SFF1-5
12
5-8
37
444
25/68
culverted, HDD
bore
SMM
SMM1-7
10-15
6
21
273
28/73
HDD bore
WETLANDS
Area of
Wetland Plat
Wetland
Flags
Wetland
Sheet / IFC
Notes
ID
Crossing
Plan Sheet
SF
WF
WF1-7
115
7/26
WF1 and WF7 contiguous with
stream channel,
HDD bore
WH
WH1-3
178
15/44
WH1 and WH3 connect to stream channel, HDD
bore
WI
W11-7
619
15/44
W11 = SJJ6, HDD bore
WE
WE1-4
875
18/52
WE1 connects to SV8, HDD bore
WD
WD1, 2a, 2b,
799
18/52
WD1 contiguous with stream channel
3-7
WD8 connects to SW1, HDD bore

ENERGY LAND & INFRASTRUCTURE
AGENT AUTHORIZATION FORM
Date: September 16, 2016
Project Information
Project Name: Line D Gas Line Replacement Project
Type of Project: Installation of new natural gas line
Location: Catawba, Burke, and Caldwell Counties, NC
Property Owner/Representative Information
Business Name:
Mailing Address:
City, State, Zip Code:
Telephone No.:
Contact Name:
Agent Information
Business Name:
Street Address:
City, State, Zip Code:
Telephone No.:
Contact Name:
Authorization
Piedmont Natural Gas
4720 Piedmont Row Drive
Charlotte, NC 28210
[phone]
Mr. Mark Killian, Senior Construction Project Coordinator
Energy Land & Infrastructure, PLLC
1420 Donelson Pike, Suite Al2
Nashville, TN 37217
[phone]
Suzanne Herron
I, Mark Killian of Piedmont Natural Gas hereby authorize Energy Land &
Infrastructure, PLLC to act as agent with the U.S. Army Corps of Engineers and the N.C.
Division of Water Quality pursuant to obtaining the necessary Section 10/404/401 /Buffer
permits, as applicable, related to the above -referenced project(s).
Signature: /l/LGtM , V
Date: Vz /LO
1420 Dong lson Pikc, Suitc A -Ir. N.-v;hvillc.'1'cnnc:. scc 37P-17 www.cli-lic.com 615.383,6300
ENGINEERS a SURVEYORS • INFRASTRUCTURE • ENVIRONMENTAL

STATE PROJECT
ROUTE US 321 - Hickory Blvd FEDERAL PROJECT
U-4700
STATE OF NORTH CAROLINA
COUNTY Catawba, Burke, Caldwell
DEPARTMENT OF TRANSPORTATION RIGHT OF WAY
-AND- ENCROACHMENT AGREEMENT
Piedmont Natural Gas INTERSTATE AND OTHER CONTROLLED
1921 8th Avenue NW, Hickory, NC 28603 NovACCESS HIGHWAYS
THIS AGREEMENT, made and entered into this the �5 day of N . , 20 16 by and between the Department
of Transportation, party of the first part; and Piedmont Natural
party of the second part,
WITNESSETH
THAT WHEREAS, the party of the second part desires to encroach on the right of way of the public road designated as
Route(s) US 321 — Hickory Boulevard , located Beginning 1300' south of the US 70/US 321
Interchange in Hickory, NC and run northward to Bluffington St in Lenoir, NC for a distance of 15.75 miles.
with the construction and/or erection of: an 8 -inch plastic Medium Density PE 2406 SDR 11.5 distribution pipe, operating
at 60 psi, natural gas line. A majority of the line will be installed by open cut. NCDOT Roads will be crossed utilizing
place and areas under pavement will be filled with grout, per NCDOT standards.
WHEREAS, it is to the material advantage of the party of the second part to effect this encroachment, and the party of
the first part in the exercise of authority conferred upon it by statute, is willing to permit the encroachment within the limits of the
right of way as indicated, subject to the conditions of this agreement;
NOW, THEREFORE, IT IS AGREED that the party of the first part hereby grants to the party of the second part the right
and privilege to make this encroachment as shown on attached plan sheet(s), specifications and special provisions which are
made a part hereof upon the following conditions, to wit:
That the installation, operation, and maintenance of the above described facility will be accomplished in accordance with
the party of the first part's latest POLICIES AND PROCEDURES FOR ACCOMMODATING UTILITIES ON HIGHWAY
RIGHTS-OF-WAY, and such revisions and amendments thereto as may be in effect at the date of this agreement. Information
as to these policies and procedures may be obtained from the Division Engineer or State Utility Agent of the party of the first
part.
That the said party of the second part hereby agrees that access for servicing its facilities will be limited to access via (a)
frontage roads where provided, (b) nearby or adjacent public roads and street, or (c) trails along or near the highway right of
way lines, connecting only to an intersecting road; from any one or all of which entry may be made to the outer portion of the
highway right of way. The party of the second part's rights of access to the through -traffic roadways and ramps shall be subject
to the same rules and regulations as apply to the general public, except if an emergency situation occurs, and the usual means
of access for service operation as herein provided will not permit the immediate action required by the party of the second part
in making emergency repairs as required for the safety and welfare of the public, the party of the second part shall have a
temporary right of access to and from the through -traffic roadways and ramps as necessary to accomplish the required
emergency repairs, provided that the party of the second part complies with the regulations established by the party of the first
part for policing and control to protect the highway users.
That the said party of the second part binds and obligates himself to install and maintain the encroaching facility in such
safe and proper condition that it will not interfere with or endanger travel upon said highway, nor obstruct nor interfere with the
proper maintenance thereof, to reimburse the party of the first part for the cost incurred for any repairs or maintenance to its
roadways and structures necessary due to the installation and existence of the facilities of the party of the second part, and if at
any time the party of the first part shall require the removal of or changes in the location of the said facilities, that the said party
of the second part binds himself, his successors and assigns, to promptly remove or alter the said facilities, in order to conform
to the said requirement, without any cost to the parry of the first part.
That the party of the second part agrees to provide during construction and any subsequent maintenance proper signs,
signal lights, flagmen and other warning devices for the protection of traffic in conformance with the latest Manual on Uniform
Traffic Control Devices for Streets and Highways and Amendments or Supplements thereto. Information as to the above rules
and regulations may be obtained from the Division Engineer of the party of the first part.
That the party of the second part hereby agrees to indemnify and save harmless the party of the first part from all
damages and claims for damage that may arise by reason of the installation and maintenance of this encroachment.
That the party of the second part agrees to restore all areas disturbed during installation and maintenance to the
satisfaction of the Division Engineer of the party of the first part. The party of the second part agrees to exercise every
reasonable precaution during construction and maintenance to prevent eroding of soil; silting or pollution of rivers, streams,
lakes, reservoirs, other water impoundments, ground surfaces or other property; or pollution of the air. There shall be
compliance with applicable rules and regulations of the North Carolina Division of Environmental Management, North Carolina
Sedimentation Control Commission, and with ordinances and regulations of various counties, municipalities and other official
agencies relating to pollution prevention and control. When any installation or maintenance operation disturbs the ground
surface and existing ground cover, the party of the second part agrees to remove and replace the sod or otherwise reestablish
the grass cover to meet the satisfaction of the Division Engineer of the parry of the first part.
FORM R/W 16.2
Rev. July 1, 1977 Page 1 of 3

That the party of the second part agrees to assume the actual cost of any inspection of the work considered to be necessary by
the Division Engineer of the party of the first part.
That the party of the second part agrees to have available at the construction site, at all times during construction, a copy
of this agreement showing evidence of approval by the party of the first part. The party of the first part reserves the right to stop
all work unless evidence of approval can be shown.
Provided the work contained in this agreement is being performed on a completed highway open to traffic; the party of
the second part agrees to give written notice to the Division Engineer of the party of the first part when all work contained herein
has been completed. Unless specifically requested by the party of the first part, written notice of completion of work on highway
projects under construction will not be required.
That in the case of noncompliance with the terms of this agreement by the party of the second part, the party of the first
part reserves the right to stop all work until the facility has been brought into compliance or removed from the right of way at no
cost to the party of the first part.
That it is agreed by both parties that this agreement shall become void if actual construction of the work contemplated
herein is not begun within one (1) year from the date of authorization by the party of the first part unless written waiver is
secured by the party of the second part from the party of the first part.
During the performance of this contract, the second party, for itself, its assignees and successors in interest (hereinafter
referred to as the "contractor'), agrees as follows:
Compliance with Regulations: The contractor shall comply with the Regulations relative to nondiscrimination in Federally -
assisted programs of the U. S. Department of Transportation, Title 49, Code of Federal Regulations, Part 21, as they may be
amended from time to time, (hereinafter referred to as the Regulations), which are herein incorporated by reference and made
a part of this contract.
a. Nondiscrimination: The contractor, with regard to the work performed by it during the contract, shall not
discriminate on the grounds of race, color, or national origin in the selection and retention of subcontractors,
including procurements of materials and leases of equipment. The contractor shall not participate either directly
or indirectly in the discrimination prohibited by Section 21.5 of the Regulations, including employment practices
when the contract covers a program set forth in Appendix B of the Regulations.
b. Solicitations for Subcontracts. including Procurements of Materials and Equipment: In all solicitations either by
competitive bidding or negotiation made by the contractor for work to be performed under a subcontract,
including procurements of materials or leases of equipment, each potential subcontractor or supplier shall be
notified by the contractor of the contractors obligations under this contract and the Regulations relative to
nondiscrimination on the grounds of race, color, or national origin.
c. Information and Reports: The contractor shall provide all information and reports required by the Regulations, or
directives issued pursuant thereto, and shall permit access to its books, records, accounts, other sources of
information, and its facilities as may be determined by the Department of Transportation or the Federal Highway
Administration to be pertinent to ascertain compliance with such Regulations or directives. Where any
information required of a contractor is in the exclusive possession of another who fails or refuses to furnish this
information, the contractor shall so certify to the Department of Transportation, or the Federal Highway
Administration as appropriate, and shall set forth what efforts it has made to obtain the information.
d. Sanctions for Noncompliance: In the event of the contractors noncompliance with the nondiscrimination
provisions of this contract, the Department of Transportation shall impose such contract sanctions as it or the
Federal Highway Administration may determine to be appropriate, including, but not limited to,
(1) withholding of payments to the contractor under the contract until the contractor
complies, and/or
(2) cancellation, termination or suspension of the contract, in whole or in part.
e. Incorporation of Provisions: The contractor shall include the provisions of paragraphs "a" through "f" in every
subcontract, including procurements of materials and leases of equipment, unless exempt by the Regulations, or
directives issued pursuant thereto. The contractor shall take such action with respect to any subcontract or
procurement as the Department of Transportation or the Federal Highway Administration may direct as a means
of enforcing such provisions including sanctions for noncompliance: Provided, however, that, in the event a
contractor becomes involved in, or is threatened with, litigation with a subcontractor or supplier as a result of
such direction, the contractor may request the Department of Transportation to enter into such litigation to
protect the interests of the State, and, in addition, the contractor may request the United States to enter into
such litigation to protect the interests of the United States.
RM (162): Party of the Second Part certifies that this agreement is true and accurate copy of the form
RNV (162) incorporating all revisions to date.
IN WITNESS WHEREOF, each of the parties to this agreement has caused the same to be executed the day and year first
above written.
DEPARTMENT OF TRANS OR TION
BY:
ATT ST OR WITNE m • ' " �r�� CCX}i�
I:fIIIFT.1
Tom Ellis
Senior Distribution Project Specialist Operations Manager
Second Party
Page 2 of 3

INSTRUCTIONS
When the applicant is a corporation or a municipality, this agreement must have the corporate seal and be attested
by the corporation secretary or by the empowered city official, unless a waiver of corporate seal and attestation by
the secretary or by the empowered City official is on file in the Raleigh office of the Manager of Right of Way. In the
space provided in this agreement for execution, the name of the corporation or municipality shall be typed above the
name, and title of all persons signing the agreement should be typed directly below their signature.
When the applicant is not a corporation, then his signature must be witnessed by one person. The address should
be included in this agreement and the names of all persons signing the agreement should be typed directly below
their signature.
GENERAL REQUIREMENTS
Wherever possible, freeway crossing should be parallel to and within the prevailing right of way of intersecting
roads.
Crossings should be as near as possible normal to the center line of the freeway.
Parallel encroachments will not be permitted except outside of control of access lines.
The Department's Division Engineer should be given notice by the applicant prior to actual starting of
installations included in this agreement.
For Overhead Wire Lines
1. Minimum vertical clearances of overhead wires above all roadways must conform to clearances set out in the
National Electric Safety Code.
2. Supporting poles or structures must be clear of control of access lines, and be at least 30 feet clear of the
edge of shoulders of through lanes and 20 feet clear of the shoulders of interchange ramps.
For Underground Utilities
1. Open -cut installation for crossings will be permitted only when a highway project is in rough grading stage prior
to paving. Generally, on rough grading projects, open -cut will not be permitted in fills of over 10 feet in depth
and back filled material must be compacted to maximum density meeting Department requirements.
2. Encasements under an existing freeway must be installed by means of tunneling, jacking, or boring and any
voids outside the encasement must be filled with lean concrete grout and the ends of encasements be
satisfactorily closed.
3. In cut section, encasement must extend continuously from ditch line to ditch line and in fill section,
encasement must extend continuously five feet beyond toe to slopes.
4. Vents for encasement should be extended to the right of way line or as otherwise required by the Department.
5. All pipe encasements as to material and strength shall meet the standards and specifications of the
Department.
6. When trenching is carried down cut slopes, excavation must be backfilled to maximum density and the
disturbed portion of the slope be stabilized and sodded to the satisfaction of the Department's Engineer.
Plans
This Encroachment agreement must be accompanied, in the form of an attachment, by a plan showing the
following:
1. All roadways and ramps
2. Right of way and control of access lines
3. Drainage structures or bridges if affected by encroachment
4. Location of the proposed encroachment
5. Length, size and type of encroachment
6. Dimensions, showing the distance from the encroachment to roadways, shoulders, structures, etc.
7. Location by highway survey station number. If station number cannot be obtained, location should be shown
by distance from some identifiable point, such as a bridge, road intersection, etc. (To assist in preparation of
the encroachment plan, Department roadway plans may be seen at the various Highway Division Offices or at
the Raleigh Office.)
All encroachment agreements involving the crossing of the right of way, roadways and/or ramps of a freeway, must be
accompanied, in the form of an attachment, by a profile showing the following information:
The profile should extend from right of way line to right of way line and show all slopes (cut or fill), ditches,
shoulders, pavements, medians, etc.
A vertical dimension from bottom of road ditches and from surface of pavement to encroaching structures.
Length, size, and type of encasement where required.
Notation of portion to be installed by open -cut.
For underground encroachments involving encasements that must be vented, the location of vents must be
shown.
Method of installation must be shown in detail on either the plan or profile.
Any attachment to a bridge or other drainage structure must be approved by the Department's Bridge Design
Unit.
Where profile is required, it should be on same sheet with the plan.
SPECIAL PROVISIONS OR SPECIFICATIONS
Any special provisions or specifications as to the performance of the work or the method of construction that may be
required by the Department must be shown on a separate sheet attached to encroachment, provided that such
information cannot be shown on the plan and profile sheet.
Page 3 of 3

HORIZONTAL DIRECTION DRILLING (HDD) CONTINGENCY PLAN
LINE D GAS LINE PROJECT
PIEDMONT NATURAL GAS
The proposed natural gas line installation project involves several Horizontal Direction Drilling (HDD)
bores. HDD is a common method used to install pipeline through heavily developed areas, roadways,
waterways and environmentally sensitive areas to minimize the surface disturbance that traditional open -
cut trenching methods typically require. The use of HDD construction limits disturbances to the drilling
site and temporary accesses if required.
Directional bore operations have the potential to release drilling fluids into the surface environment. The
drilling mud typically will flow into the surrounding sand and travel toward the ground surface. The drilling
fluid, a bentonite slurry, is used as a lubricant during the drilling of the bore hole, enabling the cuttings
from the drilling process to be carried back up to a containment bay at the ground surface at the drilling
site. It also works as a seal to enhance the integrity of the bore hole. Bentonite is a non-toxic, naturally
occurring clay commonly used for agricultural purposes such as decreasing water loss in ponds and soils.
Note that there will be no hydraulic fracturing associated with this method of drilling on the site.
While drilling, fluid seepage is most likely to occur near the bore entry and exit points where the drill head
is shallow, seepage can occur in any location along a directional bore. This Horizontal Direction Drilling
Contingency Plan establishes operational procedures and responsibilities for the prevention, containment,
and cleanup of fluid loss incidents associated with this project. The project specifications also reference
the HDD portion of the project.
All personnel and Sub -Contractors responsible for the work must adhere to this plan during the directional
drilling process.
The specific objectives of this plan are to:
1. Minimize the potential for a drilling fluid release associated with directional drilling activities;
2. Provide for the timely detection of fluid releases;
3. Protect any environmentally sensitive vegetation;
4. Ensure an organized, timely, and efficient response in the event of a release of drilling bentonite;
and
5. Ensure that all appropriate notifications are made immediately to Piedmont Natural Gas, the
project inspector, and the North Carolina Department of Environment and Natural Resources
(DENR).
Pre -Construction Measures
Before any HDD occurs, a safety meeting will take place. This contingency plan will be discussed and
any questions will be answered. The Site Supervisor shall ensure that a copy of this plan is available
(onsite) and accessible to all construction personnel. The Site Supervisor shall ensure that all workers are
properly trained and familiar with the necessary procedures for response to a drilling fluid release, prior to
commencement of drilling operations. Other best -management measures are listed below.
1. Prior to construction, the work areas will be flagged and the limits defined. Erosion and sediment
controls will be placed near the drilling rig location and around the drilling fluid containment bays
as a preventative measure against drilling fluid leaving the site.
Page 11

2. A spill kit shall be kept onsite and used if a drilling fluid loss occurs. Other containment materials,
such as straw bales, shall also be kept on-site prior to and during all HDD drilling operations.
3. A vacuum truck shall be staged at a location from which it can be mobilized and relocated so that
any place along the drill shot, can be reached by the apparatus, within 1 hour of a drill fluid loss.
Fluid Loss Response and Measures
The response of the field crew to a drilling fluid loss shall be immediate and in accordance with
procedures identified in this Plan. All appropriate emergency actions that do not pose additional threats
to sensitive resources will be taken, as follows:
1. The pressure and volume of drilling fluid will be closely observed by the drilling contractor during
HDD activities to watch for indications of fluid loss.
2. Drilling operations will be halted by the drill rig operators immediately upon detection of a drop in
drilling pressure or any other indicator of fluid loss. The loss of drilling fluid to the surface is
greatest at shallow locations, typically near the entry and exit points of the HDD.
3. Containment bays will be in place at both the drill entry and exit points to prevent drilling fluid from
leaving the site at the entry and exit points, in addition to silt fence placed along the perimeter of
the drilling area.
4. The HDD bores have been designed to provide sufficient depth below water crossings to reduce
the risk of drilling fluid reaching the ground surface.
5. The clean-up of all spills and fluid loss shall begin immediately.
6. The Site Supervisor will notify Piedmont Natural Gas and the project inspector immediately at any
time during drilling operations that the drilling contractor observed a loss of drilling fluid.
7. In the event of a loss of drilling fluid, the Site Supervisor shall be notified immediately and will
conduct an evaluation of the situation and direct recommended mitigation actions, based on the
following guidelines of the severity of the fluid loss.
a. If the loss of drilling fluid is minor, easily contained, has not reached the surface and
is not threatening sensitive resources, drilling operations may resume after use of a leak
stopping compound or redirection of the bore.
b. If drilling fluid reaches the surface, the area will be isolated with silt fence or similar
measures to contain drilling fluid.
i. A containment or relief bay may be installed, if possible, to keep drilling fluid from
reaching environmentally sensitive areas and removal will begin by vac -truck or
hand tools.
ii. In areas that cannot be reached by a vac -truck for drilling fluid removal, a tiered
system of contained areas will relay drilling fluid to a location accessible by a
vac -truck and removed.
iii. If it is not possible to relay drilling fluid to a suitable location for removal by a vac -
truck, drilling contractor workers will use hand tools and vacuums to remove the
drilling fluid from contained areas.
iv. Any material contaminated with Bentonite shall be removed by hand to a depth of
2 -feet, contained and properly disposed of, as required by law. The drilling
contractor shall be responsible for ensuring that the bentonite is either properly
disposed of at an approved disposal facility or properly recycled in an approved
manner.
b. If drilling fluid reaches the surface in flowing waters, a coffer dam system will be
implemented to contain the site of the drilling fluid loss and use pumps or culverts to
maintain the flow of unaffected waters around the site of drilling fluid loss.
i. Drilling fluid removal will begin by vac -truck or hand tools immediately.
ii. Similarly, in areas that cannot be reached by a vac -truck for drilling fluid removal,
a tiered system of contained areas will relay drilling fluid to a location accessible
by a vac -truck and removed.
Page 12

iii. If it is not possible to relay drilling fluid to a suitable location for removal by a vac -
truck, drilling contractor workers will use hand tools and vacuums to remove the
drilling fluid from contained areas.
iv. Any material contaminated with Bentonite shall be removed by hand to a depth of
2 -feet, contained and properly disposed of, as required by law. The drilling
contractor shall be responsible for ensuring that the bentonite is either properly
disposed of at an approved disposal facility or properly recycled in an approved
manner.
v. DENR will be notified.
During drilling activities, the pressure of the drilling fluid in the bore hole is greatest at the end of the drill.
If there is a drilling fluid loss, the danger of it occurring again at the same location will be significantly
reduced as the drilling continues and the bore hole is advanced beyond the location of the original fluid
loss. The pressure at the original loss location will be reduced and drilling fluids will be more likely to
resume their path through the bore hole and out to the containment bay at the drill site.
Response Close-out Procedures
When the release has been contained and cleaned up, response closeout activities will be conducted at
the direction of the Site Supervisor and shall include the following:
a. The recovered drilling fluid will either be recycled or hauled to an approved facility for disposal.
No recovered drilling fluids will be discharged into streams, storm drains or any other water
source;
b. All spilled drilling fluid excavation and clean-up sites will be returned to pre -project contours using
clean fill, as necessary; and
c. All containment measures (fiber rolls, straw bale, etc.) will be removed, unless otherwise
specified by the Site Supervisor/Foremen.
The following documentation is required:
The Site Supervisor shall record the drilling fluid loss in their daily log. The log will include the following:
Details on the release event, including an estimate of the amount of bentonite released, the location and
time of release, the size of the area impacted, and the success of the clean-up action. The log report shall
also include the: name and telephone number of person reporting; date; how the release occurred; type
of activity that was occurring around the area of the drilling fluid loss; description of any sensitive areas
and their location in relation to the drilling fluid loss; description of the methods used to clean up or secure
the site; and a listing of the current permits obtained for the project.
The Site Supervisor will notify the Piedmont Natural Gas on-site representative immediately at any time
during drilling operations that the drilling contractor observes a loss of drilling fluid.
Construction Re -start
For small releases, drilling may continue, if 100 percent containment is achieved through the use of a leak
stopping compound or redirection of the bore and the clean-up crew remains at the drilling fluid loss
location throughout the remainder of the drilling of that bore.
For all other releases, construction activities will not restart without prior approval from Piedmont Natural
Gas and the project engineer's representative.
Page 13

Bore Abandonment
Abandonment of the bore will only be required when all efforts to control the drilling fluid loss within the
existing directional bore have failed. The borehole will be completely abandoned and a new location
determined. Any borehole abandonment locations will be documented and shown on any as -built
documents.
The following steps will be implemented during abandonment of the borehole:
1. Determine the new location for the HDD crossing.
2. Insert casing, as necessary to remove the pilot string.
3. Pump a thick grout plug into the borehole to securely seal the abandoned borehole.
Page 14

CONSTRUCTION PLANS
FOR
LINE D RELOCATION
CATAWBA, BURKE & CALDWELL COUNTIES, NORTH CAROLINA
R#: 1151341
Abinodon
Lenoir
PROPRIETARY a CONFIDENTIAL ALL RIGHTS RESERVED • DO NOT SCALE THIS DRAWING' USE DIMENSIONS ONLY
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INAPPROPRIATE DISCLOSER ALL PREVIOUS PAPER COPIES OF THIS DRAWING
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ISSUED FOR CONSTRUCTION
ISSUE DATE: 11/30/16
DESIGN CONSULTANTS
CIVIL ENGINEER
MICHAEL A. YOUNG, P.E.
ENERGY, LAND, a INFRASTRUCTURE. LLC
1015 PASSPORT WAY
CARY, NC 27513
919-234-1974
SURVEYOR
JAMES MICHAEL SMITH, PLS
ENERGY LAND a INFRASTRUCTURE, LLC
1015 PASSPORT WAY
CARY, NC 27513
919-2341974
PROPRIETARY a CONFIDENTIAL ALL RIGHTS RESERVED • DO NOT SCALE THIS DRAWING' USE DIMENSIONS ONLY
a
CA
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PIEDMONT'S NATURAL GAS FACIUTY DRAWINGS ARE CONSIDERED CONFIDENTIAL (OM -1095)' DRAWING IS CURRENT ONLY THROUGH THE LATEST REVISED DATE' TO INSURE THERE IS NO RISK OF
INAPPROPRIATE DISCLOSER ALL PREVIOUS PAPER COPIES OF THIS DRAWING
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PROJECT NUMBER 1151341 I —E a IWTURE"E' "T ALs '
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COVER SHEET
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PNG-DISCIPUNE-RESOURCE CENTER -NUMBER
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- — __ ___ DRAWING BY JKC I REcasTD HICKORY NORTH
–
CHECKER INITIALS MAY rE CruruxEiiwruls – '-- -— COPYRIGHT 2014 PIEDMONT NATURAL GAS CORP.
— PRINCIPAL
r CAROLINA
CORP. OFFICE 4720 PIEDMONT ROW DRIVE
SIGNATOR ENGINEER CHARLOTTE NC 26210
RESOURCE CENTER HICKORY
DESIGN CONSULTANTS
CIVIL ENGINEER
MICHAEL A. YOUNG, P.E.
ENERGY, LAND, a INFRASTRUCTURE. LLC
1015 PASSPORT WAY
CARY, NC 27513
919-234-1974
SURVEYOR
JAMES MICHAEL SMITH, PLS
ENERGY LAND a INFRASTRUCTURE, LLC
1015 PASSPORT WAY
CARY, NC 27513
919-2341974
ENERGY LAND F7
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DRAWING INDEX
I Sheet Number 1 DWG NUMBER _ Sheet TAIe
1 0001032
COVER SHEET
2 0001033
-
FGENERALCONSTRUCTION
INDEX B ABBREVIATIONS
3 0001034
NOTES
4 0001059
CONSTRUCTIONL DETAILS
L
5 0001060
CONSTRUCTION DETAILS
8 - 0001061 F
CONSTRUCTION DETAILS
0001128
ALIGNMENT PLAN & PROFILE
7 0001082
ti
CONSTRUCTION DETAILS
8 0001063
BILL OF MATERIALS
9 0001064
ALIGNMENT PLAN 8 PROFILE ~
10 0001065
ALIGNMENT PLAN & PROFILE
- -- LATERAL PLAN _-
77
11 0001066
ALIGNMENT PLAN & PROFILE
78
0001133
12 0001087
ALIGNMENT PLAN & PROFILE
13
0001068 1
ALIGNMENT PLAN & PROFILE ~
14 0001069
ALIGNMENT PLAN & PROFILE
-
15 0001070
ALIGNMENT PLAN 8 PROFILE
I
18 0001071
ALIGNMENT PLAN & PROFILE
17 0001072
ALIGNMENT PLAN & PROFILE~
18 0001073
ALIGNMENT PLAN & PROFILE
199 0001074
ALIGNMENT PLAN 8 PROFILE
0 00-01075
ALIGNMENT PLAN B PROFILE
21-' 0001076
ALIGNMENT PLAN & PROFILE
22l 0001077
ALIGNMENT PLAN & PROFILE
�23 0001078
ALIGNMENT PLAN 8 PROFILE
2' 4 0001079
ALIGNMENT PLAN & PROFILE
25 0001080
ALIGNMENT PLAN 8 PROFILE -
26 0001081
ALIGNMENT PLAN 8 PROFILE
227 0001082
ALIGNMENT PLAN 8 PROFILE
~
83 t
90
28
a
ALIGNMENT PLAN 8 PROFILE
F-29 0001084
ALIGNMENT PLAN & PROFILE
30 r 5
ALIGNMENT PLAN & PROFILE
x--_31 0�0001080 700 86
ALIGNMENT PLAN 8 PROFILE I
32 0001087 - Y
ALIGNMENT PLAN & PROFILE
3330-001088
ALIGNMENT PLAN & PROFILE~
34 0001089
ALIGNMENT PLAN & PROFILE
~35
I
-tom 0-001090
r r
ALIGNMENT PLAN 8 PROFILE
36 0001091
t
ALIGNMENT PLAN & PROFILE
370001092
r
ALIGNMENT PLAN & PROFILE
3B 0001093
­
ALIGNMENT PLAN PROFILE
r 39 0001094 rt-
t
ALIGNMENT PLAN & PROFILE
40 0001095
ALIGNMENT PLAN & PROFILE 1
41 0001096
ALIGNMENT PLAN 8 PROFILE 1
'L
42 0001097 T
ALIGNMENT PIAN 8 PROFILE
443 0001098
ALIGNMENT PLAN & PROFILE
r 44 0001089
ALIGNMENT PLAN & PROFILE
45 0001100
ALIGNMENT PLAN & PROFILE
46 0001101 rt
ALIGNMENT PLAN & PROFILE
I _47t 0001102
ALIGNMENT PLAN 8 PROFILE
X48
BORE PLAN 8 PROFILE
0001103
ALIGNMENT PLAN & PROFILE
49 0001104 rt
ALIGNMENT PLAN 8 PROFILE
50 001101
ALIGNMENT PLAN & PROFILE
r
RAISED FACE
51 0001106
ALIGNMENT PLAN & PROFILE
52 0001107
BORE PLAN & PROFILE
106
ALIGNMENT PLAN 8 PROFILE
53 0001108 1
ALIGNMENT PLAN & PROFILE
0001109
ALIGNMENT PLAN & PROFILE
-t
r
0001157
55 00011100
ALIGNMENT PLAN 8 PROFILE
r
BORE PLAN & PROFILE
56 0001111
ALIGNMENT PLAN & PROFILE
57 0001112
ALIGNMENT PLAN & PROFILE
58 0001113 1
�r-
-.
ALIGNMENT PLAN &PROFILE
112
0001161
590001114
ALIGNMENT PLAN 8 PROFILE
800001115
ALIGNMENT PLAN & PROFILE
61 0001118 1
ALIGNMENT PLAN & PROFILE
62 0001117
ALIGNMENT PLAN& PROFILE
r
~EPSC HDD CONTINGENCY PLAN
63 0001118
ALIGNMENT PLAN 8 PROFILE
F 64 0001119
ALIGNMENT PLAN & PROFILE
65 r 0001120
ALIGNMENT PLAN 8 PROFILE
000-1121
ALIGNMENT PLAN & PROFILE
6� 7 0007122
ALIGNMENT PLAN & PROFILE
-68 I
GEOTECH BORES
0001123
ALIGNMENT PLAN B PROFILE
69 1 0001124
ALIGNMENT PLAN 8 PROFILE
70
0001125
T ALIGNMENT PLAN & PROFILE
71
0001126
ALIGNMENT PLAN & PROFILE
N
NORTHING
+
72
0001127
ALIGNMENT PLAN & PROFILE
73
0001128
ALIGNMENT PLAN & PROFILE
74
0001129
ALIGNMENT PLAN & PROFILE
75
0001130
ALIGNMENT PLAN 8 PROFILE ~
- 76
0001131
- -- LATERAL PLAN _-
77
0001132
LATERAL PLAN
78
0001133
LATERAL PLAN l
79 -
0001134
LATERAL PLAN
80
0001135
LATERAL PLAN
81
0001138
I LATERAL PLAN
82
0001137
LATERAL PLAN
83
0001138
LATERAL PLAN
S4`>i
OSHA
REGULATOR STATION DETAILS 7
85
MgigrkW�
L REGULATOR STATION DETAILS
86
4'ipNpi
REGULATOR STATION DETAILS
87
»
REGULATOR STATION DETAILS ~'
-,
88
kWg4kYtl -
REGULATOR STATION DETAILS
89
A4kk/MA;W
REGULATOR STATION DETAILS
90
0001139
HDD PLAN & PROFILE
91
0007140
Y HDD PLAN & PROFILE
92-0601141
PING
HDD PLAN & PROFILE
93 -
- 0001142-
r HDD PLAN & PROFILE
94
0001143
r HDD PLAN & PROFILE
95
0001144
BORE PLAN & PROFILE
1 98
0001145
BORE PROLAN & PROFILE
ELL
ELBOW
PT
97
0001148-�
BORE PLAN & PROFILE
98
0001147
BORE PLAN & PROFILE
r 99
0001148
BORE PLAN 8 PROFILE
100
0001149 -
BORE PLAN B PROFILE
101
0001150
PLAN 8 PROFILE
702
----:OR_E
0001151
RE PLAN 8 PROFILE
103
000115-
BORE PLAN 8 PROFILE
1004
FUSION BONDED EPDXY
RD
ROAD
0001153
BORE PLAN & PROFILE 1
0
RAISED FACE
FPT
_ .
0001154-
BORE PLAN & PROFILE
106
0001155
BORE PLAN & PROFILE
107
0001158
BOREPLAN 8 PROFILE
108
0001157
BORE PLAN 8 PROFILE
109
0001758
BORE PLAN & PROFILE
110
0001159
BORE PLAN 8 PROFILE
111
0007180
BORE PLAN & PROFILE
112
0001161
BORE PLAN & PROFILE
113
0001182
EPS. SEEDING NOTES --
114
0001183
EPSC SEEDING NOTES ~
115
0001164
~EPSC HDD CONTINGENCY PLAN
116
0001165
EPSC DETAILS
r 117
0001166
EPSC DETAILS
118
tt>MMkM4
GEOTECH BORES -�
119
AWkWWM#
GEOTECH BORES
120
laggqlMx
GEOTECH BORES �
121
pAhWCYY
GEOTECH BORES -�
ABBREVIATONS
AC
ALTERNATING CURRENT
M.O.T.
MAINTENANCE OF TRAFFIC
ADD.
ADDITIONAL
N
NORTHING
ANSI
AMERICAN NATIONAL STANDARDS INSTITUTE
WA
NOT APPLICABLE
API
AMERICAN PETROLEUM INSTITUTE
NAD 83
NORTH AMERICAN DATUM OF 1983
APPROX.
APPROXIMATE
Sc
SOUTH CAROLINA
ASA
AMERICAN STANDARDS ASSOCIATION
SCDOT
SOUTH CAROLINA DEPARTMENT OF TRANSPORTATION
BB
BOLTED BODY
N/F
NOW OR FORMERLY
8L
BUND
NO.
NUMBER
BLDG
BUILDING
NTS
NOT TO SCALE
CFB
COATING FUSION BONDED
O.C.
ON CENTER
CL
CENTERUNE
OD
OUTSIDE DIAMETER
CMP
CORRUGATED METAL PIPE
OSHA
OCCUPATIONAL HEALTH AND SAFETY ADMINISTRATION
COMM
COMMUNICATION
PC
POINT OF CURVATURE
CONST
CONSTRUCTION
PE
POLYETHYLENE
CP
CATHODIC PROTECTION
PG
PAGE
OB
DEED BOOK
PI
POINT OF INFLECTION
DIA
DIAMETER
P&ID
PIPING & INSTRUMENTATION DIAGRAM
DIST
DISTANCE
PING
PIEDMONT NATURAL GAS
DRL
DOUBLE RANDOM LENGTH
PROP.
PROPOSED
DWG
DRAWING
PSI
POUNDS PER SQUARE INCH
E
EASTING
PSIG
POUNDS PER SQUARE INCH GAUGE
ELL
ELBOW
PT
POINTOFTANGENCY
E.O.P
EDGE OF PAVEMENT
PVC
POINT OF VERTICAL CURVATURE
ERIN
ELECTRIC RESISTANCE WELDED
PVT
POINT OF VERTICAL TANGENCY
ESMT
EASEMENT
QTY
QUANTITY
EX.
EXISTING
Rc
RADIUS OF CURVATURE
EXT
EXTENSION
RCP
REINFORCED CONCRETE PIPE
FBE
FUSION BONDED EPDXY
RD
ROAD
FIG
FIGURE
RF
RAISED FACE
FPT
FULL PORT
RFWN
RAISED FACE WELD NECK
FRP
FIBERGLASS REINFORCED PLASTIC
RNV
RIGHT-OF-WAY
FT.
FOOTIFEET
S.R., SR
STATE ROUTE STATION
FTG
FITTING
STD
STANDARD
FXF
FLANGE BY FLANGE
SUE
SUBSURFACE UTILITY ENGINEERING
GEOTECH
GEOTECHNICAL
TBS
TOWN BORDER STATION
HDD
HORIZONTAL DIRECTIONAL DRILL
TEMP
TEMPORARY
H,HORIZ.
HORIZONTAL
THK
THICK
HWY
HIGHWAY
TI
TIE-IN
IN.
INCHANCHES
TW
TEMPERATURE WELL
LBF
POUNDS OF FORCE
TYR
TYPICAL
LF
LINEAR FEET
V,VERT.
VERTICAL
LVR
LEVER
WW/
NTH
M&R
METERING AND REGULATING
WLD
WELD
MAX.
MAXIMUM
WT
WALL THICKNESS
MAOP
MAXIMUM ALLOWABLE OPERATING PRESSURE
WXF
WELD BY FLANGE
MWP
MAXIMUM WORKING PRESSURE
WXW
WELD BY WELD
MILS
THOUSANDTHS OF AN INCH
MIN.
MINIMUM
PROPRIETARY & CONFIDENTIAL ALL RIGHTS RESERVED' DO NOT SCALE THIS DRAWING' USE DIMENSIONS ONLY
PIEDMONT'S NATURAL GAS FACILITY DRAWINGS ARE CONSIDERED CONFIDENTIAL (OM -1095) - DRAWING IS CURRENT ONLY THROUGH THE LATEST REVISED DATE - TO INSURE THERE IS NO RISK OF
INAPPROPRIATE DISCLOSER ALL PREVIOUS PAPER COPIES OF THIS DRAWING MUST BE DESTROYED IN ACCORDANCE WITH RECORDS & INFO. MANAGEMENT (RIM) POLICY 1001
REVISION(SI DESCRIPTION BY CHK APPD DESCRIPTION APPROVALS
AREA CODE 2730 aTETQE WT- - I EG NA'LINE D RELOCATION
_ - - ACCOUNT NUMBER 10700 �ENCNEER ra
' PI@dmOtlt INDEX &ABBREVIATIONS
PROJECT NUMBER 1151341 e" eG TUeE'" " — - M Natural Gas
MGR TECH
DRAWING BY JKC RECBSTD HICKORY NORTH CAROLINA
CHECKER INITIALS MAY "^T °E "T COPYRIGHT201
SIGNATURE ENGINEER4 PIEDMONT NATURAL GAS CORP.
- - PRINCIPAL CORP. OFFICE 4720 PIEDMONT ROW DRIVE
CHARLOTTE, NC 28210 RESOURCE CENTER HICKORY
REF.
SHEET 2 OF 121 DWG SCALE: AS SHOWN
DWG DATE 11/30/16 SUPERCEDED -
DRAWINGNUMBER IREVISIOI
PNG- G -011- 0001033 i 0
PNG-DISCIPUNE-RESOURCE CENTER -NUMBER

1r
GENERAL NOTES
1. ALL CONSTRUCTION METHODS AND MATERIALS SHALL CONFORM TO THE CURRENT SPECIFICATIONS AND STANDARDS OF PIEDMONT
NATURAL GAS.
2. ALL WORK SHALL BE IN COMPLIANCE WITH OSHA TITLE 29 OF THE CODE OF FEDERAL REGULATIONS AND ALL OTHER FEDERAL, STATE
AND LOCAL LAWS, CODES AND REGULATIONS.
3, THE LOCATION AND/OR ELEVATION OF THE EXISTING UTILITIES SHOWN ON ALL PLANS ARE BASED ON UTILITY COMPANY RECORDS,
AND WHERE POSSIBLE, FIELD MEASUREMENTS, THE CONTRACTOR SHALL NOT RELY UPON THIS INFORMATION AS BEING EXACT OR
COMPLETE. DETAILED VERIFICATION OF EXISTENCE, SIZE, LOCATION AND DEPTH SHOULD BE MADE BY THE CONTRACTOR PRIOR TO
ANY DECISION RELATIVE THERETO IS MADE. DIAL 811 FOR ONE CALL.
4. PRIOR TO CONSTRUCTION OR EXCAVATION, THE CONTRACTOR SHALL ASSUME THE RESPONSIBILITY OF LOCATING ANY
UNDERGROUND UTILITIES (PUBLIC AND/OR PRIVATE) THAT MAY EXIST IN THE AREA OR CONSTRUCTION. UTILITY OWNERS SHALL BE
NOTIFIED IN ACCORDANCE WITH ONE CALL TIME REQUIREMENTS IN ADVANCE OF ANY EXCAVATION IN THE PROXIMITY OF UTILITIES
THE CONTRACTOR, AT HIS OWN EXPENSE, SHALL BE RESPONSIBLE FOR THE REPAIR OF EXISTING UTILITIES DAMAGED DURING
CONSTRUCTION. THE CONTRACTOR SHALL CONTACT THE ONE CALL CENTER BY CALLING 811 IN ADVANCE OF ANY CONSTRUCTION.
5. CONTRACTOR SHALL CLEARLY LOCATE ALL EXISTING UTILITY SERVICE CONNECTIONS AND AVOID DAMAGING THESE DURING
CONSTRUCTION.
6. CONTRACTOR SHALL BE RESPONSIBLE FOR ALL DAMAGES AND/OR PENALTIES RESULTING FROM ALL NON-COMPUANCE WITH
FEDERAL, STATE, AND LOCAL PERMITS AND ENCROACHMENT AGREEMENTS.
T ALL PAVEMENT DAMAGED DURING CONSTRUCTION SHALL BE RESTORED TO PRE -CONSTRUCTION CONDITIONS BY THE CONTRACTOR
ACCORDING TO THE REQUIREMENTS OF THE REGIONAL OFFICE OF THE DEPARTMENT OF TRANSPORTATION HAVING JURISDICTION.
8. THE GAS MAIN SHALL BE INSTALLED SO AS TO PROVIDE A MINIMUM OF TWENTY FOUR (24) INCHES OF CLEARANCE TO ALL OTHER
UNDERGROUND UTILITIES AND STRUCTURES, WHERE THIS IS NOT POSSIBLE, APPROPRIATE PROTECTION SHALL BE INSTALLED.
9. ALL DRAINAGE PIPES AND STRUCTURES SHALL BE CLEANED OF DEBRIS AND ERODED MATERIALS RESULTING FROM CONSTRUCTION.
THESE PIPES AND STRUCTURES SHALL BE MAINTAINED CLEAN DURING THE PERIOD OF CONSTRUCTION.
10, ALL DISTURBED SLOPES SHALL BE RESTORED TO EXISTING GRADES AND STABILIZED WITH SEED AND STRAW AND/OR TACK IF
APPROPRIATE.
11. REFERENCE RED EROSION CONTROL NOTE ON EACH SHEET CONTRACTOR SHALL INSTALL AND MAINTAIN EROSION CONTROL
MEASURES AS DESCRIBED ON THE PROJECT PLANS AND DETAILS DURING CONSTRUCTION AND SURFACE RESTORATION UNTIL SUCH
MEASURES ARE NOT NECESSARY. WHERE ADDITIONAL MEASURES ARE NECESSARY, THE CONTRACTOR SHALL INSTALL AND MAINTAIN
THE APPROPRIATE MEASURES ACCORDING TO THE REGIONAL OFFICE OF THE DIVISION OF LAND QUALITY/DEMLR HAVING
JURISDICTION.
12. SEED ALL DISTURBED AREAS AND MULCH AS REQUIRED.
13. NOTHING IN THE GENERAL NOTES OR SPECIAL PROVISIONS SHALL RELIEVE THE CONTRACTOR FROM HIS RESPONSIBILITIES TOWARD
THE SAFETY AND CONVENIENCE OF THE GENERAL PUBLIC AND THE RESIDENTS ALONG THE PROPOSED CONSTRUCTION AREA,
14. THE CONTRACTOR SHALL CHECK ALL EXISTING CONDITIONS, (IE. INVERTS, UTILITY ROUTINGS, UTILITY CROSSINGS, AND DIMENSIONS)
IN THE FIELD PRIOR TO COMMENCEMENT OF UTILITY WORK. REPORT ANY DISCREPANCIES TO THE OWNER'S REPRESENTATIVE.
15. THE CONTRACTOR SHALL VERIFY THE EXACT LOCATION AND EXISTENCE OF ALL EXISTING UTIUTIES. TAKE CARE TO PROTECT
UTILITIES THAT ARE TO REMAIN. REPAIR ANY DAMAGE ACCORDING TO LOCAL STANDARDS AND AT THE CONTRACTORS EXPENSE.
COORDINATE ALL CONSTRUCTION WITH THE APPROPRIATE UTUT/ COMPANY.
16. THE CONTRACTOR SHALL PROVIDE A SMOOTH TRANSITION BETWEEN EXISTING PAVEMENT AND NEW PAVEMENT. SLIGHT FIELD
ADJUSTMENT OF FINAL GRADES MAY BE NECESSARY.
17. ALL DEBRIS FROM CHIPPING MACHINES DURING CLEARING OPERATIONS AND DRILLING MUD SHALL BE REMOVED FROM THE PROJECT
SITE AND DISPOSED OF BY CONTRACTOR IN AN APPROVED LANDFILL.
18. ALL UTILITIES AFFECTED BY CONSTRUCTION ACTIVITIES SHALL BE LOCATED HORIZONTALLY AND VERTICALLY BY THE CONTRACTOR
PRIOR TO CONSTRUCTION ACTIVITIES COMMENCING AND ANY POTENTIAL CONFLICTS WITH THE CONSTRUCTION OF THE PROPOSED
GAS LINE, BORES, OR OTHER CONSTRUCTION SHALL BE REPORTED TO THE ENGINEER FOR ANY REDESIGN REQUIRED.
SITE NOTES
1. CONTRACTOR SHALL REPAIR ALL DAMAGE TO EXISTING FEATURES (PAVEMENT, CURBS, WALKS, DRIVEWAYS, YARDS, LANDSCAPING,
ETC.) TO A UKE NEW CONDITION AT NO ADDITIONAL COST TO THE OWNER.
2. ALL TRENCHES CUT IN EXISTING ROADS OR DRIVES SHALL UTILIZE A CLEAN SAW CUT AND SHALL BE BACKFILLED (100%) TO FINAL
SUBGRADE ACCORDING TO THE REGIONAL OFFICE OF THE DEPARTMENT OF TRANSPORTATION, HAVING JURISDICTION,
REQUIREMENTS.
3. CONCRETE FOR CURBS AND SIDEWALKS SHALL BE 3500 PSI CONCRETE.
4. ANY WORK UNACCEPTABLE TO THE OWNERS REPRESENTATIVE, TO LOCAL REPRESENTATIVE, OR TO UTILITY REPRESENTATIVE SHALL
BE REPAIRED OR REPLACED BY THE CONTRACTOR AT NO ADDITIONAL EXPENSE TO THE OWNER.
5, ALL PAVEMENT MATERIALS AND CONSTRUCTION SHALL CONFORM TO THE REGIONAL OFFICE OF THE DEPARTMENT OF
TRANSPORTATION STANDARD DRAWINGS AND SPECIFICATIONS.
6. ALL PAVEMENT STRIPING SHALL BE THERMOPLASTIC OR APPROVED ALTERNATIVE.
GRADING NOTES
1. PROPER TEMPORARY AND PERMANENT MEASURES SHALL BE USED TO CONTROL EROSION AND SEDIMENTATION IN ACCORDANCE
WITH ALL LOCAL, STATE AND FEDERAL REGULATIONS. ALL EROSION AND POLLUTION CONTROL DEVICES AND MEASURES SHALL BE
CONSTRUCTED, INSTALLED, MAINTAINED, AND REMOVED BY THE CONTRACTOR IN ACCORDANCE WITH ALL APPLICABLE FEDERAL,
STATE, AND LOCAL LAWS, REGULATIONS, ORDINANCES, AND POLICIES.
2. PERMANENT SEEDING AND MULCHING TO BE APPLIED TO DISTURBED AREAS AT THE END OF EACH WORK DAY FOLLOWING THE
COMPLETION OF EACH SECTION OF INSTALLATION AND PRIOR TO ANY RAIN EVENTS.
3. PROVIDE TEMPORARY CONSTRUCTION ACCESSES) AT THE POINT(S) WHERE CONSTRUCTION VEHICLES EXIT THE CONSTRUCTION
AREA. MAINTAIN PUBLIC ROADWAYS FREE OF TRACKED MUD AND DIRT.
4. THE CONTRACTOR SHALL CHECK ALL EXISTING GRADES AND DIMENSIONS IN THE FIELD PRIOR TO BEGINNING WORK AND REPORT
ANY DISCREPANCIES TO THE ENGINEER.
5. THE CONTRACTOR SHALL COMPLY WITH ALL PERTINENT PROVISIONS OF THE MANUAL OF ACCIDENT PREVENTION AND
CONSTRUCTION ISSUED BY AGC OF AMERICA, INC. AND THE SAFETY AND HEALTH REGULATIONS OF CONSTRUCTION ISSUED BY THE
U.S. DEPARTMENT OF LABOR.
S. NO VEGETATION OR TREES OUTSIDE OF THE PERMANENT EASEMENT AND TEMPORARY WORKSPACES SHALL BE DISTURBED OR
REMOVED.
7. STRIP TOPSOIL FROM ALL CUT AND FILL AREAS AND STOCKPILE UPON COMPLETION OF GENERAL GRADING DISTRIBUTE TOP SOIL
OVER ALL DISTURBED AREAS, TO A MINIMUM DEPTH OF 6', CONTRACTOR SHALL SUPPLY ADDITIONAL TOP SOIL IF INSUFFICIENT
QUANTITIES EXIST ON SITE.
8. POSITIVE DRAINAGE SHALL BE ESTABLISHED AS THE FIRST ORDER OF WORK AND SHALL BE MAINTAINED ATALL TIMES DURING AND
AFTER CONSTRUCTION. SOIL SOFTENED BY PERCHED WATER IN FOUNDATION AND PAVEMENT AREAS MUST BE UNDERCUT AND
REPLACED WITH SUITABLE FILL MATERIALS APPROVED BY A GEOTECHNICAL ENGINEER. GROUNDWATER INFILTRATION INTO
EXCAVATIONS SHOULD BE EXPECTED, AND THE WATER SHALL BE REMOVED USING GRAVITY DRAINAGE OR PUMPING.
9. THE LOCATION OF ALL DIVERSION SWALES AND DITCHES SHALL BE FIELD ADJUSTED TO AVOID TREES AS MUCH AS POSSIBLE. THE
CONTRACTOR SHALL WALK THE ALIGNMENT OF THESE SWALES AND DITCHES IN THE FIELD TO VERIFY AVOIDANCE OF TREES.
10. STOCKPILED TOPSOIL OR FILL MATERIAL IS TO BE CONTAINED SO SEDIMENT RUN-OFF WILL NOT CONTAMINATE SURROUNDING AREAS
OR ENTER NEARBY STREAMS.
11. ANY SITE USED FOR DISPOSAL AND/OR STOCKPILE OF ANY MATERIAL SHALL BE PROPERLY PERMITTED FOR SUCH ACTIVITY. IT IS THE
RESPONSIBILITY OF THE CONTRACTOR TO SEE THAT ALL REQUIRED PERMITS ARE SECURED FOR EACH PROPERTY UTILIZED. A COPY
OF THE APPROVED PERMIT MUST BE PROVIDED TO THE INSPECTOR PRIOR TO COMMENCEMENT OF WORK ON ANY PROPERTY.
FAILURE TO DO SO MAY RESULT IN THE CONTRACTOR REMOVING ANY ILLEGALLY PLACED MATERIAL AT HIS OWN EXPENSE.
12. AFTER STRIPPING TOPSOIL AT STATION SITES, PROOF ROLL EXPOSED SUBGRADE WITH A LOADED TRUCK TO IDENTIFY UNSTABLE
SOILS. STABILIZE UNSTABLE AREAS BY UNDERCUTTING AND REPLACING UNSTABLE MATERIALS WITH COMPACTED SELECT MATERIAL,
13. ALL FILL SHALL BE FREE OF ALL ORGANIC MATTER, TRASH AND OTHER DELETERIOUS MATERIALS, CONTAINING NO ROCK FRAGMENTS
GREATER THAN 6 INCHES IN ANY ONE DIRECTION.
14. STRUCTURAL SOIL FILL SHALL HAVE A STANDARD PROCTOR MAXIMUM DRY DENSITY OF 90 POUNDS PER CUBIC FOOT (PCF) OR
GREATER AND A PLASTICITY INDEX (PI) OF 30 PERCENT OR LESS. ALL MATERIAL BEING USED AS SOIL FILL SHOULD BE TESTED AND
APPROVED BY THE GEOTECHNICAL ENGINEER BEFORE BEING PLACED.
15. PLACE AND COMPACT FILL IN ACCORDANCE WITH SPECIFICATIONS.
18. EXISTING ELEVATIONS, CONTOURS, AND BENCHMARKS SHOWN ON PLANS ARE BASED ON NAD88.
17. ONLY MATERIAL MEETING CONTRACTOR'S GEOTECHNICAL ENGINEER'S REQUIREMENTS FOR EMBANKMENT MAY BE USED.
18. ALL EXCAVATION IS UNCLASSIFIED WITHOUT REGARD TO MATERIALS ENCOUNTERED. CONTRACTOR SHALL VISIT SITE AND DRAW HIS
OWN CONCLUSIONS TO CONDITIONS ENCOUNTERED. LINE AND GRADES SHOWN SHALL BE ACHIEVED WITHOUT ADDITIONAL
COMPENSATION.
19. ASPHALT PAVEMENT, MINERAL AGGREGATE BASE AND CONCRETE MATERIALS AND CONSTRUCTION SHALL MEET REQUIREMENTS OF
THE REGIONAL OFFICE OF THE DEPARTMENT OF TRANSPORTATION STANDARD SPECIFICATIONS.
20. PROPOSED CONTOURS SHOWN AT 2 FOOT INTERVAL.
21. THERE SHOULD BE NO DISTURBANCE OUTSIDE THE LIMITS OF DISTURBANCE (LOD) ON THE APPROVED PLANS, HOWEVER, ANY AREA
THAT IS DISTURBED OUTSIDE LIMITS OF CONSTRUCTION DURING THE LIFE OF THIS PROJECT SHALL BE REPAIRED BY CONTRACTOR AT
HIS EXPENSE.
22. THE CONTRACTOR SHALL NOT DISPOSE OF ANY MATERIAL EITHER ON OR OFF PROJECT SITE IN A REGULATORY FLOOD WAY AS
DEFINED BY THE FEDERAL EMERGENCY MANAGEMENT AGENCY WITHOUT APPROVAL BY SAME. ALL MATERIAL SHALL BE DISPOSED OF
IN UPLAND (NON -WETLAND) AREAS AND ABOVE ORDINARY HIGH WATER OF ANY ADJACENT WATERCOURSE. THIS DOES NOT
ELIMINATE THE NEED TO OBTAIN ANY OTHER LICENSES OR PERMITS THAT MAY BE REQUIRED BY ANY OTHER FEDERAL, STATE OR
LOCAL AGENCY FOR THE CONSTRUCTION OF THIS PROJECT.
VARIATIONS IN PLAN OR PROFILE
1. CONTROL POINT ELEVATIONS SHOWN ON HDD PLANS INDICATE THE MINIMUM COVER AND SHALL NOT BE REDUCED. THE
CONTRACTOR MAY DRILL DEEPER WITH THE APPROVAL OF THE ENGINEER.
2. THE CONTRACTOR MAY REQUEST CHANGES TO THE PROPOSED VERTICAL AND HORIZONTAL ALIGNMENT OF THE INSTALLATION AND
THE LOCATION OF THE ENTRY AND EXIT POINTS FOR HDD BORES. PROPOSED CHANGES SHALL BE SUBMITTED TO THE OWNER AND
RECEIVE APPROVAL OF THE OWNER PRIOR TO STARTING THE EFFECTED ACTIVITY.
BORE, PILOT HOLE RECIUIREMENTS
1. THE CONTRACTOR SHALL AT ALL TIMES PROVIDE AND MAINTAIN INSTRUMENTATION WHICH WALL ACCURATELY LOCATE THE PILOT
HOLE, MEASURE DRILL STRING AXIAL AND TORSION LOADS, AND MEASURE DRILLING FLUID DISCHARGE RATE AND PRESSURE.
2. THE OWNER WILL HAVE ACCESS TO THESE INSTRUMENTS AND THEIR READINGS AT ALL TIMES.
3. THE CONTRACTOR, WHEN REQUESTED BY THE OWNER, WILL PROVIDE INSPECTION HOLES AT NO ADDITIONAL COST TO VISUALLY
VERIFY THE LOCATION AND CONDITION OF THE DRILLED PIPELINE.
4. THE CONTRACTOR SHALL PLOT THE ACTUAL HORIZONTAL AND VERTICAL AUGNMENT OF THE PILOT HOLES AT INTERVALS NOT
EXCEEDING 20 FEET, AND CORRESPONDING WITH THE PROJECT STATIONING AND DATUM.
5. THE CONTRACTOR SHALL MAINTAIN AND UPDATE AN `AS -BUILT PLAN AND PROFILE AS THE PILOT BORE IS ADVANCED.
6. THE CONTRACTOR SHALL GRANT THE OWNER ACCESS TO ALL DATA READOUT PERTAINING TO THE POSITION AND INCLINATION OF
THE BORE HEAD. WHEN REQUESTED, THE CONTRACTOR SHALL PROVIDE EXPLANATIONS OF HIS POSITION MONITORING AND
STEERING EQUIPMENT.
7. THE ACTUAL PILOT HOLE EXIT POINT SHALL BE LOCATED WITHIN TWO (2) FEET LATERALLY OF THE EXIT POINT SHOWN ON THE
DRAWINGS. LONGITUDINALLY, THE ACTUAL EXIT POINT SHALL BE NO MORE THAN FIVE (5) FEET SHORT OR FIVE (5) FEET PAST THE
EXIT POINT SHOWN ON THE DRAWINGS.
8. THE PILOT HOLE SHALL BE DRILLED ALONG THE PATH SHOWN ON THE PLAN AND PROFILE DRAWING MAINTAINING THE SPECIFIED
TOLERANCES.
9. THE OWNER SHALL APPROVE THE ALIGNMENT OF PILOT BORE BEFORE THE REAMING PHASE OR PIPE PULLING MAY COMMENCE.
10. IF THE PILOT BORE FAILS TO CONFORM TO THE ABOVE TOLERANCES, OWNER MAY, AT HIS OPTION REQUIRE A NEW PILOT BORE TO BE
MADE.
11. IN ALL CASES, RIGHT OF WAY RESTRICTIONS SHALL TAKE PRECEDENCE OVER THE LISTED TOLERANCES.
12. NO PILOT HOLE WILL BE ACCEPTED IF IT WILL RESULT IN ANY OF THE PIPELINE BEING INSTALLED IN VIOLATION OF RIGHT OF WAY
RESTRICTIONS.
13. CONCERN FOR ADJACENT UTILITIES AND/OR STRUCTURES SHALL TAKE PRECEDENCE OVER THE LISTED TOLERANCES. LISTING OF
TOLERANCES DOES NOT RELIEVE CONTRACTOR FROM RESPONSIBILITY FOR SAFE OPERATION OR DAMAGE TO ADJACENT UTILITIES
AND STRUCTURES.
14. ALL BEND RADII SHALL BE EQUAL TO OR GREATER THAN THOSE LISTED IN THE PROJECT PLANS.
15. THE PILOT HOLE MUST BE BACKREAMED TO ACCOMMODATE AND PERMIT FREE SLIDING OF THE PE PIPE INTO THE BORE HOLE,
BORE INSTALLATION
1. ALL HOD DRILLS TO BE INSTALLED BY THE WARE LINE PROCESS
2. THE CONTRACTOR, SUBJECT TO THE REQUIREMENTS OF THESE PLANS, WILL DETERMINE THE EXACT METHOD AND TECHNIQUES FOR
COMPLETING THE HOD CROSSINGS. EXCAVATED MUD PITS CONSTRUCTED IN THE ENTRY AND EXIT AREAS WILL BE LIMITED TO THE
PIPE BORE HOLE AREA ONLY.
3. AFTER COMPLETION OF THE DIRECTIONAL DRILLING WORK, THE ENTRY AND EXIT PIT LOCATIONS SHALL BE RESTORED TO THEIR
ORIGINAL CONDITIONS.
4. THE GEOTECHNICAL REPORT IS AVAILABLE FOR THE CONTRACTOR'S USE. THE BORING LOGS SHOWN ON THE PLANS ARE FOR THE
CONTRACTOR'S CONVENIENCE AND ARE A REPRODUCTION FROM THE GEOTECHNICAL REPORT. THIS SUBSURFACE INFORMATION IS
PRESENTED IN GOOD FAITH AND IS NOT INTENDED AS A SUBSTITUTE FOR PERSONAL INVESTIGATION, INDEPENDENT
INTERPRETATIONS OR JUDGEMENT OF THE CONTRACTOR.
5. FOR PLASTIC PIPELINES, A BREAKAWAY OR WEAK LINK SHALL BE EMPLOYED BETWEEN THE PULLBACK SECTION AND THE
BACKREAMER.
1. AFTER THE PILOT HOLE IS ACCEPTED, THE CONTRACTOR SHALL PERFORM A REAMING AND PRODUCT PIPE PULL,
2. THE MAXIMUM PRE -REAMING SHALL BE DETERMINED BY COMPANY SPECIFICATIONS AND CONSTRUCTION SUPERVISOR'S APPROVAL
UNLESS APPROVED BY THE ENGINEER.
3. BUOYANCY MODIFICATIONS SHALL BE USED AT THE DISCRETION OF THE CONTRACTOR. ANY BUOYANCY MODIFICATION PROCEDURE
PROPOSED FOR USE SHALL BE SUBMITTED TO THE OWNER FOR APPROVAL. THE CONTRACTOR IS RESPONSIBLE FOR ANY DAMAGE TO
THE PULL SECTION RESULTING FROM BUOYANCY MODIFICATIONS.
BORE PULLBACK REQUIREMENTS
1. PULLAN EXTRA 4% (40 FT PER 1000 FT) OF PIPE OUT OF EXIT HOLE TO ALLOW THE PE PIPE TO RECOVER. MAKE ALL TIE-INS THE DAY
AFTER THE PIPE IS PULLED IN WHERE PRACTICAL.
2. CONTRACTOR SHALL SUPPORT THE PRODUCT PIPE PULL SECTION AS IT PROCEEDS DURING PULLBACK SO THAT IT MOVES FREELY
AND IS NOT OVER STRESSED.
3. CAP OR PLUG THE LEAD PIPE TO PREVENT WATER, DRILLING FLUIDS AND OTHER FOREIGN MATERIALS FROM ENTERING THE PIPE
DURING PULLBACK.
4. USE PIPE ROLLERS, SKATES OR OTHER PROTECTIVE DEVICES TO PREVENT PIPE DAMAGE FROM EDGES OF PIT OR SUBSTRUCTURES
DURING PULL IN.
BORE DRILLING FLUIDS
1. CONTRACTOR SHALL SUBMIT THE COMPOSITION OF ALL DRILLING FLUIDS TO ENGINEER FOR APPROVAL,
2. CONTRACTOR SHALL NOT USE ANY DRILLING FLUID THAT DOES NOT COMPLY WITH PERMIT REQUIREMENTS AND ENVIRONMENTAL
REGULATIONS.
3. CONTRACTOR SHALL BE RESPONSIBLE FOR OBTAINING, TRANSPORTING, AND STORING ANY WATER REQUIRED FOR DRILLING FLUIDS.
4. CONTRACTOR SHALL MAXIMIZE RECIRCULATION OF DRILLING FLUID SURFACE RETURNS.
5. CONTRACTOR SHALL PROVIDE SOLIDS CONTROL AND FLUID CLEANING EQUIPMENT OF A CONFIGURATION AND CAPACITY THAT CAN
PROCESS SURFACE RETURNS AND PRODUCE DRILLING FLUID SUITABLE FOR REUSE.
S. DISPOSAL OF EXCESS DRILLING FLUID IS THE RESPONSIBILITY OF THE CONTRACTOR AND SHALL BE CONDUCTED IN COMPLIANCE
WITH ALL ENVIRONMENTAL REGULATIONS, RIGHT -OF -WAV AND WORKSPACE AGREEMENTS, AND PERMIT REQUIREMENTS,
7. CONTRACTOR SHALL SUBMIT DRILLING FLUID DISPOSAL PROCEDURES TO OWNER FOR APPROVAL.
8. CONTRACTOR SHALL EMPLOY BEST EFFORTS TO MAINTAIN FULL ANNULAR CIRCULATION OF DRILLING FLUID.
9. DRILLING FLUID RETURNS AT LOCATIONS OTHER THAN THE ENTRY AND EXIT PITS SHALL BE MINIMIZED,
10. IN THE EVENT THAT ANNULAR CIRCULATION IS LOST, CONTRACTOR SHALL TAKE ACTION TO RESTORE CIRCULATION.
11. IF INADVERTENT SURFACE RETURNS OF DRILLING FLUIDS OCCUR, CONTRACTOR SHALL IMMEDIATELY CLEAN AND COLLECT.
TRACER WARE INSTALLATION
1. INSTALL TRACER WIRE ALONG WITH HOD PIPE SO THAT THE PIPE CAN BE LOCATED AFTER INSTALLATION.
2. ATTACH THE TRACER WIRE TO THE PULLING HEAD AND PULL IT INTO THE BOREHOLE ALONG WITH THE PIPE.
3. INSTALL TWO (2) TRACER WARES IN THE EVENT ONE FAILS DURING PULLBACK.
HDD BORE CROSSING WITH CASING PIPE
1. INSTALL TRACER WIRE(S) TO LOCATE THE CASING PIPE.
2. USE INSULATORS OR PLASTIC LINER TO SEPARATE THE PLASTIC PIPE FROM THE STEEL CASING. INSULATORS SHOULD BE INSTALLED
WITHIN ONE (1) FOOT OF EVERY CASING SEAL AND SPACED NO MORE THAN EIGHT (8) FEET THROUGH THE LENGTH OF THE CASING.
MINIMUM BENDING RADIUS FOR NON DESIGNED HORIZONTAL DIRECTIONAL DRILLS
1. THE RADIUS OF CURVATURE FOR THE DRILL PATH SHOULD NOT BE LESS THAN THE MINIMUM VALUE RECOMMENDED BY THE
MANUFACTURER FOR THE DRILL ROD.
2. ASA RULE OF THUMB, THE MINIMUM TURNING RADIUS OF PE PIPE ON FEET) SHOULD NOT BE LESS THAN 100 TIMES THE DIAMETER (IN
INCHES) OF THE DRILL ROD.
GROUTING OF BORED AND CASED CROSSINGS
1. WHERE REQUIRED, BORED AND CASED CROSSING SHALL BE PRESSURE GROUTED BY THE CONTRACTOR TO COMPLETELY FILL THE
ANNULAR SPACE BETWEEN THE CARRIER OR CASING PIPE AND THE EARTH. THE GROUT SHALL CONSIST OF A SAND -CEMENT SLURRY
OF AT LEAST TWO SACKS OF CEMENT/YO3, OR AS REQUIRED BY JURISDICTIONAL AUTHORITY.
LINE STOPPLING
i. STOPPLES SHALL NOT BE LEFT IN THE PIPELINE UNATTENDED, UNLESS OTHERWISE APPROVED BY COMPANY. APPROVAL IS
REQUIRED ON A CASE BY CASE BASIS. CONTRACTOR SHOULD PLAN AND SCHEDULE TIE-INS AT EACH SITE FOR 1 DAY DURATION.
PROPRIETARY & CONFIDENTIAL ALL RIGHTS RESERVED' DO NOT SCALE THIS DRAWING' USE DIMENSIONS ONLY
REF. DWG(S)
,-
PIEDMONT'S NATURAL GAS FACILITY DRAWINGS ARE CONSIDERED CONFIDENTIAL (OM -1095) • DRAWING IS CURRENT ONLY THROUGH THE LATEST REVISED DATE -TO INSURE THERE IS NO RISK OF
INAPPROPRIATE DISCLOSER ALL PREVIOUS
;. qN,.�A . 4
PAPER COPIES OF THIS DRAWING MUST BE DESTROYED IN ACCORDANCE WITH RECORDS & INFO. MANAGEMENT (RIM) POLICY 1001
Ot'
NO DATE
REVISION(S) DESCRIPTION BY CHK I APPDDESCRIPTION APPROVALS
• 0 98
n:
_ AREA CODE 2730
_ ACCOUNT NUMBER 10700
°"'E ��""'°""""`s - - REGIONAL
ENGINEER
- - -' -CH Cal
�p,1
Piedmont
LINE D RELOCATION
GENERAL CONSTRUCTION
SHEET 3 OF 121 DWG SCALE: AS SHOWN
DWG DATE 11/30/18 ', SUPERCEDED
CyFNOIH �_"�PRo�ECT
_
NUMBER 1151341
a.E m��.,. E'��.�,Ls G
MGR TECH
Natural Gas
NOTES
DRAWING BY PKC
REC&ST°'
HICKORY NORTH CAROLINA
DRAWING NUMBER
REWSIOI
CHECKER INITIALS MAY
w*Euneix.u�s- PRINCIPAL COPYRIGHT 2014 PIEDMONT NATURAL GAS CORP.
I
PNG- G - 011- 0001034
0
SIGNATUR
CORP. OFFICE 4720 PIEDMONT ROW DRIVE
ENGINEER i CHARLOTTE, NC 29210
RESOURCE CENTER HICKORY
PNC-DISCIPLINE-RESOURCECENTER-NUMBER

NOTES:
1. MINIMUM COVER 4'.
2. INSTALL PIPE BY -.. - - - RAV =VARIES - - - - -
DIRECTIONAL DRILL
METHOD BELOW
SURFACE OF ROADWAY.
- - - - PAN=VARIES - - -
Fr ROAD
4'MIN. -
PROP. GAS UNE
DETAIL
ROADS NOT ASSOCIATED NTH NOD \ - /
NOT TO SCALE
NOTES:
1. MINIMUM COVER 10'.
2. INSTALL PIPE BY - - - - - RNV. VARIES - -
DIRECTIONAL DRILL
METHOD BELOW
SURFACE OF ROADWAY.
- -- - PM =VARIES - - - -+
ROAD
q ROAD
DITCH
1V MIN. 6
--I- - - - -, PROP. GAS UNE _ - _ - PROP. GAS UNE _
DETAIL
STATE ROAD CROSSING
NOT TO SCALE
NOTES:
1. MINIMUM COVER 15'.
NOTES:
2. INSTALL PIPE BY
- - - _. - - RNV = VARIES -
DIRECTIONAL DRILL
METHOD BELOW
1. MINIMUM COVER 5'.
SURFACE OF ROADWAY..
PNV=VARIES - - -
2. MADE BY THE STEM
- RNV = VARIES
-
15' MIN.
--- -
BORE METHOD BELOW
DETAIL 3
HIGHWAYANTERSTATE CROSSING J -
'.
SURFACE OF ROADWAY.
P/W = VARIES
-
T MIN. �- �1
- - - T MIN.
ROAD
DRIVEWAY
-
7MIN.
CULVERT 2'MIN.
-
5'MIN.
_-
PROP. GAS LINE
--
- -,
-—�
-
- - -
PROP. GAS UNE
ID
-
DETAILDRIVEWAY
4
DETAIL
�
6
NG
STEM BORE
%
NOT TO SCALE
SING
CROSNOT TO SCALE
_
NOTES:
BORE ENTRY ANGLE
<10°
1. MINIMUM COVER 5'.
2. INSTALL PIPE BY
DIRECTIONAL DRILL
METHOD BELOW
NCDOT DITCH LINE.
q ROAD
DITCH
1V MIN. 6
--I- - - - -, PROP. GAS UNE _ - _ - PROP. GAS UNE _
DETAIL
STATE ROAD CROSSING
NOT TO SCALE
NOTES:
1. MINIMUM COVER 15'.
2. INSTALL PIPE BY
- - - _. - - RNV = VARIES -
DIRECTIONAL DRILL
METHOD BELOW
SURFACE OF ROADWAY..
PNV=VARIES - - -
ROADF-D
a
�y - - - -
15' MIN.
--- -
PROP. GA S LINE
DETAIL 3
HIGHWAYANTERSTATE CROSSING J -
'.
NOT TO SCALE _
DETAIL �\
NCDOT DITCH CROSSING v
NOT TO SCALE
--. __ \v
3' MIN. TIE-IN POINT
T. GAS FACILITY PROP. GAS FACILITY
SLOPING DESIGN OF TIE-IN BORE PIT
POINT TO MEET TYPE "C" SOIL
CLASSIFICATION.
ALL EXCAVATIONS TO BE
OUTSIDE THE 1 TO 1 SLOPE AT
ALL TIMES.
ALL DIRECTIONAL BORES SHALL MAINTAIN A
MINIMUM DISTANCE OF 5 FEET FROM THE
NEAREST PART OF ANY STRUCTURE, INCLUDING
BUT NOT LIMITED TO BRIDGES, FOOTINGS, PIPE
- CULVERTS, OR BOX CULVERTS.
BENTONITE IS USED IN DIRECTIONAL BORE
METHOD TO SOLIDIFY THE EXCAVATED DRILL
HOLE THUS ELIMINATING ANY VOIDS WITHIN THE
DRILL HOLE.
NOTE: DIRECTIONAL DRILL IS NOT CONSIDERED
'WET DUE TO THE METHOD.
L
DETAIL 7
TIE-IN POINT/BORE PIT DETAIL
NOT TO SCALE
PROPRIETARY & CONFIDENTIAL ALL RIGHTS RESERVED' DO NOT SCALE THIS DRAWING' USE DIMENSIONS ONLY
PIEDMONT'S NATURAL GAS FACIUTY DRAWINGS ARE CONSIDERED CONFIDENTIAL (OM -1095)' DRAWING IS CURRENT ONLY THROUGH THE LATEST REVISED DATE' TO INSURE THERE IS NO RISK OF
N
A INAPPROPRIATE DISCLOSER ALL PREVIOUS PAPER COPIES OF THIS DRAWING MUST BE DESTROYED IN ACCORDANCE WITH RECORDS & INFO. MANAGEMENT (RIM) POUCY 1001
REISION(S)OESCRIPRON BY CHK APPD DESCRIPTION
9- AREACNTNUMBE o �MrE —AG T -- (ENGINEER LINE D RELOCATION
Oe' NO DATE
APPROVALS
- - AREA CODE 273p wnus REGIONAL Piedmont
0 98 - - - - - - - - - -- -
O -- — vcHeiussi nr,us01
_ _ _ _-`- - P oJECT"UMBER „5,34, a'E - TECH Natural Gas
CONSTRUCTIONL DETAILS
1G J2,
ID NG BY JKc REC&STD HICKORY NORTH CAROLINA
c
G`HEC.I(ER INITIALS MAY wre islcr,Aruacr Nrus — - — 1 — -- COPYRIGHTFFICE PIEDMONTNATURALDRIVE P.
r r 1 �SIGNATI.IR I ENGINEER CORP. OFFICE QZO PIEDMONT ROW DRIVE RESOURCE CENTER HICKORY
CHARLOTTE, NC 29210
REF.
SHEET 4 OF 1TbWG SCALE: AS SHOWN
DWG DATE 11/30/18 1 SUPERCEDED
DRAWNG NUMBER REVISIO!
PNG- C - 011- 0001059 0
PNGDISCIPUNE-RESOURCE CENTER -NUMBER

PROPRIETARY & CONFIDENTIAL ALL RIGHTS RESERVED' DO NOT SCALE THIS DRAWING' USE DIMENSIONS ONLY
0. ❑
-
PIEDMONT'S NATURAL GAS FACIUTY DRAIANGS ARE CONSIDERED CONFIDENTIAL (OM -1095)' DRAWING IS CURRENT ONLY THROUGH THE LATEST REVISED DATE' TO INSURE THERE IS NO
INAPPROPRIATE DISCLOSER ALL PREVIOUS PAPER COPIES OF THIS
RISK OF
2- MIN '
DRAWING MUST BE DESTROYED IN ACCORDANCE WITH RECORDS & INFO. MANAGEMENT (RIM) POLICY 1001
S / - '-
/ \\ U
REVISIONS) DESCRIPTION BY CHK APPD� DESCRIPTION APPROVALS
CL ROAD
- 0 96 _
_ _
�/ a
SPOIL PILE VI -* -
LINE D R E L O CATION
SHEET 5 OF 121 DWG SCALE: AS SHOWN
DWG DATE 11/30/16 1 SUPERCEDED
-'OPEN
PROJECT NUMBER' 1151341 WE "Ar""""T�s ~
Natural
GRADE
DRAWING BY JKC REC�STD
HICKORY
DRAWING NUMBER REISIO
_ CHECKER INITIALS MAY WE """ "E' "r — COPYRIGHTZOI I PIEDMONT NATURAL GAS OORP.
PRINCIPAL
a
�
.I
A EDGE OFSLOPING,
BENCHING TO MEET
- _ FINISHED GRADE
_ -. _... _ __.. _ _ _. -
CORP. OFFICE 4720 PIEDMONT ROW DRIVE
SIGNATUR ENGINEER CHARLOTTE, NC 28210—_
RESOURCE CENTER HICKORY
i
PAVEMENT
PART 192 OF TITLE 49 CFR
)
3'MINIMUM
EDGE
U
) TOP OF CASINGIPIPE
T ,rte PROPOSED NATURAL
PAVEMENT
(
--�
TRENCH - - - - _
NOTE: J ✓ GAS PIPE
��
42"MIN.
o
-p•.
NCDOT PIPELINE SAFETY REGULATIONS, PART 192 OF
COVER
"A"
BOX 1TITLE
CFR 49 STATES, -DISTRIBUTION MAINS SHALL HAVE
O
0:
3' MIN
1
AT LEAST 36 INCHES OF COVER WHERE POSSIBLE
PROPOSED
GAS UNE USE OF DIP OR STEEL
THE 36 -INCH COVER MUST BE OBTAINED FOR
ENCASEMENT REQUIRED
- -
-
,
DISTRIBUTION LINES IN DRAINAGE DITCHES OF PUBLIC
ROADS AND RAILROADS. A MINIMUM OF 24 INCHES OF
COVER IS REQUIRED AT DITCH CROSSINGS•
IF 2 FEET OR MORE -L IF CLEARANCE IS 1 FOOT OR LESS, NOT ALLOWED,
•S"
O w
OVER THE EXISTING -EXCEPT AS INTERFERENCE BOX ON A CASE BY
TRENCH
2pF7_ w
BOX O w
_
_LAYOUT SC_ HE_DILLE (FT.)
UTILITY THEN NO DIP 2 CASE BASIS ONLY.
OR ENCASEMENT IS MIN.
APPROX.
_A 5 6 7 8 9 10 11 12
-
DETAIL 1 O
REQUIRED
D 5 - 6 . 7 _ 8 9 10 11 ,12
,I
PICAL CONSTRUCTION METHOD
1 - -
NOT TO SCALE
•A" -.
"A" -MINIMUM DISTANCE FROM THE EDGE OF
"C"
PAVEMENT (EP) IS BASED ON THE DEPTH OF PIT
8FTt
CDj AND BY A RATIO OF A 1:1 SLOPE. FOLLOW
2-C' MIN. DEPTH '-EXISTING
APPROX.
SAFETY REQUIREMENTS BY FENCING OFF OPEN
_
ALLOWED UNDER UTILITY--
PIT AND WORKING AREA,
- - -
EXISTING UTILITY
DETAIL
r8_
TYPICAL BORE
_
PIT LOCATION
DETAIL
NOT TOSCALE
f -- - RNV =VARIES
_ -
GAS LINE CROSSING -OVER �
NOT TO SCALE
- - PNV = VARIES - -
rY ROAD
- PROPOSED GAS FACILITY - _� _ -_LIFT- f
II II
FINISHED GRADE
NOTE
1. MINIMUM COVER 36'
DETAIL 11
-- -- - I - - -7 WING WALL (TYP.)
TYPICAL PAVEMENT CUT
,- EXIS71NGMROPOSED
'-
- - -
NOT TO SCALE
UTILITY
f
PROP_ 45' VERT_ BEND 45' VERT. BEND
GASLINE/
PROPOSED GAS FACILITY.
"
MI . 1
MIN
T MIN
CURB 18' MIN
45' VERT. BEND 45' VERT. BEND
PAVEMENT GROUND T GROUND
- 5'-0"
_
PROFILE VIEW
SLOPE �E
`r
BOX
`5 SHORING BOX
CULVERT
DEPTH
*
- L_ - __ _
A ' 'I
GAS FACILITY
D 1 4
DETAIL GAS UNE
PROPOSED GAS FACILITY —�
��
CROSSING - UNDER
NOT TO SCALE
T MIN. (TYP) ��
BELOW CREEK OR STREAM BED
�/ 2 MAX
N
J- -
6
DETAIL
$
_
CROSSING UNDER CULVERTS DETAIL
DETAIL 12
NOT TO SCALE
_
TEMPORARY SHORING _
_
NOT TO SCALE
PROPRIETARY & CONFIDENTIAL ALL RIGHTS RESERVED' DO NOT SCALE THIS DRAWING' USE DIMENSIONS ONLY
REF. DWG(S)
-
PIEDMONT'S NATURAL GAS FACIUTY DRAIANGS ARE CONSIDERED CONFIDENTIAL (OM -1095)' DRAWING IS CURRENT ONLY THROUGH THE LATEST REVISED DATE' TO INSURE THERE IS NO
INAPPROPRIATE DISCLOSER ALL PREVIOUS PAPER COPIES OF THIS
RISK OF
,�A Y
DRAWING MUST BE DESTROYED IN ACCORDANCE WITH RECORDS & INFO. MANAGEMENT (RIM) POLICY 1001
S / - '-
NO DATE
REVISIONS) DESCRIPTION BY CHK APPD� DESCRIPTION APPROVALS
- 0 96 _
_ _
AREA CODE 2730 re N°�0RE"'4 "'"' - ENGINEERPiedmont
_ _ _ _ _ _ _ _ ACCOUNT NUMBER, 10700 ENGINEER
— —
C�
LINE D R E L O CATION
SHEET 5 OF 121 DWG SCALE: AS SHOWN
DWG DATE 11/30/16 1 SUPERCEDED
PROJECT NUMBER' 1151341 WE "Ar""""T�s ~
Natural
CONSTRUCTION DETAILS
DRAWING BY JKC REC�STD
HICKORY
DRAWING NUMBER REISIO
_ CHECKER INITIALS MAY WE """ "E' "r — COPYRIGHTZOI I PIEDMONT NATURAL GAS OORP.
PRINCIPAL
p NORTH CAROLINA
PNG- C — O11 — 0001060 O
CORP. OFFICE 4720 PIEDMONT ROW DRIVE
SIGNATUR ENGINEER CHARLOTTE, NC 28210—_
RESOURCE CENTER HICKORY
_..—
PNGDISCIPUNE-RESOURCE CENTER -NUMBER

6'
SEE DEPTH TABLE
FOR MIN. COVER
g'
WIDTH TABLE
PIPE SIZE
DITCH WIDTH
2' AND UNDER
DIRT (MIN) ROCK (MIN)
3"
6" 17
4"
8" 12"
5'
8" 17
8"
12" 18"
8"
12" 18"
10"
18'24
12'.
18" 24"
MOUND DITCH TO ALLOW -
7' PLASTIC HIGH CAPACITY TAPPING TEE
-
FOR SETTLEMENT\
I
r'V PLASTIC
0 PLAN
- — PIPE
NOTE:
T EXCEPT FLUSH
SLOPE DITCH SIDES WHEN -�
A STEEL VALVE AND TRANSITION
�
WITH PAVEMENT `
REQUIRED BY PROJECT SPECS.
SEE DEPTH TABLE
7' PLASTIC HIGH CAPACITY TAPPING TEE
R UNSTABLE
FOR MIN. COVER
GRADE
-E
SOIL CONDITIONS
-SOCKET FUSE
,, . �._
CLEAN DIRT BACKFILL----�-�
C OER -'
j PLASTIC
1,,. PIPE
CONCRETE(POURED SECTION
APPROVLL
MATERIAL - I
�- —
g
_ -� ,-4 _
..
IN PLACE F--1
V OR PRE -REMANUFACTURED
COLLAR
TRACER WARE FOR
PLASTIC PIPE -
�i
) 1
O I
PLASTIC VALVE
\-EXIIG
- STEEL VALVE BOX HATH LID
AND WORD "GAS" CAST IN UD
/ (OR APPROVED EQUAL)
_
-'GASPIPEUNE �-
INAPPROPRIATE DISCLOSER ALL PREVIOUS PAPER PIES OF THIS DRAWING MUST BE DESTROYED IN ACCORDANCE WITH RECORDS d INFO. MANAGEMENT (RIM) POLICY 1001
-
PLASTIC MAIN
NO DATE
REVISION S) DESCRIPTION BV CHK APPD DESCRIPTION
(
GAS VALVE
T 3
4' MIN. CLEAN
AREA CODE 2730
—
LINE D RELOCATION
GAS MAIN
ACCOUNT NUMBER 10700
PROJECT
DIRT PADDING
DETAIL
• F 2 ;
= O'•.1'OIN J�
NUMBER 1151341
°w'”""G BY JKc
MGR TECH
— RE°agT°
atE wsusEiir�nius COPYRIG.OFFICPIEDMOEDMONTROWDRIVORP.
HICKORY, NORTH CAROLINA
--
2" LATERAL CONNECTION TO PLASTIC
—%
PRINCIPAL PIEDMONT ROW DRIVE
'SIGNATUR
MAIN OF SAME OR LARGER DIAMETER
RESOURCE CENTER HICKORY
NOT TO SCALE
CONCRETE MIX (RAGS)
`- FOR MINIMUM DITCH W DTH
SEE WIDTH TABLE
NOTES
1. TRENCH TO BE BACKFILLED AND COMPACTED IN ACCORDANCE WITH
LOCAL GOVERNING BODY AND/OR PROJECT SPECIFICATIONS.
2. WARNING TAPE SHALL BE INSTALLED DIRECTLY ABOVE THE GAS MAIN OR
SERVICE, B INCHES BELOW THE FINISHED GRADE.
DETAIL ('15)
GENERAL TRENCH FOR DIRT AND ROCK /
NOT TO SCALE
NOTE:
1. VALVE BOX TO BE SUPPORTED INDEPENDENTLY OF THE VALVE AND GAS
UNE. SOIL AROUND BOX MUST BE TAMPED BEFORE PORING CONCRETE.
2. PROVIDE PLASTIC CRADLE FOR PE POLYVALVES AS INDICATED IN DETAIL.
DETAIL 19
D " VALVE DETAIL
g NOT TO SCALE
i , -
a
-y� NEW PLASTIC
PIPE
PLASTIC
O VALVE
zz3
DETAIL _ 17
LATERAL CONNECTION TO PLASTIC }
MAIN OF SAME DIAMETER/
NOT TO SCALE
REF. DWG(S)
SHEET 6 OF 121 DWG SCALE: AS SHOWN
DWG DATE 11/30/18 SUPERCEDED
DRAWING NUMBER REWSION
PNG— C — 011— 0001061 0
PNG-DISCIPUNE-RESOURCE CENTER -NUMBER
7' PLASTIC HIGH CAPACITY TAPPING TEE
I-
,- PLASTIC REDUCER
I
r'V PLASTIC
I
- — PIPE
NOTE:
PLASTIC VALVE FOR VALVES WAND LARGER
A STEEL VALVE AND TRANSITION
EXISTG PLASTIC MAIN FITTING MAY BE USED.
DETAIL / 188
LATERAL CONNECTION TO PLASTIC
MAIN OF LARGER DIAMETER-�
NOT TO SCALE
PROPRIETARY 8 CONFIDENTIAL ALL RIGHTS RESERVED • DO NOT SCALE THIS DRAWING • USE DIMENSIONS ONLY
PIEDMONT'S NATURAL GAS FACILITY DRAWINGS ARE CONSIDERED CONFIDENTIAL (OM -1095) • DRAWING IS CURRENT ONLY THROUGH THE LATEST REVISED DATE • TO INSURE THERE IS NO RISK OF
CA
SH OC
INAPPROPRIATE DISCLOSER ALL PREVIOUS PAPER PIES OF THIS DRAWING MUST BE DESTROYED IN ACCORDANCE WITH RECORDS d INFO. MANAGEMENT (RIM) POLICY 1001
O411S Z
NO DATE
REVISION S) DESCRIPTION BV CHK APPD DESCRIPTION
(
APPROVALS
T 3
AREA CODE 2730
—
a�,. AE„�R. s
O°TE REGIOry,gL
Piedmorrt
LINE D RELOCATION
B
'O =
ACCOUNT NUMBER 10700
PROJECT
ENGINEER
on*E soiwTUREilunv,Ls '.
ral Natural Gas
CONSTRUCTION DETAILS
• F 2 ;
= O'•.1'OIN J�
NUMBER 1151341
°w'”""G BY JKc
MGR TECH
— RE°agT°
atE wsusEiir�nius COPYRIG.OFFICPIEDMOEDMONTROWDRIVORP.
HICKORY, NORTH CAROLINA
CHECKER INITIALS MAY
PRINCIPAL PIEDMONT ROW DRIVE
'SIGNATUR
ENGINEER CORP. OFFICE
RESOURCE CENTER HICKORY
282
CHARLOTTE, NC 28210
LO
REF. DWG(S)
SHEET 6 OF 121 DWG SCALE: AS SHOWN
DWG DATE 11/30/18 SUPERCEDED
DRAWING NUMBER REWSION
PNG— C — 011— 0001061 0
PNG-DISCIPUNE-RESOURCE CENTER -NUMBER

CASING DIMENSIONS I
WETLANDS
'
rtnl[➢n I➢if Inl'y''n..
1n f.-knn 1nLLl-Il
CARRIER PIPE STEEL CASING NPNG ITEM PNG ITEM UMBER FOR NUMBER FOR
I
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NOTES.
__ _ _
.188r 11012 10842
'YV
LINE D RELOCATION
'��''
PROJECT NUMBER 1151341 °"T`
-- ---- MGR TECH Natural Gas
,_2" —8"
_TI — -r — r- - -
C a"-0ea
.1' Wf 10059 10825
GROUND
1. INSTALL PIPE BY
CONVENTIONAL BORE
HICKORY NORTH CAROLINA
— — -, ---
MAY COPYPJGHT2014 PIEDMONT NATURAL GAS CORP.
- -- - PRINCIPAL
BELOW CREEK BED.
S' 10"-0.219' Wr 14530 10837
CORP. OFFICE 4720 PIEDMONT ROW DRIVE
SIGNATUREENGINEER CHARLOTTE NC 2111210
!'
9• 170.219'Wf 11137 10319
—_--- -moi-
MOPE PIPE
-� _'. �-
50' 50'
—
EDGE OF
CREEK
1 VENT //
412 SOLID COPPER
TRACER RE
----
-
— — - ' -- —
-,.
IN.
4' MCURBROAD
OAD
-
- 5' MIN.
DETAIL
LOCATING TEST STATION
I
G V MIN.
STEEL CASING
NOT TO SCALE _
_ --
- PROP. GAS UNE
END SEAL I,
--�` !
NOTE:
1'-0" 8'-0" CARRIER PIPE
1.
TRACER WIRE NO. SHALL BE USED.
DETAIL 22
MAX MAX '- CASING INSULATOR
2.
TEST STATION SHALL BE INSTALLED AT INTERVALS OF APPROXIMATELY
_
CREEK BED CROSSING - -
1,000 FEETEACH ROAD CROSSING.
NOT TO SCALE
'
3.
TEST STATION SHALL BE BIG FINK STYLE.
4.
TRACER WIRE CONNECTIONS TO PLASTIC TERMINAL BOARD SHALL BE IN
ACCORDANCE WITH CURRENT PNG PRACTICES.
5.
ATTACH TRACER WIRE TO BOTTOM OF PIPE.
6.
TWO RUNS OF TRACER WIRE WILL BE USED NTH EACH BORE.
DETAIL %20 \
PLASTIC CARRIER PIPE CASING j
NOT TO SCALE
10'MIN
WETLANDS
'
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REVISIONIST DESCRIPTION BY ,CHK APPD OESCPoPTION APPROVALS
BY HDD)
DETAIL /'23
TYPICAL HDD WETLAND CROSSING \ NOT TO SCALE
NOTE:
1. ALL FLAGGED WETLAND CROSSINGS ARE TO BE
MADE BY HORIZONTAL DIRECTIONAL DRILL AS
IDENTIFIED ON THESE PLANS.
2. NO OPEN CUTTING OR OTHER DISTURBANCE SHALL
TAKE PLACE WITHIN A FLAGGED WETLAND SITE.
3. CONTRACTOR SHALL PREVENT DISTURBANCE
WITHIN A REASONABLE DISTANCE OF THE EDGE OF
WETLAND AREAS (10' MINIMUM)
50- MIN. STREAM
ORPOND
R°Il.Ilnli.-n=rnnl-➢:11unl=F-n 1n1-11=:_-=Inpuuunf=�==Gu==1InIif1f=ng LL1n-n1r'-=n=unn¢11=--lI1n1Ilr11l =.J1in n1flfL-=n 'nn 1==.l=L1nnuIl11.n-=1=1nn111=�--= nnuLL17_1=1Inr1L11 __n--J.L 1nu1r -�n 1I1II I�I[1>II?-_=II. LI _➢-- 1nIIIi1 -_=nnn -n 1Irzn1L-__nlInrI l- 1IIn1LIl-n=_nnIr n -n nIln Lt_Z'nqnnI-=In"unr_nn=--.L¢lrr-Il-- 1lnLr-p-n n'nn1-- n1nnn1=--lninn11lt ul.-lu'n�ll---=-lnulll J-
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n�17=n n Ir n n
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GAS DISTRIBUTION UNE
n=,u= u(INSTALLED BY HOD)DETAIL (-24TYPICAL HDIDSTREAINI-POND CROSSINGNOT TO SCALE
50' MIN.
NOTE:
1. ALL FLAGGED STREAM AND POND CROSSINGS ARE TO BE
MADE BY HORIZONTAL DIRECTIONAL DRILL AS
IDENTIFIED ON THESE PLANS.
2. NO OPEN CUTTING OR OTHER DISTURBANCE SHALL
TAKE PLACE WITHIN THE 50' RIPARIAN BUFFER.
3. THE BUFFER ADJACENT TO PERENNIAL STREAMS
SHALL BEGIN AT THE TOP OF BANK AND EXTEND LANDWARD
A DISTANCE OF 50'.
4. THE BUFFER ADJACENT TO PONDS SHALL BEGIN AT THE NORMAL
WATER AND EXTEND LANDWARD A DISTANCE OF 50'.
REF.
SHEET 7 OF 121 DWG SCALE: AS SHOWN
DWG DATE 11/30/16 SUPERCEDED
DRAWING NUMBER REVISIOI
PNG-C-011- 0001062 0
PNG-DISCIPUNE-RESOURCE CENTER -NUMBER
PROPRIETARY & CONFIDENTIAL ALL RIGHTS RESERVED • DO NOT SCALE THIS DRAWING " USE DIMENSIONS ONLY
CA Off•"',,
PIEDMONT'S NATURAL GAS FACILITY DRAWINGS ARE CONSIDERED CONFIDENTIAL (OM -1095)' DRAWING IS CURRENT ONLY THROUGH THE LATEST REVISED DATE ” TO INSURE THERE IS NO RISK OF
INAPPROPRIATE DISCLOSER ALL PREVIOUS PAPER
COPIES OF THIS DRAWING MUST BE DESTROYED IN ACCORDANCE WITH RECORDS & INFO. MANAGEMENT (RIM) POUCY 1001
'S L T
NO DATE
—
REVISIONIST DESCRIPTION BY ,CHK APPD OESCPoPTION APPROVALS
o sa
__ _ _
-- rurunernunus - —. - _ _ _
- AREA CODE 2730 9O REGIONAL
_ _ ACCOUNT NUMBER 10700 ENGINEER Piedmont
I�.--IU"E'""'"L� - -
01
LINE D RELOCATION
'��''
PROJECT NUMBER 1151341 °"T`
-- ---- MGR TECH Natural Gas
CONST RUCTION DETAILS
�yFdi�A ��,
T
Dw'"""G BY JKC RED&ST°
CHECKER INITIALS wre swruTwe" ' — -
HICKORY NORTH CAROLINA
— — -, ---
MAY COPYPJGHT2014 PIEDMONT NATURAL GAS CORP.
- -- - PRINCIPAL
CORP. OFFICE 4720 PIEDMONT ROW DRIVE
SIGNATUREENGINEER CHARLOTTE NC 2111210
RESOURCE CENTER HICKORY
REF.
SHEET 7 OF 121 DWG SCALE: AS SHOWN
DWG DATE 11/30/16 SUPERCEDED
DRAWING NUMBER REVISIOI
PNG-C-011- 0001062 0
PNG-DISCIPUNE-RESOURCE CENTER -NUMBER

M
Dwg Code Catalog
Drawing
Qty Size & Description MWP
—__
Valwa
VALVE MDPE 8 IPS FP SDR 11
Number
City
Returned (PSIG)
VALVE MDPE 6 SDR 11 -- -- -
12
13460
Pille
1
13520
95,382
PIPE MDPE 8 IPS SDR 11.5 X40'
2
13391
210
PIPE MDPE 6 IPS SDR 11.5 X 40'
3
13357
5,124
PIPE MDPE 4 IPS SDR 11.5 X 40'
4
13389
7,644
PIPE MDPE 2 IPS SDR 11 X 500' -
5
13609
1,092
PIPE ERW FBE 12 X.281 AP15L X-52 DRL
6
16771
3,024
PIPE ERW FBEIPC 16X .375 API5L X85 DRL
10
_
_ 13524
20
—__
Valwa
VALVE MDPE 8 IPS FP SDR 11
11
13465
- 3
VALVE MDPE 6 SDR 11 -- -- -
12
13460
7
VALVE MDPE 4 SDR 11
13
13455
15
VALVE MDPE 2 SDR 11
15
_� —. �
13536
-- -
35
�_,.'",•,,;; Fops _ __ �
ELL MDPE 908IPS SDRII
16
13540
30
ELL MDPE 45 8 IPS SDR 11 J
j 17
13514
9
TEE MDPE 8 IPS SDR 11
18�
134344
_ _
_ _
TEE MDPE-2 IPS SDR i t — - - - -
_
1 19
13444
3
_
TEE MDPE 4 IPS SDR 11
20
_ 13406
3
COUPLING MDPE 4 IPS X 2 IPS
21
13410
-
5
COUPLING MDPE 6 IPS X 41PS
22
13676
4
CAP MDPE 8 IPS SDR 11
23—
13398
15
CAP MDPE 2 IPS SDR 11
24
13400
-
8
CAP MDPE 41PS SDR 11
25
_
13566
10
SADDLE BRANCH MDPE 8 X 2 OUTLET 8- X 2- IPS BRANCH
. —
-4
SADDLE HATH SDR 11 OUTLET
26
_
13528
6
COUPLING MDPE 81PS X 61PS
30
45
36
VALVE BOXES
31
1512
00
14
BOX TEST ABOVEGROUND TERMINAL
32
11010
105
MARKER PIPE ALERT YELLOWBURIED 6X1000
x_33
I 11539 i
410
_ _LVIRE STRANDED BLACK ffi X 500 FT
PROPRIETARY & CONFIDENTIAL ALL RIGHTS RESERVED' DO NOT SCALE THIS DRAWING' USE DIMENSIONS ONLY
OA PIEDMONT'S NATURAL GAS FACILITY DRAVINGS ARE CONSIDERED CONFIDENTIAL (OM -1095) • DRAWING IS CURRENT ONLY THROUGH THE LATEST REVISED DATE' TO INSURE THERE IS NO RISK OF
N..... 04 INAPPROPRIATE DISCLOSER ALL PREVIOUS PAPER COPIES OF THIS OKAYING MUST BE DESTROYED IN ACCORDANCE WITH RECORDS & INFO. MANAGEMENT (RIM) POUCY 1001
---
0 6 T = NO : DATE REVISIONS) DESCRIPTION BY CHK APPD DESCRIPTION gppppygLq
AREA CODE 2730 '°""r"� ""s ER GIONAL
Piedmont
LINE D RELOCATION
AV�-11 98 _ ACCOUNT NUMBER' 10700 ENGINEER rainatural
c �—PROJECT NUMBER ,15134, Gas BILL OF MATERIALS
IN MGRTECHHICKORY NORTH CAROLINA
EdP/?;O za�6 DRAWING BY JKC REC & STD
EC
"." CHECKER INITIALS MAY rE srorurunernnua% COPYPJGHT2014 PIEDMONT NATURAL GAS CORP. 1
-- PRINCIPAL CORP. OFFICE 4720 PIEDMONT ROW DRIVE
SIGNATURIE ENGINEER CHARLOTTE, INC 28210 RESOURCE CENTER HICKORY
SHEET 8 OF 121 DWG SCALE: AS SHOWN
DWG DATE 11/30116 SUPERCEDED
DRAPING NUMBER REVISIOI
PNG- C - 011- 0001063 0
PNG-DISCIPLINE-RESOURCE CENTER -NUMBER

d
i
OWNERSHIP, FOOTAGE
LEGEND
E.Imu cis
NORSEMEN!
o.�E"eE" Ms. w,
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ALL TRENCHED AREAS, NOT
OTHERWISE DESIGNATED,
SHOULD BE FILLED AND
STABILIZED WITH SEED AND
STRAW, HYDROSEEDING, OR
SOD BY THE END OF EACH
WORKDAY. SILT FENCE WILL
NOT BE REQUIRED IF DAILY
STABILIZATION IS
OCCURRING. DESIGNATED
AREAS MAY BE LEFT
DISTURBED FOR LONGER LU
THAN 1 DAY, BUT MUST LL
FOLLOW NC PERMIT O
SPECIFICATIONS. THESE 0-
DESIGNATED AREAS ARF
SHOWN WITH SHADING
AND ARE TYPICALLY AT
TIE-INS AND BORE
LOCATIONS.
MAOP
ANSI RATING
DESIGN FACTOR
i 0
C1_
GRAPHIC SCAI E N FEF7,
BEGIN PROJECT
EXISTING PIEDMONT
_ NATURAL AS
' REGULATOR SJATION
D
s
� s
5+00
i a r
_ Z t.
xIP '
x N
/ SITE - Us
EXISTING 10" LINE TO
i
,F A" IIu REMAIN IN SERVICE
EXISTING 4" STEEL
_
LINE TO 13E
BE
't .- b ABAN ONE
r + , STREAM SA I / D O 10
}• ADD-0� xc
/ O _ EXISTING 4" STEEL O O
�, .'"r" LINE TO BE
Z_ ABANDONED m .�.�. �• - aEM(
.-. Z_
0 1.O +
�j
s.
_10
-in-�
L. -
••
_ 1
. cr 11080
©d l_ INS S+I. INS1DE -- - 1�
SHADED/j,@�A - - - _ a .. - _ ,. . _ . ,� _ _ - NCDOT RMI AT A MI DEPTH OF 3'.0-
..;>-'-
t n �- J - 9060 �_ _ -- _
SUPPORIFITK - - .
_ -- INSTALL 8" MDPE, 5'+/- INSID! - -- - - 1
SILT FENCE - 1040 - - --
- -- - - ,; - -NCDOT RAY AT A MIN. DEPTH OF T. 1050 - - -
- _1020 -- - __ _- _ _ - -- -- -. -�- LIMITS OF -- _ - - -.
- -. - _- 103P... -. 105 DISTURBANCE -
0
-_.1010- __ __. -. 1040
1141
1020
r. -,_m :�...-._wv,�u-: �OOO ,..,,s..us:..�.rn m. mva`�,�m •.�.. ....,�.-- -.. , u '.. __ a -
DATE
1150— - - - - - - -
1140—- --
1130 --
1120 --
1110 -
1100 ---
1090 -
1080 -
1070 -
1060 -
1050 —
1040 —
1020--
1010--
1000-
990
020--
1010--
1000-990 +
980
970
960 —
950+--
G+00 1+D0 2+00 3+00
3
—1150
1140
TRENCH BREAKER T 1130
1120
TRENCH BREAKERl - -71110
1100
TRENCH BREAKER -1 -- - 1 090
080
PROPOSED PIPELINE
I
4+00 5+100
EXISTING GRADE
1060
3, MIN. COVER 1050
1040
1030
1020
1010
1000
990
960
970
980
_..� 950
00 7+00 6+00 9+00 10+00 11+00 1200 12+70
PROPRIETARY d CONFIDENTIAL ALL RIGHTS RESERVED • DO NOT SCALE THIS DRAWING • USE DIMENSIONS ONLY
PIEDMONT'S NATURAL GAS FACILITY DRAWINGS ARE CONSIDERED CONFIDENTIAL (OM -1095) • DRAWING IS CURRENT ONLY THROUGH THE LATEST REVISED DATE • TO INSURE THERE IS NO RISK OF
INAPPROPRIATE DISCLOSER ALL PREVIOUS PAPER COPIES OF THIS DRAWING MUST BE DESTROYED IN ACCORDANCE NTH RECORDS d INFO. MANAGEMENT (RIM) POLICY 1001
N(S)DESCRIPTION _ BY I CHK APPD, DESCRIPTION APPROVALS
EA coDE 2730 ­E""^�E' n�E REGIONAL LINE D RELOCATION
ACCOUNT NUMBER 10700 m ENGINEER
— ��1 Wur l G ALIGNMENT PLAN & PROFILE
PROJECT NUMBER 1151341 °"TE """""'"""`s — I�U(8� �g
-- MGR TECH
DRAWING BY CPD REC66TD HICKORY NORTH CAROLINA
CHECKER; MAY rE utuaEl l— -- T� COPYRIGHT 2014 PIEDMONT NATURAL GAS CORP.
--- - PRINCIPAL CORP. OFFICE 4720 PIEDMONT ROW DRIVE
SIGNATURE ENGINEER CHARLOTTE, NC 26210 RESOURCE CENTER HICKORY
REF. DWG(S)
SHEET 9 OF 121 DWG SCALE: AS SHOWN
DWG DATE 11/30/16 SUPERCEDED
0 N NUMBER REVISION
PNG- C - 011- 0001064 0
PNG-DISCIPUNE-RESOURCE CENTER -NUMBER
� N
r
fq*00
as
r
4f,
1
a
/
r
• ADD -02
3
S
J
3
—1150
1140
TRENCH BREAKER T 1130
1120
TRENCH BREAKERl - -71110
1100
TRENCH BREAKER -1 -- - 1 090
080
PROPOSED PIPELINE
I
4+00 5+100
EXISTING GRADE
1060
3, MIN. COVER 1050
1040
1030
1020
1010
1000
990
960
970
980
_..� 950
00 7+00 6+00 9+00 10+00 11+00 1200 12+70
PROPRIETARY d CONFIDENTIAL ALL RIGHTS RESERVED • DO NOT SCALE THIS DRAWING • USE DIMENSIONS ONLY
PIEDMONT'S NATURAL GAS FACILITY DRAWINGS ARE CONSIDERED CONFIDENTIAL (OM -1095) • DRAWING IS CURRENT ONLY THROUGH THE LATEST REVISED DATE • TO INSURE THERE IS NO RISK OF
INAPPROPRIATE DISCLOSER ALL PREVIOUS PAPER COPIES OF THIS DRAWING MUST BE DESTROYED IN ACCORDANCE NTH RECORDS d INFO. MANAGEMENT (RIM) POLICY 1001
N(S)DESCRIPTION _ BY I CHK APPD, DESCRIPTION APPROVALS
EA coDE 2730 ­E""^�E' n�E REGIONAL LINE D RELOCATION
ACCOUNT NUMBER 10700 m ENGINEER
— ��1 Wur l G ALIGNMENT PLAN & PROFILE
PROJECT NUMBER 1151341 °"TE """""'"""`s — I�U(8� �g
-- MGR TECH
DRAWING BY CPD REC66TD HICKORY NORTH CAROLINA
CHECKER; MAY rE utuaEl l— -- T� COPYRIGHT 2014 PIEDMONT NATURAL GAS CORP.
--- - PRINCIPAL CORP. OFFICE 4720 PIEDMONT ROW DRIVE
SIGNATURE ENGINEER CHARLOTTE, NC 26210 RESOURCE CENTER HICKORY
REF. DWG(S)
SHEET 9 OF 121 DWG SCALE: AS SHOWN
DWG DATE 11/30/16 SUPERCEDED
0 N NUMBER REVISION
PNG- C - 011- 0001064 0
PNG-DISCIPUNE-RESOURCE CENTER -NUMBER

J
11
OWNERSHIP, FOOTAGE
LEGEND
—
OTHERWISE DESIGNATED,
Ex�.rlwa axa
.E. EAou , E. a
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IK
�"
STABILIZED WITH SEED AND
un
STRAW, HYDROSEEDING, OR
_-
nEwEvnT.L-T
-
WORKDAY. SILT FENCE WILL
DRAWING BY
NOT BE REQUIRED IF DAILY
11RE
REC&STD
OCCURRING. DESIGNATED
v
p�
biAY are
DISTURBED FOR LONGER
LU
THAN 1 DAY, BUT MUST
LL
FOLLOW NC PERMIT
O
-—E
a
DESIGNATED AREAS ARE
PRINCIPAL
ENGINEER
SHOWN WITH SHADING
1
RESOURCE CENTER HICKORY
AND ARE TYPICALLY AT
TIE-INS AND BORE
LOCATIONS.
NOTE
ALL TRENCHED AREAS, NOT
10700
OTHERWISE DESIGNATED,
REGIGNA'
ENGINEER
SHOULD BE FILLED AND
LINE D RELOCATION
STABILIZED WITH SEED AND
1151341
STRAW, HYDROSEEDING, OR
EXISTING GRADE
j.—
SOD BY THE END OF EACH
-
WORKDAY. SILT FENCE WILL
DRAWING BY
NOT BE REQUIRED IF DAILY
STABILIZATION IS
REC&STD
OCCURRING. DESIGNATED
AREAS MAY BE LEFT
biAY are
DISTURBED FOR LONGER
LU
THAN 1 DAY, BUT MUST
LL
FOLLOW NC PERMIT
O
SPECIFICATIONS. THESE
a
DESIGNATED AREAS ARE
PRINCIPAL
ENGINEER
SHOWN WITH SHADING
1
RESOURCE CENTER HICKORY
AND ARE TYPICALLY AT
TIE-INS AND BORE
LOCATIONS.
MAOP
ANSI RATING
DESIGN FACTOR
O
XX%L.F.
\.:.
I ,
EXISTING 4" STEEL LINE
No TO BE ABANDONED -
d/ 1
INSTALL 1' _— O
ilk
w MDPE, 5'+/-
INSIDE NCDO7 0 O C f N
R/W A
T A MIN. O
3'. I O + ♦ 1
T N
DEPTH OF p
+ _
A O � p
f PROTECT BORE
Y _�_.� (• u .. e . s AREAS WITH
XIP ,.., % -
F
r JI
CONVENTIONAL ON SHEET 116
NTIEE S BORE +.
SILT FENCE FOR
BORES DETAIL 1
SEE SHEET 4 `+ n 23+00
.. rm P ,....-.
70 O
LIMITS OF DISTURBANCE — Y U$ H1NY -
--- EXISTING LINE
N ` _ TO BE GROUTED ..
ADD -02 STEM BORE CROSSIN& —,k
_ (S_EE_SHEET4FOR-DETA1LV —� �T, " —xIR
t)$ HWY 70
o _ RCYM
X
xm-
25+00
PRO
7ECY - w -- M4TCHL04E
BORE ACSCALE NFEET) 3 - S - - REAS —
9
- WITH SILT _ . STA. 25+30
FENCE FOR 1
5oR. _ _. _._. - _' _--.___, z_ _ � _ _. — � •- +` BORES DETAIL e
1 ON SHEET
116
i
1150—
10700
1140—
REGIGNA'
ENGINEER
1130—
LINE D RELOCATION
1120—
1151341
1110—
1100—
EXISTING GRADE
j.—
1090--- _
-
,vw I
1070
10700
1060-
60 -105011040-
REGIGNA'
ENGINEER
1050 --
LINE D RELOCATION
1040-
1151341
1030-
1030-
1020-
1020-
rail Natural Gas
1010-
1010-1000-
DRAWING BY
1000-
990-
990-980-970-
REC&STD
980-
970-
biAY are
960-
960-950 —�— — — — — -
950
12+70 1300 14+00
0 18+00
3' MIN. COVER
PROPOSED PIPELINE
�.... 1717+00 { 18+00 19+00 20+� 21 00 —�— 22�—
24+00
I
16
PROPRIETARY & CONFIDENTIAL ALL RIGHTS RESERVED' DO NOT SCALE THIS DRAWING' USE DIMENSIONS ONLY
PIEDMONT'S NATURAL GAS FACILITY DRAWINGS ARE CONSIDERED CONFIDENTIAL (OM -1095)' DRAWING IS CURRENT ONLY THROUGH THE LATEST REVISED DATE' TO INSURE THERE IS NO RISK OF
INAPPROPRIATE DISCLOSER ALL PREVIOUS PAPER COPIES OF THIS DRAWING MUST BE DESTROYED IN ACCORDANCE WITH RECORDS & INFO. MANAGEMENT (RIM) POLICY 1001
DATE REVISIONS) DESCRIPTION _ BY CRK APPD DESCPoPTION APPROVALS_ —
—1150
—1140
—1130
—11 20
—1110
= 1100
—1 090
—1080
—1070
---1060
—1050
— 1040
—1030
—]— 1020
—1 010 1010
—1000
—9 90
— 980
970
980
- -- — —� 950
25+00 25+30
15
15 1�
REF. DWG(S)
AREA CODE
- -- ACCOUNT NUMBER
10700
REGIGNA'
ENGINEER
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LINE D RELOCATION
--- -- PROJECT NUMBER
1151341
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—
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ALIGNMENT PLAN &PROFILE
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P.
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SIGNATURE
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EDMONTRO DRIVE
CHARLOTTE NC 78710
1
RESOURCE CENTER HICKORY
SHEET 10 OF 121 ''DWG SCALE: AS SHOWN
DWG DATE 11/30/16 SUPERCEDED
DRAWING NUMBER TREMSIO1
PNG- C - 011- 0001065 0
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NO GROUND D
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INSTALL 2' MDPE 5'± INSIDE
I
-°
I ALONG HDD
R/W AT A MIN. DE PTH_OF 3'
, _
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FIELD ADJUST TO BEA MIN.
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2
r
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POLES, ETC.
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CONTRACTOR TO VERIFY
wren L xE
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LOCATION AND DEPTH OF
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2"MDPE
c.s REcr EER
NCOOT R/W
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._,
AT A MIN.
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EXISTING 41NE
TO BE GROUTED N ---- STEM BORE CROSSING
-
!
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(SEE SHEET 4 FOR DETAIL)
snxrwvwxxoue OA
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TO BE GROUTED
-
f W
y
Z
Z
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NOTE:
ALL TRENCHED AREAS, NOT
OTHERWISE DESIGNATED,
SHOULD BE FILLED AND
STABILIZED WITH SEED AND
1200-7--
1190 t-1190
1200
STRAW, HYDROSEEDING, OR
1160
--1180
SOD BY THE END OF EACH
1170—
—1170
WORKDAY. SILT FENCE WILL
1160—
—1160
NOT BE REQUIRED IF DAILY
1150--
-1150
STABILIZATION IS
1140
EXISTING GRADE
--1140
OCCURRING. DESIGNATED
1130 —/
— 1130
AREAS MAY BE LEFT
1120—
! -
—1120
DISTURBED FOR LONGER
w
1110-3'
__ _ -.
--- -- - - -- --
MIN. COVER
__1110
THAN 1 DAY, BUT MUST
a
1100— __
FOLLOW NC PEI
O
1090—
PROPOSED PIPELINE
- -1090
SPECIFICATIONS. THESE
a
1080—
-1080
DESIGNATED AREAS ARE
1070—
—1070
SHOWN WITH SHADIN:
1060—
--1060
AND ARE TYPICALLY AT
1050—
- -1050
TIE-INS AND BORE
1040—
040—LOCATIONS.
LOCATIONS.
1030—
—1030
1020—
+ 1020
1010—
—1010
j
1000
_�+1000
25+30
28+00
27+00
28+100 29+00
30+�00 31.00
32+00 33+00
34+00
MAOP
a
1
15
ANSI RATING
w M
DESIGN FACTOR
N
PROPRIETARY& CONFIDENTIALALL RIGHTS RESERVED DO NOT SCALE THIS DRAWING• USE DIMENSIONS ONLY
REF. DWG(S)
IPIEDMONT'S
NATURAL GAS FACILITY DRAWINGS ARE CONSIDERED CONFIDENTIAL (OM-1095) • DRAWING IS CURRENT ONLY THROUGH THE LATEST REVISED DATE -TO INSURE THERE IS NO RISK OF
j °'N CA
INAPPROPRIATE DISCLOSER ALL PREVIOUS
PAPER COPIES OF THIS DRAWING MUST BE DESTROYED IN
ACCORDANCE WITH RECORDS & INFO. MANAGEMENT (RIM) POLICY
1001
j O • I 2
_ v
NO
DATE
_
REVISION(S) DESCRIPTION
BY CHK
APPD DESCRPTION
AREA CODE
APPROVALS
«.r RE„«In
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SHEET 11 OF 121 DWG SCALE AS SHOWN
MATE
• 0 98
2730
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ALIGNMENT PLAN & PROFILE
DWG DATE 11r"16 SUPERCEDED
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1
PIG- C - 011- 0001066 0
SIGNATURE
ENGINEER
CORP OFFICE 4720 PIEDMONT ROW DRIVE
RESOURCE CENTER HICKORY
CHARLOTTE, NC 28210
PNG-DISCIPUNE-RESOURCE CENTER-NUMBER

OWNERSHIP, FOOTAGE
LEGEND
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WITH SILT FENCE FOR
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I
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z
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-
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SHOULD BE FILLED AND
STABILIZED WITH SEED AND
1200--
-_ -- - -
- -- - - -
STRAW, HYDROSEEDING, OR
1190+
- - - -- - - - - - -- -. -
- - - - - __ - - - -1200
SOD BY THE END OF EACH
1180 -1-
-1190
WORKDAY. SILT FENCE WILL
1170-
-1180
NOT BE REQUIRED IF DAILY
1180 T
-r 1170
STABILIZATION IS
1150
TRENCH BREAKER
-1150
OCCURRING. DESIGNATED
AREAS MAY BE LEFT
1 TRENCH
E=TING GRAD[
BREAKER
DISTURBED FOR LONGERJ
30
1120 _
- _
_ _ _ - _ - - - -- - - - - - - - --- - __ _ _ _- - _
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-1130
THANAY, BUT MUST
0
1110
-
-- — — — —
'- - -- — — — _ --- — 7•COVER
— 1120
FOLLOW NC PERMIT
¢
1100-t-
-- — __ -- _— -- -- _ — — - —
__ - -
—1110
SPECIFICATIONS. THESE
DESIGNATED AREAS ARE
a
1090+-
PROPOSED PIP[LIN[
—1100
SHOWN WITH SHADING
1080-
1070
—1090
—1080
AND ARE TYPICALLY AT
1D60
1070
TIE-INS AND BORE
1050—
—1060
LOCATIONS.
1040 —
_1050
1030—
— 1040
1020—
-- 1030
1010
1000---�
34+00
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35+00 38+00
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37+00 38+0p 39+00 40+00
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1010
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41+00 42+00 43+00 44+00 45+00
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MAC P
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ANSI RATING
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15 j
PROPRIETARY & CONFIDENTIAL ALL RIGHTS RESERVED • DO NOT SCALE THIS DRAWINGUSE DIMENSIONS ONLY
REF. DWG(S)
,�A
PIEDMONT'S NATURAL GAS FACILITY DRAWINGS ARE CONSIDERED CONFIDENTIAL (OM -1095) • DRAWING IS CURRENT ONLY THROUGH THE LATEST REVISED DATE' TO INSURE THERE IS NO RISK OF
INAPPROPRIATE DISCLOSER ALL PREVIOUS PAPER COPIES OF THIS DRAWING MUST BE DESTROYED IN ACCORDANCE WITH RECORDS & INFO. MANAGEMENT (RIM) POLICY 1001
I 9-
NO
DATE
REVISIONIST DESCRIPTION BY CHK
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nnnaetiwn.us PRINCIPAL COPYRIGHT201E4720 OEDMONTRO
PNG- C - 011- 0001067- 0
DRIVE
COR P. OFFICE 4720 PIEDMONT ROW DRIVE RESOURCE CENTER HICKORY
SIGNATURE I ENGINEER CHARLOTTE, NC 29210
_
PNG-0ISCIPLINE-RESOURCE CENTER -NUMBER

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NOTE:
ALL TRENCHED AREAS, NOT
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1200--- -
- - - - - - - _
- - _-_'--_-__. _- _- -- - - — - - —___. _— _ - - _ - _
--1200
STABILIZED WITH SEED AND
1190 -r
-1190
STRAW, HYDROSEEDING, OR
1180—
1180
SOD BV THE END OF EACH
1170—
TRENCH BREAKER
-1170
WORKDAY. SILT FENCE WILL
1160—
TRENCH BREAKER EXISTING GRADE
-1180
NOT BE REQUIRED IF DAILY
1150 --TRENCH BREAKER
1150
STABILIZATION IS
1140—
1
-- _ _ _--
-
=1140
OCCURRING. DESIGNATED
1130—
_ _ _ - s, MIS
-1130
AREAS MAY BE LEFT
1120--
- -_ " -_ - -
11 20
DISTURBED FOR LONGER
w
_ _
1110—
—1110
THAN 1 DAY, BUT MUST
IL
1100—"
PROPOSED PIPELINE
FOLLOW NC PERMIT
O
a
1090—
—1100
1090
SPECIFICATIONS. THESE
DESIGNATED AREAS ARE
1080 T
1080
1070—
—1070
SHOWN WITH SHADING
1060
ANDARETYPICALLYIN
—1080
TIE-INS AND BORE
1050+
-1050
LOCATIONS.
1040 -
--1040
1030 --
T 1030
1020—
+1020
R
1010
1000
1010
_ 41000
5
48+00
49+00 50+00 51+00 52+00 53+00 54+00 55+00 56+00 57+00 58+00 59+00
60+00 61+00 61+50
S
i
S
MAOP
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ANSI RATING
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_-
1 DESIGN FACTOR
2 y
I
PROPRIETARY Q CONFIDENTIAL ALL RIGHTS RESERVED' DO NOT SCALE THIS DRAWING •USE DIMENSIONS ONLY
REF. DWG(S)
PIEDMONT'S NATURAL GAS FACILITY DRAWINGS ARE CONSIDERED CONFIDENTIAL (OM -1095) . DRAWING IS CURRENT ONLY THROUGH THE LATEST REVISED DATE -TO INSURE THERE IS NO RISK OF
C �''
INAPPROPRIATE DISCLOSER ALL PREVIOUS PAPER COPIES OF THIS DRAWING MUST BE DESTROYED IN ACCORDANCE WITH RECORDS & INFO. MANAGEMENT (RIM) POLICY 1001
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DATE DESCR_IPTION CHK APPO DESCRIPTION APPROVALS
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S
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-_REVISION(S)
2730 REGIONAL
ACCOUNTNUMBER_ 10700 ENGINEER Piedmont
- E �uanEe,
NNrn�,
ALIGNMENT PL PROFILE
DWG DATE 11/30/18 1 SUPERCEDED0
ND
NUMBER 1151341 Natural Gas
MGTE
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DRNNGNUMB
REVSIGN
DRAWING BY CPD RECSBTD'CHECKERINITIALS -MAY
-_"
HICKORY, NORTH CAROLINA
ao COPYRIGHT 2014 PIEDMONT NATURAL GAS CORP.
PNG C _011_ 00010680
PRINCIPAL CORP. OFFICE 4720 PIEDMONT ROW DRIVE
RESOURCE CENTER HICKORY
—
SIGNATUREENGINEER CHARLOTTE, NC 2IL210
PNG-DISCIPLINE-RESOURCE CENTER -NUMBER

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OWNERSHIP, FOOTAGE
LEGEND
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REGIONAL
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,1
Piedmont
ACCOUNT NUMBER 10734 ENGINEER01
STRAW, HYDROSEEDING, OR
PROJECT NUMBER 1151341 I �
SOD BY THE END OF EACH
ALIGNMENT PLAN & PROFILE
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,1
Piedmont
ACCOUNT NUMBER 10734 ENGINEER01
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SOD BY THE END OF EACH
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IN
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OCCURRING. DESIGNATED
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r
PIEDMONT'S NATURAL GAS FACILITY DRAWINGS ARE CONSIDERED CONFIDENTIAL (OM -1095) • DRAWING IS CURRENT ONLY THROUGH THE LATEST REVISED DATE • TO INSURE THERE IS NO RISK OF
1
a
BY CHK APPO DESCRIPTION APPROVALS
AREA CODE 2730—sow.�aE,N,k, - --
REGIONAL
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10904
1080 +
1070
1060
1050
1040
1030
1020 +
1010
1000+
61+50 82+00 -}-- — +————�-- _ —
—1— I
g3+00 64+00 65+00 66+00 67+00 g8+00 —
89+00 ,
REVISION(S) DESCRIPTION
15
16 16
MATCNL.INE
STA. 72+00
1200
1190
+1180
—� 1170
--1160
—1150
-- 1140
— 1130
1120
10
— 1100
— 1090
--1080
—1070
—1060
—1050
—1040
—1030
—1020
—1010
+1000
72+00
PROPRIETARY d CONFIDENTIAL ALL RIGHTS RESERVED • DO NOT SCALE THIS DRAWING' USE DIMENSIONS ONLY
PIEDMONT'S NATURAL GAS FACILITY DRAWINGS ARE CONSIDERED CONFIDENTIAL (OM -1095) • DRAWING IS CURRENT ONLY THROUGH THE LATEST REVISED DATE • TO INSURE THERE IS NO RISK OF
INAPPROPRIATE DISCLOSER ALL PREVIOUS PAPER COPIES OF THIS DRAWING MUST BE DESTROYED IN ACCORDANCE MATH RECORDS & INFO. MANAGEMENT (RIM) POLICY 1001
BY CHK APPO DESCRIPTION APPROVALS
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SIGNATURE ENGINEER ewe.—. w,�....n
RESOURCE CENTER HICKORY
12
SHEET 14 OF 121 I DWG SCALE: AS SHOWN
DWG DATE 11!30/16 1 SUPERCEDED
DRAVNNG NUMBER REVISIOI
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1180— —7780
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1170— —1170
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1140— - 1140
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a
1080— -- 1080
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1070— —1070
SHOWN WITH SHADING
1060-- — 7080
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PROPRIETARY 8 CONFIDENTIAL ALL RIGHTS RESERVEDDO NOT SCALE THIS DRAWING' USE DIMENSIONS ONLY REF. DWG(S)
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a SN CA O�
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NO DATE REVISION(S)DESCRIPTIONBY CHK1APPD DESCPoPRON-
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1151341
ENGINEER
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PRoJECTNUMBER
TEAR DRAVANG NUMBER REVISION
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RECBSTD HICKORY NORTH CAROLINA PNG- C - 011- 0001070 ! o
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- - - CHECKER INITIALS MAY
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SIGNATURE
ENGINEER CHARLOTTE NC 28210 PNG-DISCIPLINE-RESOURCE CENTER NUMBER

OWNERSHIP, FOOTAGE
XXX L.F.
LEGEND
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1200— - - - - -- -- - -- -- - - - - - - - -- -- - - -----_ __. - --
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1170 —
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1180 TRENCH BREAKER
—1160
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1150 �-
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— 1140
OCCURRING. DESIGNATED
1130
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ED
LL
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O
1100
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1070 PROPOSED
1080
PIPELINE
_ _ _ -_ _ -__ - - - _
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PROPRIETARY d CONFIDENTIAL ALL RIGHTS RESERVEDDO NOT SCALE THIS DRAWING' USE DIMENSIONS ONLY
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0,
INAPPROPRIATE DISCLOSER ALL PREVIOUS PAPER COPIES OF THIS DRAWING MUST
BE DESTROYED IN ACCORDANCE
NTH RECORDS 8 INFO. MANAGEMENT
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O?. S / T
NO DATE
REVISION(S) DESCRIPTION BY LK APPO DESCRIPTION APPROVALS
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ACCOUNTMBER 10700 ENGINEERI@diedmontSUPERCEDED
- — - sON��E,rNn� --
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MGR TECH
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— COPYRIGHT
2014 PIEDMONT NATURAL GAS CORP.
HICKORY NORTH CAROLINA
1
PNG- C - o�� -
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CHECKER INITIALS MAY
PRINCIPAL
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}
SIGNATURE
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CHARLOTTE, NC 28210
PNC-DISCIPUNE-RESOURCE CENTER-NUMBER

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PROPRIETARY & CONFIDENTIAL ALL RIGHTS RESERVED • DO NOT SCALE THIS DRAWING' USE DIMENSIONS ONLY
REF. DWG(S)
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PIEDMONT'S NATURAL GAS FACILITY DRAWINGS ARE CONSIDERED CONFIDENTIAL (OM-1095)' DRAWING IS CURRENT ONLY THROUGH THE LATEST REVISED DATE -TO
INAPPROPRIATE DISCLOSER ALL PREVIOUS PAPER COPIES OF THIS DRAWING MUST BE DESTROYED IN ACCORDANCE WITH RECORDS 8 INFO. MANAGEMENT
INSURE THERE IS NO RISK OF
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SHEET 17 OF 121 DWG SCALE: AS SHOWN
DWG DATE 11130/18 SUPERCEDEO
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sc -
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COPYRIGHT 2014 PIEDMONT NATURAL GAS CORP.
PRINCIPAL
1
PNG- C - 011- 0001072 0
SIGNATURE
CORP. OFFICE 4720 PIEDMONT ROW DRIVE
ENGINEER CHARLOTTE, NC 28210
RESOURCE CENTER HICKORY
PNG-DISCIPLINE-RESOURCE CENTER-NUMBER

OWNERSHIP, FOOTAGE
CXUD
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_ 1720
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NOT
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BE REQUIRED IF DAILY
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DESIGN FACTOR
PROPRIETARY 8 CONFIDENTIAL ALL RIGHTS RESERVED • DO NOT SCALE THIS DRAWING • USE DIMENSIONS ONLY
'REF. DWG(S)
PIEDMONT'S NATURAL GAS FACILITY DRAWINGS ARE CONSIDERED CONFIDENTIAL (OM-1095) - DRAWING IS CURRENT ONLY THROUGH THE LATEST REVISED DATE' TO INSURE THERE IS NO RISK OF
INAPPROPRIATE DISCLOSER ALL
PREVIOUS PAPER
COPIES OF THIS DRAWING MUST BE DESTROYED
IN ACCORDANCE
WITH RECORDS & INFO. MANAGEMENT (RIM) POLICY 1001
O�.
Y
vqo�
NO
DATE
- -
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- - -
BY CHK APPD DESCRIPTION
AREAcoDE z73o
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LINE D RELOCATION
SHEET 1B OF 121 DWG SCALE: AS SHOWN
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ACCOUNT NUMBER
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ENGINEER
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ALIGNMENT PLAN & PROFILE
DWGDATE 11/30/16 SUPERCEDED
--
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O . I N J ;
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PROJECTNUMBER
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a« x. �xE,aan. a
MGR TECHU,
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DRAWING NUMBER
REVISION
ORAVnNGBY
cPD
REQ&BTD
HICKORY, NORTH CAROLINA
.1
CHECKER INITIALS
MAY
wre nruxEixn,us
PRINCIPAL
COPYRIGHT 2014 PIEDMONT NATURAL GAS CORP.
PNG- C - 01 1 - 0001073
0
SIGNATURE
ENGINEER
CORP. OFFICE 4720 PIEDMONT ROW DRIVE
CHARLOTTE, NC 2E210
RESOURCE CENTER HICKORY
PIG-DISGPLINE-RESOURCE CENTER-NUMBER

OWNERSHIP, FOOTAGE
(=
XXX L.F.
LEGEND
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INSTALL 8« MOPE, CROSSING
-
RBANOE 5'+l- INSIDE (SEE SHEET
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C-06
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A ONG NDD �- - . NCDOT R/W A7 A w FQR TAIL)
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,
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NOTE:
ALL TRENCHED AREAS, NOT
1150-
- --- - -- - -
- - - - -
- -- 1150
OTHERWISE DESIGNATED,
1140+
- 1140
SHOULD BE FILLED AND
1130 I�
-1130
STABILIZED WITH SEED AND
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1110+
-1120
-11 10 1110
SOD BY THE END OF EACH
WORKDAY. SILT FENCE WILL
1100
---1100
-
NOT BE REQUIRED IF DAILY
1090
1080
1090
-L- 1080
STABILIZATION IS
OCCURRING. DESIGNATED
1070-
!XISTING GRADE _ _
-- -- -
- -. _ -
AREAS MAY BE LEFT
DISTURBED FOR LONGER
1060
1650
-
-- -
- -- -
_ _ _ - --
-1060
-1050
1040
- _ \
- - - - - - - - - - - --
THAN 1 DAY, BUT MUST
FOLLOW NC PERMIT
IL
tr
1030
/
-- - -- - - -
3' MIN. COVER
-1030
SPECIFICATIONS. THESE
a
1020
1010-+--1010
PROPOSCD PIPELINE
-1020
1010
DESIGNATED AREAS ARE
SHOWN WITH SHADING
1000
-1000
AND ARE TYPICALLY AT
990+
980
- - 990
-980
TIE-INS AND BORE
LOCATIONS.
970
-970
980
9501
~ ~ F 1 I
- +---- �.- -i_--� _.�--}-.-_.�
-960
- _- -+950
i
i
I
50
118+00 119+00
1+~
120+00 1211+00 122+00 1231+00 124+00 25+00
126+00 127+00 128+00 129+00
10+00 131+00
MAOP
a crL
1
ANSI RATING
w
<M
DESIGN FACTOR
f
PROPRIETARY & CONFIDENTIAL ALL RIGHTS RESERVED • DO NOT SCALE THIS DRAWINGUSE DIMENSIONS ONLY
REF. DWG(S)
PIEDMONT'S NATURAL GAS FACILITY DRAWINGS ARE CONSIDERED CONFIDENTIAL (OM -1095)' DRAWING IS CURRENT ONLY THROUGH THE LATEST REVISED DATE' TO INSURE THERE IS NO RISK OF
,C.ApjO
INAPPROPRIATE DISCLOSER ALL PREVIOUS PAPER COPIES OF THIS DRAWING MUST SE DESTROYED IN ACCORDANCE WITH RECORDS & INFO. MANAGEMENT
(RIM) POLICY 1001
O?. / 2 :
I 9
NO
DATE
REVISION(S) DESCRIPTION
BY CHK APPD DESCRIPTION
-
APPROVALS
°„. RE,„.� -° —
LINE D RELOCATION
SHEET 19 OF 121 DWG SCALE: AS
SHOWN
AREA CODE
-ACCOUNTNUMBER,
2730 REGIONAL
ENGINEER
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d
i L
DWG DATE 11/30/18 SUPERCEDED
D
=;
10700
E sa„nnnEr wnw.s
0 Natural Gas
ALIGNMENT PLAN &PROFILE
f
F 20'
J
PROJECT NUMBER
I 1151341 MGR TECH
DRAWING NUMBER
REWSION
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DRAWING BY
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HICKORY NORTH CAROLINA
CHECKERINITIALS
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MAY
COPYRIGHT 2014 PIEDMONT NATURAL GAS CORP.
1
PNG— C — 011— 0001074
0
-
-
-CORP.
SIGNATURE
PRINCIPAL
ENGINEER
OFFICE 4720 PIEDMONT ROW DRIVE
CHARLOTTE, NC 29210
RESOURCE CENTER HICKORY
PNG-DISGPUNE-RESOURCE CENTER -NUMBER

OWNERSHIP, FOOTAGE
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LEGEND
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smEr.0
Z
..
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MIN, DEPTH OF 3'.
-
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urxm raEvnr«un«. �--.
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COUNTY RR��
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ou
a
SHEET 108 FOR
DETAIL
\
T
10
- -•
11p I -
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C1
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Z
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NOTE:
ALL TRENCHED AREAS, NOT
1150—
1140-l-
-
—
— - -
—
1150
OTHERWISE DESIGNATED,
1140
SHOULD BE FILLED AND
1130'
+1130
STABILIZED WITH SEED AND
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—1120
STRAW, HYDROSEEDING, OR
SOD BY THE END OF EACH
1110—
1100 —
% EXISTING ORAD!
—1110
—1100
WORKDAY. SILT FENCE WILL
1090-1-
!
—1090
NOT BE REQUIRED IF DAILY
1080-
_. -
_— - -- -- — - - - - -- —
-- -- -- -- - - - —
—1080
STABILIZATION IS
1070
-- — _ - — _ _
—1070
OCCURRING. DESIGNATED
1o60—_--1060
_ _ _
—
AREAS MAY BE LEFT
1050—
-- -- - - - -
— 1050
DISTURBED FOR LONGER
1040 —
—1640
THAN 1 DAY, BUT MUST
LL
1030—
-^-1030
FOLLOW NC PERMIT
SPECIFICATIONS. THESE
w
a
1020—
toto—
10 0
DESIGNATED AREAS ARE
1000—
+'000
SHOWN WITH SHADING
990-
—990
AND ARE TYPICALLY AT
980 —
_98o
TIE-INS AND BORE
970—
—970
LOCATIONS.
960—-960
950 �—
, - -
- I- -___+_
+
132+DO 133+00
1- -+
- I � . H---�I� I�
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- 950
131+00
134+00 135+00
138+00 13 +00
138+DO 139100 140+00 141+00 142+00
143100 144+00
144+70
MAOP
5
10 15
ANSI RATING
w 2
15 I
DESIGN FACTOR
PROPRIETARY 6 CONFIDENTIAL ALL RIGHTS RESERVED' DO NOT SCALE THIS DRAWING • USE DIMENSIONS ONLY
REF. DWG(S)
PIEDMONT'S NATURAL GAS FACILITY DRAWINGS ARE CONSIDERED CONFIDENTIAL (OM -1095) • DRAWING IS CURRENT ONLY THROUGH THE LATEST REVISED DATE -TO INSURE THERE IS NO RISK OF
INAPPROPRIATE DISCLOSER ALL PREVIOUS PAPER COPIES
OF THIS DRAWING MUST BE DESTROYED IN
ACCORDANCE WITH RECORDS d INFO. MANAGEMENT (RIM) POLICY 1001
Oe' 1 - %
.r
NO
DATE
REVISION(5) DESCRIPTION BY
CHK APPD DESCRIPTION
AREA CODE 2730
APPROVALS
RELOCATION
REGIONAL LINE D R E L O CAT I O N
Piedmont
SHEET 20 OF 121 DWG SCALE: AS SHOWN
-
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E
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Natural Gas ALIGNMENT PLAN & PROFILE F i LE
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MGR TECH
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CHECKER INITIALS MAY
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HICKORY NORTH CAROLINA
COPYRIGHT 2014 PIEDMONT NATURAL GAS CORP. f
PNG- C - 011- 0001075
0
PRINCIPAL
CORP. OFFICE 4720 PIEDMONT RDW DRIVE RESOURCE CENTER HICKORY
SIGNATURE
PNG-DISVPUNE-RESOURCE CENTER -NUMBER
ENGINEER CHARLOTTE, NC 2821D

OWNERSHIP, FOOTAGE
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XM L.F.
LEGEND
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^
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O
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INSTALL 8"
MOPE, 5'+/-'-PK
-
NAIL 'v\
waneeTEen it
LIMITSOF
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E MI AT A MIN.
RDEPTH
OF3
k
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`
t
T
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Z
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O
rn
�
NOTE:
ALL TRENCHED AREAS, NOT
OTHERWISE DESIGNATED,
1150
- -
SHOULD BE FILLED AND
—
1140+
-
_-1150
STABILIZED WITH SEED AND
1130
-1140
STRAW, HYDROSEEDING, OR
1120 `
-11
SOD BY THE END OF EACH
WORKDAY. SILT FENCE WILL
1110
1100—
— 1120
—1110
NOT BE REQUIRED IF DAILY
1090 --
—1100
STABILIZATION IS
OCCURRING. DESIGNATED
1080,
EXISTING ORAD[
—1090
— 1080
AREAS MAY BE LEFT
1070
_ _
-_
— 1070
DISTURBED FOR LONGER
LU
106U
1050
_ __ _ �_ _ __ - — — —
9' MIM. COVER
THAN 1 DAY, BUT MUST
FOLLOW NC PERMIT
SPECIFICATIONS. THESE
LL
¢
d
1010
1030
PROPOSED PIPELINE
1050
-;-1040
1030
DESIGNATED AREAS ARE
10201020
SHOWN WITH SHADING
1010
1010
AND ARE TYPICALLY AT
10007
--- 1000
TIE-INS AND BORE
990—
T
LOCATIONS.
980
999080
+
970--1--
960 1
970
980
950 1 1 —+- - -i---. .. TI + _�.
144+70 145+00 146+00 147+00 148+00
149+00 150+DO
- - I
�
I IT 1
+ 950
151+00 1
351 +W 155+D0
1 +00
MAOP
Q ir
w 2
1
-
10
-
10
-
ANSI RATING
In
DESIGN FACTOR
PROPRIETARY & CONFIDENTIAL ALL RIGHTS RESERVED' DO NOT SCALE THIS DRAWING • USE DIMENSIONS ONLY
I REF. DWG(S)
•
PIEDMONT'S NA ACWTY DRAMA CONFIDENTIAL (OM 1095 RISK OF
NATURAL GAS F NGS ARE CONSIDERED - •DRAWING IS CURRENT ONLY THROUGH THE LATEST REVISED DATE' TO INSURE THERE IS NO
1 .'."""'
N CA Y
DISCLOSERDESCPoPTIONL PREVIOUS PAPER COPIES
OF THIS MUST BE DESTROYED IN ACCORDANCE
WITH RECOR0.S 31NF0. MANAGEMENT (RIM) POLICY 1001
a?' ;':
ND
DATE
-
REVISION(S) DESCPoPTION BY CHK APPDPPROPRIATE
_ -
o E
AREA
APPRWW
a�ax•TunE, NTwS -
— —�
LINE D RELOCATION
SHEET z, of 121DWG SCALE: AS SHOWN
' 0 8
z 3%'• Pp 20
—
CODE 2730
-- - - i - -
Y _ _ _ ACCOUNT NUMBER 10700
wTe
PROJECT
REGIONAL
ENGINEER j
-
PryYm�
Piedmont
Natural Gas
ALIGNMENT PLAN &PROFILE
DWG DATE 11ld0A6 SUPERCEDED
G•., GIN o
_ _
-
_ -
NUMBER 1155134,
- - - - -' - ——
MGR TECH
DRAVNNG NUMBER REV SIGN
=DRAWING BY cPD w
CHECKER INITIALS
RECSSTD
- �910N.TUREI Nr us - A"II
COPYRIGHT 2014 PIEDMONT NATURAL GAS CORP.
HICKORY NORTH CAROLINA
I
I
PNG- C - 011- 0001076 0
-
-
- - - MAY
SIGNATURE
PRINCIPALI
ENGINEER I
CORP. OFFICE 472D PIEDMONT ROW DRIVE
CHARLOTTE, NC 29210
RESOURCE CENTER HICKORY
PNG-DISCIPLINE-RESOURCE CENTER-NUMBER

OWNERSHIP, FOOTAGE
XXX L.F.
LEGEND
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LINE TO BE
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_.xa
Y•
k- - - -r_aG
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INSTALL
46 —
------
B^
----------
INSIDE R/W AT
�
es.E
A MIN. DEPTH
wuEn
OF
MITS OF
DISTURBANCE
I\
CONTRACTOR TO TIE INTO -
-—E
-
,.
+' � \
OUTLET SIDE O OF �
w
i
4�
\
STATION AND REMOVE
EXISTING STATION.
W
..-...
n. ..
SEE DETAIL
I
yfxo�
in
IMFz
Z
Z
O
a
En
rn
�
NOTE:
ALL TRENCHED AREAS, NOT
1100---
—1100
OTHERWISE DESIGNATED,
109U
-1090
SHOULD BE FILLED AND
--1080
STABILIZED WITH SEED AND
1080 —
STRAW, HYDROSEEDING, OR
1070 -
--1070
SOD BY THE END OF EACH
1005500
EXISTING GRADE
1050
WORKDAY. SILT FENCE WILL
-------------------
-
NOT BE REQUIRED IF DAILY
1040-1040
_
STABILIZATION IS
1030--1030
3' MIN. COVER
OCCURRING. DESIGNATED
1020—
AREAS MAY BE LEFT
1010—
J/
PROPOSED PIPELINET-
1010
DISTURBED FOR LONGER
w
1000—
-1000
THAN 1 DAY, BUT MUST
IL
990—
-990
=OLLOW NC PERMIT
0
980—
-980
SPECIFICATIONS. THESE
o_
970—
70—
DESIGNATED AREAS ARE
DESIGNATEDAREASARE
960—-960
SHOWN WITH SHADING
950—-950
AND ARE TYPICALLY AT
940—
. 940
TIE-INS AND BORE
930—
930
LOCATIONS.
920—
-920
910 -,-
910
900—
I
900
j
157100
158+00
159+00 160 00
1611+00
162-00 163`00
16400 165+00
166.00 167`00 168+00
169+00 170+00 17 50
MAOP
<
1
.
E ANSI RATING
LU 2
1n
DESIGN FACTOR
s
PROPRIETARY d CONFIDENTIAL ALL RIGHTS RESERVEDDO NOT SCALE THIS DRAWING' USE DIMENSIONS ONLY
REF. DWG(S)
/
PIEDMONT'S NATURAL GAS FACILITY DRAIAANGS ARE CONSIDERED
CONFIDENTIAL (OM -1095) • DRAWING IS CURRENT ONLY THROUGH THE LATEST REVISED DATE • TO INSURE THERE IS NO
RISK OF
l
DISCLOSER L P PAPER COPIES OF THIS MUST BE D ACCORDANCE WITH RECORDS B INFO. MANAGEMENT (RIM) POLICY 1001
• `.
SA
9=
NO
DATE
REVISION(S) DESCRIPTION
BY CHK APPD
„DRAWI�NIGA
LINE D RELOCATION
SHEET 22 OF 121 DWG SCALE: AS SHOWN
-
��
DWG DATE 1116 S UPERCEDED
-
•pSN
I
0 0 98
�� CODEDESCRIPTIONPROPRIATE
- ACCOUNT NUMBER
SUS
2730
1DTOo
ENGINEER
Piedmont
I
ALIGNMENT PLAN &PROFILE
NANG NUMBER
REVISION
�;' F,y 2;
PROJECT NUMBER 1151341
w.E sox.�E„xn� Natural Gas
MGR TECH
•
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i
—
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DRAVM BY
CPDRECBSTD
HICKORY NORTH CAROLINA
FPNIG-J-011- 0001077
0
,gFdr�3��oi6
CHECKER INITIALS
MAY
w*s
as anne.lwnius
(PRINCIPAL
COPYRIGHT 2014 PIEDMONT NATURAL GAS CORP.
CORP. OFFICE 4720 PIEDMONT ROW DRIVE
RESOURCE CENTER HICKORY
PNG-DSCIPUNE-RESOURCECENTER-NUMBER
SIGNATURE
ENGINEER CHARLOTTE, NC 25210

OWNERSHIP, FOOTAGE
XXX L.F.
LEGEND
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'
s
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INSTALL 8' MDPE, 5'+/- INSIDE
va ren wEVE pc
�
NCDOT RIME AT A MIN. DEPTH OF 3'.
x
-TER.—
Y
.­R. x,Er IIIA
/
E
EXISTING 4" STEEL LINE TO BE
• *i-'�
ABANDONED
w auaRaER
i
,_
7j9
-.RE-".
*O ,
�
^ --- OLD LENOIR EXTENSION
INSTALL 500• ± OF 2" MOPE
1 8.2 TEE
STEM BORE CROSSING
ER-1-IR-Roo
STEM BORE CROSSING
SHEET 4 FOR
OF ACCESS RD. (SEE
SHEET 4 FOR DETAIL)
,k
(SEE
DETAIL)ft —
15TH AVE NW
0
z
O
Q
r
rn
�
NOTE:
ALL TRENCHED AREAS, NOT
OTHERWISE DESIGNATED,
SHOULD BE FILLED AND
1100—
1100
STABILIZED WITH SEED AND
1090
,090
STRAW, HYDROSEEDING, OR
1080—
1080
1070-+
10 0
SOD BY THE END OF EACH
1080
+1060
WORKDAY. SILT FENCE WILL
1050-
x-1050
NOT BE REQUIRED IF DAILY
STABILIZATION IS
1040
—1040
OCCURRING. DESIGNATED
AREAS MAY BE LEFT
1030-
1020-_
1010-
[XISTING GRAD[
��
1010
DISTURBED FOR LONGER
THAN 1 DAY, BUT MUST
FOLLOW NC PERMIT
w
LL
o
1000-
990I
_ _ _ _
//
_ _ _ _ _ _
— --
s
_
j — — — — -- -- ___ _
* 1000
990
SPECIFICATIONS. THESE
(L
999--
PRovos£D PIPELINE J
_ --
— -- — 980
DESIGNATED AREAS ARE
970
970
SHOWN WITH SHADING
960—
t 9
+50
AND ARE TYPICALLY AT
TIE-INS AND BORE
950+
940 -^
950
940
LOCATIONS.930
�-
920 —
-
930
_{ 920
910
900 .
__-�.— _.}�_.—�I
- _ F � + _ _ I --1. T
175+00 178+I
_�.
I I I _ I..
181+00 1821+00
910
_ �_. _..—_+900
170+50
171+00 172+00
173+00 174+00
00
17 +00 178+Op
179+00 180+00
183+00
MAOP
an
1
10
15 5 16
E
ANSI RATING
w
-- -
a �
25
DESIGN FACTOR
PROPRIETARY & CONFIDENTIAL ALL RIGHTS RESERVED • DO NOT SCALE THIS DRAWING • USE DIMENSIONS ONLY
REF. DWG(S)
'
'
NG IS CURRENT
PIEDMONT'S NA - ONLY THROUGH THE LATEST REVISED
'TO INSURE THERE IS NO RISK OF
t W
INAPPROPRIATE
PROPRIATE DISCLOSER ALL
PREVIOUS PAPER COPIES OF THIS DRAWING MUST BE DESTROYED IN ACCORDANCE
WITH RECORDS S INFO. MANAGEMENT
(RIM)
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�' pA., '
NO
DATE
REVISION(SI DESCRIPTION
- --
BY CHK APPD DESCRIPTION
wrE
AREACODE 2730
APPROVALS
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SHEET23 SCALE ASS
12 SHOWN
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ACCOUNT NUMBER
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ENGINEER
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ALIGNMENT PLAN & PROFILE
DWG DA 73016
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PROJECT NUMBER
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HICKORY NORTH CAROLINA
1
PNG- C - 011- 0001078 0
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MAY
PRINCIPAL j
CORP. OFFICE 4720 PIEDMONT ROW DRIVE
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SIGNATURE
ENGINEER
CHARLOTTE, NC 29210
1
PNG-DISCIPLINE-RESOURCE CENTER-NUMBER

OWNERSHIP, FOOTAGE
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LEGEND
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NOTE:
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1080—
TRENCH BREAKER
1080
STABILIZED WITH SEED AND
1070—
1070
STRAW, HYDROSEEDING, OR
1060
-
-x-1060
SOD BY THE END OF EACH
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NOT BE REQUIRED IF DAILY
1040—
TRENCH BREAKER EXISTING GRAD!
_ _ _^ _- ,--
_ — - -
-- — — -" -
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1020—
TRENCH BREAKER
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OCCURRING. DESIGNATED
1010-
TRENCH BREAKER - _
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1000
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LL
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FOLLOW NC PERMIT
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—970
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a
960
—960
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930
920
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910
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195+00 198+00
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184+00 185T+00 188+00 18 +DO 188+00 1891+00 190+00 191+00 192+00
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16
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DESIGN FACTOR
PROPRIETARY 8 CONFIDENTIAL ALL RIGHTS RESERVED • DO NOT SCALE THIS DRAWING • USE DIMENSIONS ONLY
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NT ONLY THROUGH THE LATEST REVISED DATE -TO INSURE
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NO
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TION APPR
REVISION(S) DESCRIPTION BY
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27� - REGIONAL
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HICKORY NORTH CAROLINA
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—'
SIGNATURE ENGINEER CHARLOTTE NC =210
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DESIGN FACTOR
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REF. DWG(S)
N
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E CONSIDERED CONFIDENTIAL(OM-1DRAWING
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OPS SAI
NO
DATE - REVISION(S) DESCRIPTION
ALL
BY K AI
l a wE— s
D RELOCATION
SHEET 25 OF 121 DWG SCALE: AS SHOWN
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ACCOUNT NUMBER 10700 - - - _
REGIONAL
- ENGINEER IIYIOIIt
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DWG DATE 17/30/78UPERCEDED
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PROJECT NUMBER 1151341°""aRA.�RE,�R�.�A�a--
TECH Gas
DRAWING NUMBER REVISION
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CHECKERINITIALS MAY "'- "'-'"""'�
RE HICKORY, NORTH CAROLINA
PRINCIPAL COPYRIGHT 201d REDMONT NATURAL GAS CORP.
PNG- C - 011- 0001080 0
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_
CORP. OFFICE 4720 PIEDMONT ROW DRIVE RESOURCE CENTER HICKORY
SIGNATURE
ENGINEER CHARLOTTE, NC 29210
PND-DISCIPUNE-RESOURCE CENTER -NUMBER

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1000—
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SHOULD BE FILLED AND
990-
—990
STABILIZED WITH SEED AND
980—
— 980
STRAW, HYDROSEEDING, OR
970—
- 970
SOD BY THE END OF EACH
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980—
990
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—900
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PIPELINE
880
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li
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880
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SHOWN WITH SHADING
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810
800
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0 21 +00 219+00
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ANSI RATING
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DESIGN FACTOR
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ALL RIGHTS RESERVED' DO NOT SCALE THIS DRAWING' USE DIMENSIONS ONLY
DWG(S)
(S)
PIEDMONT'S
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NO
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SHEET of ,z, DWG SCALE ASSHOWN
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ACCOUNT NUMBER ,o7oo
REGIONAL
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NUMBER 1151341
'" """ n MGR TECH
DRAWING NUMBER
REVISION
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DRAWING BY CPD
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_ _ _
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re
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CHECKER INITIALS MAY
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PRINCIPAL
COPYRIGHT 2014 PIEDMONT NATURAL GAS CORP.
CORP. OFFICE 4720 PIEDMONT ROW DRIVE RESOURCE CENTER HICKORY
SIGNATURE
ENGINEER
CHARLOTTE, NC 28210
PNG-DISCIPUNE-RESOURCE CENTER-NUMBER

OWNERSHIP, FOOTAGE
O
%XX L.F.
LEGEND
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NOTE:
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1050 T-
1040-
- --
- - -------.._ -. -
_. _ _ _. _. -
- ---.. __ - - -. -_. _- -. __ _ __.....-_
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REAKER
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STRAW, HYDROSEEDING, OR
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SOD BY THE END OF EACH
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1010-
I
-1010
NOT BE REQUIRED IF DAILY
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1000-
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980-
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i
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- 980
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970-
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-
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-- '-
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IL
950
_
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0
w-940
940-
-
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SPECIFICATIONS. THESE
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-- - -- -
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DESIGNATED AREAS AR E
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SHOWN WITH SHADING
910-
PROPOSED PIPELINE
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AND ARE TYPICALLY AT
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-900
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-890
LOCATIONS.
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870-
670
.
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224+00
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23 2311+00 232+00
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1
ANSI RATING
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DESIGN FACTOR
PROPRIETARY & CONFIDENTIAL ALL RIGHTS RESERVED • DO NOT SCALE THIS DRAWINGUSE DIMENSIONS ONLY
REF. D WG(S)
CA
qN ..
PIEDMONT'S NATURAL GAS FACILITY DRAWINGS ARE CONSIDERED CONFIDENTIAL NTI
TAL (OM1095)' DRAWING IS CURRENT ONLY THROUGH THE LATEST REVISED DATE -TO INSURE THERE IS NO RISK OF
INAPPROPRIATE CLOSER ALL PREVIOUS PAPER COPIES OF THIS DRAWING MUST BE DESTROYED IN ACCORDANCE WITH RECORDS & INFO. MANAGEMENT (RIM) POLICY 1001
2
9�_04�
NO
DATE
-- _ BIDE
REVISIONIS) DESCRIPTION BY CHK APPD DESCRIPTION APPROVALS _
t wre _
CODE ONAL
- accouNT NUMBER 10700 " Piedmont LINE D RELOCATION
ENGINEER
ral
SHEET 27 OF 121 DWG SCALE: AS SHOWN
—-
DWGDATE 11 3016 suPERGEDED
' 2�,
ND
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PROJECT NUMBER 1151341 °""
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DRAWNGNUMBER
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"AruRE n ---I COPYRIGHT 2014 PoEDMONT NATURAL GAS CORP.
i PRINCIPAL
PNG�C-���- 0���082
SIGNATURE
CORP. OFFICE 4720 PIEDMONT ROW DRIVE
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zxx'_ F
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y
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RIrARYRA.— p
_ isrirva ilial RaoSURE
GRAPHIC SCALE iN FEE-,
CD
Z
2
O
NOTE:
ALL TRENCHED AREAS, NOT
OTHERWISE DESIGNATED,
SHOULD BE FILLED AND
1100
- -
- -
- 1100
STABILIZED WITH SEED AND
1090—
1090
STRAW, HYDROSEEDING, OR
1080 —
1060
SOD BY THE END OF EACH
107D —
— 1070
WORKDAY. SILT FENCE WILL
1060-
1060
NOT BE REQUIRED IF DAILY
1050--
TRENCH BREAKER
+1050
STABILIZATION IS
1040-- r TRENCH
BREAKER
TRENCH BREAKER
1040
OCCURRING. DESIGNATED
1030—
- 1030
AREAS MAY BE LEFT
`/
1020— -
-. _ — —-- -- __
TRENCH BREAKER l
- 1020
DISTURBED FOR LONGER
THAN 1 DAY, BUT MUST
IL
1010— -* _
1000 T
-- -
_
- —
- — --- __
-
i
r EXISTING GRADE
_
--
FOLLOWNCPERMIT
0
990—
///
1000
__990
--990
SPECIFICATIONS. THESE
a
980—
3'yµ COVER
—980
DESIGNATED AREAS ARE
970—
PROPOSED PIPELINE
—970
SHOWN WITH SHADING
960—
-
—960
AND ARE TYPICALLY AT
950
_95o
TIE-INS AND BORE
940—
_94o
LOCATIONS.
930—
930
920—
—920
910 —
900
�I
—910
+900
23 +50 238+00
239+00
240+00 241+00
242+00 243+00 244+00 245+00
246.00 24700 248,00
249+00 249+50
MAOP
of
1
ANSI RATING
w 2
-
a
17
DESIGN FACTOR
i
PROPRIETARY 8 CONFIDENTIAL ALL RIGHTS RESERVED' DO NOT SCALE THIS DRAWING • USE DIMENSIONS ONLY
REF. DWG(S)
PIEDMONT'S NATURAL GAS FACIUTY DRAWINGS ARE CONSIDERED CONFIDENTIAL (OM-1095) - DRAWING IS CURRENT ONLY THROUGH THE LATEST REVISED DATETO INSURE THERE IS NO RISK OF
H . GA
PREVIOUS PAPER
COPIES OF THIS DRAWING MUST BE DESTROYED IN ACCORDANCE YMTH RECORDS 81NF0. MANAGEMENT
(RIM) POLICY 1001
0-oA
NOt
DATE REVISION(S) DESCRIPTION
_ BY CHK D
APPRovALs
qui ei pros
LINE D RELOCATIONDWG
SEET 28 OF 1 DWG SCALE: AS SHOWN
12
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8
fi
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2730
ACCOUNT NUMBER 10700
—
ENGINEER Piedmont
—
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ALIGNMENT PLAN &PROFILE
DATE 11/30116 SUPERCEDED
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GIN J-
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ALL TRENCHED AREAS, NOT
1100_
_ _
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-
OTHERWISE DESIGNATED,
�
_ _ _ -
- -_ _- — 1100
SHOULD BE FILLED AND
1090
I080
—1090
STABILIZED WITH SEED AND
1070
—1080
— 1070
STRAW, HYDROSEEDING, OR
SOD BY THE END OF EACH
WORKDAY. SILT FENCE WILL
10801
1050
1040
EXISTING GRADE
— -- - - --
- -
—1080
_ —
- - - —1050
NOT BE REQUIRED IF DAILY
STABILIZATION IS
1030—
_ _-- -
--- --- — - --
i
--1030
—1040
OCCURRING. DESIGNATE':
10pfi
1010-
— -
— --
-- — —
—
/ -- —
— --
_
— — ---
—1020
AREAS MAY BE LEFT
—
-__ - _ _
/
T MIN. COVER
+1010
DISTURBED FOR LONGER
ELI
1000
— --
— — — —
—1000
THAN 1 DAY, BUT MUST
LL
990
980—
PROPOSED PIPELINE
t 990
FOLLOW INC PERMIT
¢
—980
SPECIFICATIONS. THESE
a
9701
—970
DESIGNATED AREAS ARE
980—
+960
SHOWN WITH SHADING
950—
—950
AND ARE TYPICALLY AT
940—
—940
TIE-INS AND BORE
930—
-- 930
LOCATIONS.
920 -}
—:20
910 —
900 �-
249+50
250+00
251+00
25 +00
�——�I
__254[+00
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4900
253+00
254+00 255+00
256+00 25 +00
258+00
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ED 2
-
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15:
DESIGN FACTOR
In
PROPRIETARY 8 CONFIDENTIAL ALL RIGHTS RESERVEDDO NOT SCALE THIS DRAWING' USE DIMENSIONS ONLY
REF. DWG(S)
qN A �
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INAPPROPRIATE DISCLOSER ALL PREVIOUS P COPIES O RE THERE IS NO RISK OF
F THIS DRAWING MUST BE DESTROYED IN ACCORDANCE HATH RECORDS 81NF0. MANAGEMENT (RIM)
) POLICY 1001
- O� I Y
NO
DATE
REVISION(S)
DESCRIPTION
BY 'CHK APPD DESCRIPTION APPROVALS
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LINE D RELOCATION
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IPROJECTNUMBER
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COPYRIGHT 2014 PIEDMONT NATURAL GAS CORP. '�,
HICKORY,NORTH CAROLINA
ORAWANG NUMBER
PNG� C - 0�� _ 000084 0
–
j ENGINEER
CORP. OFFICE 4720 PIEDMONT ROW DRIVE
!
RESOURCE CENTER HICKORY
SIGNATURE
CHARLOTTE, NC 28210
PNG-DISCIPUNE-RESOURCE CENTER -NUMBER

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-
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Z
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NOTE:
ALL TRENCHED AREAS, NOT
OTHERWISE DESIGNATED,
1150--
- __ -_. _ _ _—
- - - - - - - - - -
_._
- - ....
- - - -1150
SHOULD BE FILLED AND
STABILIZED WITH SEED AND
1140—
1130—
1140
1130
STRAW, HYDROSEEDING, OR
SOD BY THE END OF EACH
1120—
1110 —
1120
WORKDAY. SILT FENCE WILL
1100—
1110
NOT BE REQUIRED IF DAILY
STABILIZATION IS
1090—
` EXISTING GRADE1100
1090
OCCURRING. DESIGNATED
tO80T
1070-
— —
— — — — _
1
--1080
—
AREAS MAY BE LEFT
1060—
- -
— — -
— _ --- — — - -- -- — — — — - --
— —
W MIN. COVER
__ _ _ _
— - — —
— 1070
DISTURBED FOR LONGER
J
1050
+ -1000
050
THAN 1 DAY, BUT MUST
1040 `
;
FOLLOW NC PERMIT
SPECIFICATIONS. THESE
¢
o_
1030
PROPOSED PIPELINE
1030
DESIGNATED AREAS ARE
1020
+1020
SHOWN WITH SHADING
1010—
1000-T
X1010
10
AND ARE TYPICALLY AT
TIE-INS AND BORE
990—
990
T
980 --
LOCATIONS.
970-4-
980
970
960—
950 J-- -
263+00
�. - - +_ - i _-_ f _ -_ 1 �.._ h. _._— _.-._..f—__
264+00 2S5+00 288+00 26L0
__.- V_------__._—.
268+00
+_�
_.+ _. 1..__
960
TI 950
289+00
270+00 271+00
272+00 2731+00 274+00
27J+00278+00
MAOP
of
2
25
ANSI RATING
LU
DESIGN FACTOR
w
PROPRIETARY & CONFIDENTIAL ALL RIGHTS RESERVED • DO NOT SCALE THIS DRAWING • USE DIMENSIONS ONLY
REF. DWG(S)
,H " ,,
CA '',;
NATURAL
PIEDMONT'S NA ACIDTY DRAIMNGS ARE CONSIDERED CONFIDENTIAL (OM -1095)' DRAWING IS CURRENT ONLY THROUGH THE LATEST REVISED DATE' TO INSURE THERE IS NO RISK OF
• q
INAPPROPRIATE DISCLOSER ALL PREVIOUS PAPER COPIES
OF THIS DRAWING MUST BE DESTROYED IN ACCORDANCE
WITH RECORDS d INFO. MANAGEMENT (RIM) POLICY 1001
O?. �' %=
Y
:<
NO
DATE
REVISIONIST DESCRIPTION BY , CHK APPD DESCRIPTION
CODE2730 T.E°aE-wrw=
APPROVALS
LINE D RELOCATION
SHEET 30 OF 121 DWG SCALE: AS SHOWN
0 98
L
_ --T ACCOUNT 10700
ENGINEER
4' Piedmont
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ALIGNMENT PLAN &PROFILE
DWG DATE 11/30//8 SUPERCEDED
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PROJECT NUMBER 1151341 a e
meu.ruaEixr.us MGR TECH
Natural Gas
�T—
DRANANGNUMBER REVISION
°yq f3� �O16
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_ - _ - DRANANGBY CPD
- _ REC3STD
HICKORY NORTH CAROLINA
Ep
CHECKER INITIALS MAY WE
„.naE,xr.,E
PRINCIPAL
COPYRIGHT 2014 PIEDMONT NATURAL GAS CORP.
f
NG- C - 011- 0001085 0
SIGNATURE
ENGINEER
CORP. OFFICE 4720 PIEDMONT ROW DRIVE
CHARLOTT, NC 23210
RESOURCE CENTER HICKORY
PNG-0ISCIPUNE-RESOURCE CENTER-NL9ABER

OWNERSHIP, FOOTAGE
x"
zn
LEGEND
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185
j
187
,. ' LINE TOO BE
»
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ABANDONED
-
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8” SERVICE TO HUFFMAN-FINISHMG = - -- -
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TE.—.,atsaACE❑rr,l-•-•-
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Aew
PROTECT BORE AREAS WITH SILT
PsoPESTr ne - - - -
FENCE FOR BORES DETAIL 1 ON
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SHEET 116
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Y� -INSTALL 8" MDPE,
S'+!-INSIDE
o...se -j
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CONVENTIONAL BORE CROSSING
SHEET 4 FOR DETAIL)G ---
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C-10
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iER YETE. �
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NOTE:
ALL TRENCHED AREAS, NOT
OTHERWISE DESIGNATED,
SHOULD BE FILLED AND
150
1150—
STABILIZED WITH SEED AND
STABILIZED
1140—
-1140
STRAW, HYDROSEEDING, OR
SOD BY THE END OF EACH
1130
1120 —
EXISTING ORAD!
-1130
-1120
WORKDAY. SILT FENCE WILL
1110—__
-- — -- —
— — — — — — --- - - --
--
- -- -
-1110
NOT BE REQUIRED IF DAILY
1100—
-
-1100
STABILIZATION IS
1090
, - - — --- — 3' MIN. COVER
-1090
OCCURRING. DESIGNATED
1080 --
- _ — -.. _. _- _ _ _ _ _
-1080
AREAS MAY BE LEFT
1070—
_
-1070
DISTURBED FOR LONGER
J
1060—
PROPOSE. PIPlLIN!
_ 1080
THAN 1 DAV, BUT MUST
M
1050—
_-1050
FOLLOW NC PERMIT
0
1040—
--1040
SPECIFICATIONS. THESE
a
1030—
- 1030
DESIGNATED AREAS ARE
1020—
- 1 D20
SHOWN WITH SHADING
1010 —
-1010
AND ARE TYPICALLY AT
low—
-7000
TIE-INS AND BORE
990—
- 990
LOCATIONS,
980—
—980
970—
4-970
960—
950
_-F---�- +�I �I_�.
-28-8++00 _�
— 960
+950
27 +00-
278+00 - 279+00 280+00 281+00 282+00 283+00 284+00
285+00 288+00 28 +00
288+00
289+00
MAOP —
a Ix
1 �17� .10
f
- --
ANSI RATING
w
-
FACTOR
E N
DESIGN
PROPRIETARY 8 CONFIDENTIAL ALL RIGHTS RESERVED' DO NOT SCALE THIS DRAWINGUSE DIMENSIONS ONLY
REF. DWG(S)
--;,,
PIEDMONT'S GAS FACILITY ARE NFIDENTIAL (OM-1095) - IS ONLY THROUGH THE LATEST REVISED DATE' TO INSURE THERE IS NO RISK OF
ZN CA ''
ER COPIESDERED
PAPVIANGS
CLOSER P�tLPF2E OF MUST BEIDE DESTROYED IWING
N ACCORDANCE WITH RECORDS 8 INFO. MANAGEMENT (RIM) POLICY 1001
=S ! Z
NO
DATE
SUS
REVISION(S) DESCRIPTION BY CHK APPD DESCRIPTION APPROVALS
AREA ODE
LINE D RELOCATION
SHEET 21'1 DWG SCALE: AS SHOWN
31/30
0 8
- _- -
,O]OO ENGINEER edmont
PROECTNMERR 4GN �' Natural Gas
ALIGNMENT PLAN & PROFILE
DWG DATE BW SUPEROEDED-
„5,� ROTE„ I
DRANG NUMBER
REVISION
`ti�Fdtf3c 01(a—
BY D RECBSTD
HICKORY NORTH CAROLINA
_ -!DRAWING
—
CHECKER INITIALS ; MAY • Anxtsr Mnus COPYRIGHT 2014 PIEDMONT NATURAL GAS CORP
1
PNG- C - 011-
0001086 0
.....",
PRINCIPAL CORP. OFFICE 4720 PIEDMONT ROW DRIVE
'SIGNATURE ENGINEER CHARLOTTE, NC 28210
RESOURCE CENTER HICKORY
PNG-DISCIPUNE-RESOURCE CENTER-NUMBER

OWNERSHIP, FOOTAGE O -
XXX L.F.
LEGENDNEEF
'sr"•w� EXISTING 4" STEEL LINE TO BE
ovosso c,s ABANDONED W O
=n
� = O
=nowseo rear sr,r an ■ pvnlel
,.. _ JG
V l'f
dif
Ili"
renoon,n.,wnnsn,ce nws -.-.- HICKORY BLVD T xEtc.
v.-.- . w_ -
noes ono,no.e�eerone
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sax r,aysewen�ne - a / SILT FENCE FOR BORES 0 0 O
O
ancs u,x DETAIL 1 N SHEET 116 _O n ( co O
O 1946 O + - - O 9 W -- H2O __ _ 01 01 N _ _ _ _ _ _ O 1138 _
N _
.encexne 111( -t1 10 e1� _ Vii'- L;M20 N N-_ _ - - E O 1t ,7. 1140- M
van.nos N N 10g - - i114 A _.Ua�r .. _ - _ - _ , - M
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N + k
01 p C "✓ � On
- - _ _ 1
,10 o- .r---------� -- ---_'--�-'- — it - -- I
a
INSTALL
R11N AT A MIN. DEPTH OF3'.
s
--__-~ �-----""-""�+- r xCM� INSTALL 8" MOPE, 5'+(-INSIDE-
urLrve«ewnn�wn.
urn rbsr
8x2 TEE
vvnne -� 12" VALVE —/ `- cm
w �
r ns nron,n. �
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,Enneren ®
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COULD NOT SWEEP FOR
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UTILITIES DUE TO
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ALL TRENCHED AREAS, NOT
1150
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OTHERWISE DESIGNATED,
1140
--_ _ --- - _-
—1150
SHOULD BE FILLED AND
1130—
—1140
STABILIZED WITH SEED AND1120
—
TRENCH BREAKER
—1130
STRAW, HYDROSEEDING, OR
1110—
—1120
SOD BY THE END OF EACH
1100—
—1110
WORKDAY. SILT FENCE WILL
1090— --
-'
_
1100
NOT BE REQUIRED IF DAILY
STABILIZATION IS
1080—
1070
TRENCH BREAKER
� - _ -- TRENCH BREAKER
TRENCH BREAKER
TRENCH BREAKER TRENCH BREAKER
EXISTING GRADE
1090
1080
OCCURRING. DESIGNATED
1060
1070
MAY BE LEFT
—
-_.
1080
DISTURBED
DISTURBED FOR LONGER
THAN 1 DAY, BUT MUST
LL
1050
1040—
1030—
_
— --- _ -
_ _-
_ -�- --- - _ + i
-�
--- — _ J
_"
� 1050
--1040
FOLLOW NC PERMIT
Of
J
-
1030
SPECIFICATIONS. THESE
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1020—
PROPOSED PIPELINE
1020
DESIGNATED AREAS ARE
1010
1010
SHOWN WITH SHADING
1000 —
1000
AND ARE TYPICALLY AT
8890
990
TIE-INS AND BORE
98
LOCATIONS.
970--9700
%0
950
342+00
I
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__ ___..�. I. _. __ I �_. _ I _
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+ 960
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00 3461+00 349+00 350+00
351+00 352+00 353+00
354+00 355+00
MAOP
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25 10
ANSI RATING
w
DESIGN FACTOR
In
PROPRIETARY & CONFIDENTIAL ALL RIGHTS RESERVEDDO NOT SCALE THIS DRAWING' USE DIMENSIONS ONLY
REF. DWG(S)
�qN, ,�A z
I
PIEDMONT'S NATURAL GAS FACILITY DRAWINGS ARE CONSIDERED
INAPPROPRIATE DISCLOSER ALL PREVIOUS PAPER COPIES
CONFIDENTIAL (OM-1095)' DRAWING IS CURRENT ONLY THROUGH THE LATEST REVISED DATE -TO INSURE THERE IS NO RISK
OF THIS DRAWING MUST BE DESTROYED IN ACCORDANCE WITH RECORDS & INFO, MANAGEMENT (RIM) POLICY 1001
OF
0' 29
0 98
NO
DATE REVISION(S)
DESCRIPTION BY CHK APPD DESCPoP710N APPROVALS _
ie I �-REGIONAL
AREA CODE 2730 LINE D RELOCATION
ACCOUNT NUMBER 10700 ENGINEER
rgPiedmont
SHEET 36 OF 121 DWG SCALE: AS SHOWN
DWG DATE 11x30/16 SUPERCEDED
C.. G IN J
PROJECT NUMBER 1151341 a
t
Natural Gas
ALIGNMENT PLAN &PROFILE
-
MUMBER
,
ygSV/0019201
DRAWING BY CPD
MGR TECH
REC&STD
HICKORY, NORTH CAROLINA
DRAWING REVISION
.1
CHECKER INITIALS MAY a
uGns"wn.s COPYRIGHT 2014 PIEDMONT NATURAL GAS CORP.
PNG- C _ Oil � 0001091 O
SIGNATURE
PRINCIPAL CORP. OFFICE 4720 PIEDMONT ROW DRIVE
ENGINEER
RESOURCE CENTER HICKORY
- -
CMARLOT7E, NC 28210
PNG-0ISCIPUNE-RESOURCE CENTER-NUMBER

OWNERSHIP, FOOTAGE
X% L.F.
LEGEND
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1100—
STABILIZED WITH SEED AND
1090—
STRAW, HYDROSEEDING, OR
1080—
— 1090
SOD BY THE END OF EACH
1070—
—1080
WORKDAY. SILT FENCE WILL
1060—
—1070
NOT BE REQUIRED IF DAILY
STABILIZATION IS
1050 —
1040 -
- --- - -- -- — — -- _
- _ _ _ _.. - _ —
-- _
TRENCH BREAKER TRENCH BREAKER
_ — — ---
llOiTINO ORAD!
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— 10
OCCURRING. DESIGNATED
ip3p---
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— f
_ _ _ _
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AREAS MAY BE LEFT
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LU
1020 t
--1030
3- MIN. COVER ----- ---__
_ —1020
—
THAN 1 DAY, BUT MUST1010
ly
1010+
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/
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O
—1000
SPECIFICATIONS. THESE
a
9980—
—990
DESIGNATED AREAS ARE
970—
—980
SHOWN WITH SHADING
980—
PROPOSED PIPELINE
—970
AND ARE TYPICALLY AT
950—
—960
TIE-INS AND BORE
LOCATIONS.
940
930
—950
920
—930
910 ---
—920
I
900
�`�-
F__- -_.�
358• r - - 35 +00
10
1 � _-+900
358+pp 359+00 360+00
361-00 362+00 363+00
364+00 365+00 3645+00
36 +71 00 388+00
MAOP
–
2
1
ANSI RATING
LU 2
DESIGN FACTOR
In
PROPRIETARY 8 CONFIDENTIAL ALL RIGHTS RESERVED' DO NOT SCALE THIS DRAWING' USE DIMENSIONS ONLY
REF. DWG(S)
N CA
C
PIEDMONT'S NATURAL GAS FACILITY DRAWINGS ARE CONSIDERED CONFIDENTIAL (OM -1095)' DRAWING IS CURRENT ONLY THROUGH THE LATEST REVISED DATE • TO INSURE THERE IS NO RISK OF
INAPPROPRIATE DISCLOSER ALL PREVIOUS PAPER COPIES OF THIS DRAWING MUST BE DESTROYED IN ACCORDANCE WITH RECORDS S INFO. MANAGEMENT (RIM) POLICY 1001
v -
No
once
REVISION(S) DESCRIPTION By CHK APPO. DESCRIPTION o,.E -. --_ 'SicNeruR APPROVALS
AREA CODE 2730
LINE D RELOCATION
SHEET 37 OF 121 DWG SCALE: AS
SHOWN
0 98 _
F
ACCOUNT NUMBER 10700
---
REGIONAL
ENGINEER�� Piedmont
ALIGNMENT PLAN &PROFILE
DWG DATE 11/30/18 SUPERCEDED
-- —
�0
'-, py. 'GIN J
PROJECT NUMBER _ 1151341 wre scNnruRE/iwru�s
MGR TECH Natural Gas
DRAWING NUMBER
I. REVISION
Fd«""
oRAV�NGBY CPD
RE°85T°
HICKORY NORTH CAROLINA
CHECKER INITIALS MAY °AE 9GN"n""""'n"'s-
-- COPYRIGHT2DUPIEDMONTNATURALGASCORP.
PNG-C-opt- 0001092
o
_
SIGNATURE
PRINCIPAL CORP. OFFICE 4720 PIEDMONT ROW DRIVE
ENGINEER CHARLOTTE, NC 29210
RESOURCE CENTER HICKORY
-
PNG-DISCIPUNE-RESOURCE CENTER -NUMBER

OWNERSHIP, FOOTAGE
XXX L.F.
LEGEND
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.,
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GRAPHIC SCALE (IN FEET)
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rn
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NOTE:
ALL TRENCHED AREAS, NOT
OTHERWISE DESIGNATED,
SHOULD BE FILLED AND
STABILIZED WITH SEED AND
1100—
- -- - -- --
- `--- ---
-
- -
1100
STRAW, HYDROSEEDING, OR
1090—
- 1090
SOD BY THE END OF EACH
1080—
—1080
WORKDAY. SILT FENCE WILL
1070—
— 1070
NOT BE REQUIRED IF DAILY
1050—
TRENCH BREAKER
1060
STABILIZATION IS
OCCURRING. DESIGNATED
1050—
1040
TRENCH BREAKER
l
1
EXISTING GRADE
1050
AREAS MAY BE LEFT
1030
TRENCH
BREAKER �I — _. -
- — — —
— — — — "— — �
� � _ —
1040
1030
DISTURBED FOR LONGER
THAN 1 DAY, BUT MUST
FOLLOW NC PERMIT
LU
J
LL
1020
1010 —
10.—
_ i TRENCH BREAKER -7
---- --
--
1
3' MIN. COVER
�
02
10
SPECIFICATIONS. THESE
o_
990
E
__
-- _ _
_ _- --- — --- - -
/ //
- - -- — PROPOSED PIPELINE J
—1000
—990
DESIGNATED AREAS ARE
980
—980
SHOWN WITH SHADING
970—
—970
AND ARE TYPICALLY AT
TIE-INS AND BORE
960
—960
LOCATIONS.
950
gqp _
9550
840
930 --
--:2030 930
920—
920
910—
900+
I.
-- 910
368+00
-_ _.�.. _
389+00 3701+00
_ Imo_-_
371+00
_ -_ I ——�—_—
372T+00 373+00
—
_.----
-+900
371+. 375+00 378+00
3 +pp 378+00
379+9+00 380+00
381+00
MAOP
a
25
f
ANSI RATING
w
1
DESIGN FACTOR
mu)
PROPRIETARY & CONFIDENTIAL ALL RIGHTS RESERVED - DO NOT SCALE THIS DRAWINGUSE DIMENSIONS ONLY
REF. D WG(S)
PIEDMONT'S NATURAL GAS FACIUTY DRAWINGS ARE CONSIDERED CONFIDENTIAL (OM -1095)
- DRAW NG IS CURRENT ONLY THROUGH THE LATEST REVISED DATE - TO INSURE THERE IS NO RISK OF
N CA
INAPPROPRIATE DISCLOSER ALL
PREVIOUS PAPER COPIES OF THIS DRAWING MUST
)POLICY 1001
BE DESTROYED IN ACCORDANCE WATH RECORDS & INFO. MANAGEMENT (RIM)
Op / 2
NO
DATE
REVISION(S) DESCRIPTION BY CHK
APPD �� CODE DESCRIPTION
ogre
2%30
APPROVALS
sox"mx
LINE D RELOCATION SHEET 38 OF 121 DWG SCALE: AS SHOWN
98 _
-
.ACCOUNT NUMBER`
10700
°"'E
_AAA RE' N r" s
-
ENGINEER Piedmont
011 Natural Gas
ALIGNMENT PLAN &PROFILE
DWG DATE 11130/16 SUPERCEDED
�1G I H J20
PROJECT NUMBER
1151341
MGR TECH
DRAWING NUMBER
REVISION
"gsdl/ 16
DRAWING BY _
MPD
RE°&6TD
HICKORY, NORTH CAROLINA
CHECK
CHECKER INITIALS
MAY °""
""^"E' .*usPRINCIPAL
coPrrocHOFOUPIEDMONT
PWG— C-011—
0001093
0
_
SIGNATURE'
EDMONTNATURAL OWDRIVCORP.
CORP. OFFICE 4780 PIEDMONT ROW DRIVE
ENGINEER
RESOURCE CENTER HICKORY
CHARLOTTE, NC 29210
PNG-DISCIPUNE-RESOURCE
CENTER -NUMBER

OWNERSHIP, FOOTAGE
XXX L
LEGEND
', ., ...,. , ,.,., ,•
-.. ... 4x4 TEE ,,....,
4x2 REDUCER �'��
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,: ..
.:.,-. ....,. ,...
EXISTING 4" STEEL LINE
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- .. -
,
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TO BE ABANDONEDW
,,. _ - - • _ _.
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LE xE
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axe TEE
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8x4 REDUCER
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4" VALVE,
\
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1
XDD EXIT ($
R RE NVDRANr {�}
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INSTALL 8^ MOPE, $'+f• —� /
INSIDE NCDOT RAM ATA
MIN. DEPTH OF 3'.
.
....
yl!
I
93 FOR DET
--E
1
m
--ER
ER i
waREcrPER
'.
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. --, inch = 50 fl
0
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rn
�
NOTE:
ALL TRENCHED AREAS, NOT
OTHERWISE DESIGNATED,
SHOULD BE FILLED AND
- - ---. -. _..
1100— __- ---- - _— --
—_ - -- -
- -
- -- -- - - - -_ - -
-- _- __ .
-_- --- -.
—1100
STABILIZED WITH SEED AND
STRAW, HYDROSEEDING, OR
1090-1090
1080 —
1080
SOD BY THE END OF EACH
7070
1070
WORKDAY. SILT FENCE WILL
1080—
- _ _._
--- — -- — — X1060
NOT BE REQUIRED IF DAILY
STABILIZATION IS
1050—
1040—
EXISTING GRADE —
9' MIM. COVER
—1050
1040
OCCURRING. DESIGNATED
- — — -- - _- __ -- -_
1030 -- —
- _- — — --
— —
— -
- 7030
AREAS MAY BE LEFT
_ -- —
1020
_
_
_ — _
i
/
—1020
DISTURBED FOR LONGER
w
_
/
THAN 1 DAY, BUT MUST
o
100+
----
/
-T 1010
000
FOLLOW NC PERMIT
SPECIFICATIONS. THESE
a
990-990
80
\
\ - -- _--
DESIGNATED AREAS ARE
SHOWN
970 1
— --
WITH SHADING
PROPOSED PIPELINE
_ 96D
AND ARE TYPICALLY AT
950 t
—950
TIE-INS AND BORE
LOCATIONS.
940-94
930
940
0
930
920
920
910
900+ - I�-�-- -��._
-+--_. __��_
_386+ -.---�
_-t -- ----- + - VI
t -+900
381+00 382+00 383+00
384+00
385+00
386+00 38 +00
388+00 389+00
390+00 391+00 392+00
393+00 394+00
MAOP
a M
1
17
ANSI RATING
w 2
-
Q j
DESIGN FACTOR
PROPRIETARY & CONFIDENTIAL ALL RIGHTS RESERVEDDO NOT SCALE THIS DRAWING' USE DIMENSIONS ONLY
REF. D WG(S)
,N .. ....,,,,
PIEDMONT'S NATURAL GAS FACILITY DRAWINGS ARE CONSIDERED CONFIDENTIAL (OM -1095)' DRAWING IS CURRENT ONLY THROUGH THE LATEST REVISED DATE • TO INSURE THERE IS NO RISK
OF
INAPPROPRIATE DISCLOSER ALL
PREVIOUS
PAPER COPIES OF THIS DRAWING MUST BE DESTROYED IN ACCORDANCE
WITH RECORDS & INFO. MANAGEMENT (RIM) POLICY 1001
O?.
NO
DATE REVISION(S) DESCRIPTION BY CHK
APPD DESCRIPTION
APPROVALS _
LINE D RELOCATION
SHEET 39 OF 121 DWG SCALE:
— —
AS SHOWN
0
AREA coDE--
ACCOUNT NUMBER
2730
10700
REGIONAL
ENGINEER
Piedmont
��}}
rill
ALIGNMENT PLAN & PROFILE
DWG DATE 11 W16 SUPERCEDED
;`. F 2 -
PROJECT NUMBER
1151341
ITE �DN. RE; „TA a
MGR TECH
NpLUC�II GBS
DRAW NG NUMBER
REVISION
O N J -;
>.;?qN ��j�1O16
�'
DRAWING BY
CPD
REC 85TD
'---' ---
HICKORY NORTH CAROLINA
/'� .I .I
PNC- C — O OOO
.1 ,1
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CHECKER INITIALS
MAY
wre t-mDNATURE;iNin�is
pRINCIPAL1
COPYRIGHT20UPIEDMONTNATURALGASCORP.
CO=D
1
1 1
IO9'T L
-
_
SIGNATURE
ENGINEER
CHARLOTTE NC 29210
RESOURCE CENTER HICKORY
-
PNG-DISCIPLINE-RESOURCE CENTER -NUMBER

OWNERSHIP, FOOTAGE
JO�
xzLF
LEGEND
r,
z
257
INNEW
M
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e. arixcaN
„
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_ Q �
rter sr *pax R ��
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LINE TO BE
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- N� Sr
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r
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O!
C / +� 40Z+00 SHEET 116 - '-
�.v,rE«Ev.x�x,x.
w
1 r
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F xExr�xxx.
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n
i
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93 FOR EE SHE
"--.-.r..
�� A010
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-
ExxEEx
r SHEET 4FYfR.O£TAIL)
aroxx xLE. mn
253
I
J-'-��,.� - PROTECT BORE AREAS WITH SILT
T+FENCE F BORES DETAIL 1 ON
DOOR
�- SHEET 116
cs xxxxEx �
sax *xxr xxxx«E ps
O
255
5" INSIDE —' --
INSTALL 8^ MDPE, `
E.s<xc.x«. xoo NEER
;�
'
07
NCDOT RW AT AMIN. DEPTH OF 3'.
F
Ica
GRAD
... . 7280
z
z
z
O
a
rn
�
NOTE:
ALL TRENCHED AREAS, NOT
OTHERWISE DESIGNATED,
1150
- --
- -- —___._
_
-- __—__ -
-_— -- --_ __- -
_. -- __-- ----
1150
SHOULD BE FILLED AND
STABILIZED WITH SEED AND
1140-4-
1130-4-
TRENCH BREAKER
--1140
STRAW, HYDROSEEDING, OR
1120 �-
1130
J
SOD BY THE END OF EACH
1110
1 _ ' 1120
WORKDAY. SILT FENCE WILL
NOT BE REQUIRED IF DAILY
11001
1090
EXISTING ORAD[
— 1110
-- - -- - — 1100
STABILIZATION IS
1080
OCCURRING. DESIGNATED
1070
— —�_
- — — — —
AREAS MAY BE LEFT
1pg0
—
_. — — — -
_ - — — — _-- —
3' MIN. COVER
1070
DISTURBED FOR LONGER
w
1050
1080
THAN 1 DAV, BUT MUST
FOLLOW NC PERMIT
0
O
1040
PROPOSED PIPELINE
1050
1040
SPECIFICATIONS. THESE
a
1030 --
1020—
—1030
DESIGNATED AREAS ARE
1010—
—1020
SHOWN WITH SHADING
AND ARE TYPICALLY AT
TIE-INS AND BORE
1000—
990—
980—
1010
1DO0
990
LOCATIONS.
970
980970
960
950 -
394+00
�- -._
395+00
_ +.
3981+00+00
_�
_._�_.
_�-'_—�_.�_
960
950
398+00
399+00 400+00 401+00 402+00 403+00 404+00 +00
00 40 00 408+00
MAOP
15;
ANSI RATING
w2
—"
DESIGN FACTOR
f w
15 10
PROPRIETARY & CONFIDENTIAL ALL RIGHTS RESERVED • DO NOT SCALE THIS DRAWING • USE DIMENSIONS ONLY
REF. DWG(S)
CA
s O�
S /
PIEDMONT'S NATURAL GAS FACIUTY DRAVINGS ARE CONSIDERED CONFIDENTIAL (OM -1095) • DRAWING IS CURRENT ONLY THROUGH THE LATEST REVISED DATE' TO INSURE THERE IS NO RISK OF
INAPPROPRIATE DISCLOSER ALL PREVIOUS PAPER COPIES OF THIS DRAWING MUST BE DESTROYED IN ACCORDANCE WITH RECORDS & INFO. MANAGEMENT (RIM) POLICY 1001
,SOP:.
0 98
NO
DATE
--
_
REVISION(S)DESCRIPTION BY CHK APPD DESCRIPTION
_ ACCOUNT N E _.-.
- - - -
ACCOUNT NUMBER
�213041
gppROygLg
as x.,� _
REGIONAL �� LINE D RELOCATION
'
ENGINEER Piedmont
SHEET 4 OF DWG SCALE: A H
_ _ 21 S SHOWN
OVWG pyo 101 rl0/16 1 SUPERCEDEDL WN
:20
PROJECT NUMBER
�..E
-_
Natural Gas ALIGNMENT PLAN & PROFILEDRAWING
iREC&STH
— —
DRAWING BY �
CPD
MGR
�REcasro
HICKORY NORTH CAROLINA
NUMBER REWSIDN��x.nxE,x.wa
CHECKER INITIALS
MAy ° E
p�xnnvE, Nnus COPYRIGHT 2014 PIEDMONT NATURAL GAS CORP. 7
P NGS C - 011 - 0001095 0
SIGNATURE
PRINCIPAL RESOURCE CENTER HICKORY
ENGINEER CORP. OFFICE 4720 PIEDMONT ROW DRIVE
CRARLOTTE. NC 28210
-- ---
PNG-DISCIPUNE-RESOURCE CENTER -NUMBER

OWNERSHIP, FOOTAGE
xxx
<xx
LEGEND
e.MENOMINEE
.. .:.
.. +
J
p
,r,r- ■ m«ReI
OREST
��
Q a
H'
~�
WO
DLANE ST
^aA«oweo s^s�«v
_ --_.'�
f¢
•
r
- 'YEC76dRE EAS Hsi SILT.
`I
'low
_ .. •..
�•.�-.
�r�"�
FENCE FOR BORES DETALIGNI
SHEET 118
...
xwsn osou«o re,ev«aue
w^.cxlrrt
�. L
•.
_, _-
vr«r.,rsewes.«e
268
=a,ce,,. seves«e
00
O
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O O F �I p
2�.
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+
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-
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+
M O I,
O
+
V R
v
O
04
ate.
z
--
�rl,.,ele
--
--
cVrw�ne �
I
INSTALL 8" MDPE, 5'+/- INSIDE
_ _---1D9Q_
_---
_
_••
NCDOT RM AT A MIN. DEPTLP OF 3'. BORE CROSSING (SEE SHEET 1L FOR ----'
DETAIL) p
-4100
w^,E«,eye,
=WR.e«
ssecrrien
EXISTING 4" STEEL ----
s,sresABANDONED
LINE TO BE
"'^"••^««ae OO
HICKORY BLVD
srso sas woo �
O
= p
=co
O
GRAPHIC
SCALE
(IN FEET)
;
z
z
O
r
cna
NOTE:
ALL TRENCHED AREAS, NOT
OTHERWISE DESIGNATED,
1200—
SHOULD BE FILLED AND1190
—
STABILIZED WITH SEED AND
1180 —
— 1190
STRAW,HYDROSEEDING,OR
1170 —
— 1180
SOD BY THE END OF EACH
1160 —
— 1170
'NORKDAY.SILT FENCE WILL
1150—
— 1180
NOT BE REQUIRED IF DAILY
1140+
1150
STABILIZATION IS
1130=. —
— - ---
1140
OCCURRING, DESIGNATED
AREAS MAY BE LEFT
1120
EXISTING GRADE
7730
1120
DISTURBED FOR LONGER
w
11113—
1100—
- — -- -- — --- - — — — — - - -
--- _ _
1110
THAN 1 DAY, BUT MUST
LL
1090—
3' MIN. COVER
—
_ - —" —
- --
-� -- --- 1100
-- — —
FOLLOW NC PERMIT
O
1080—
/
1090
SPECIFICATIONS. THESE
a
1070 --
PROPOSED PIPELINE
—1080
DESIGNATED AREAS ARE
1060 _ -
—1070
SHOWN WITH SHADING
AND ARE TYPICALLY A'
1050 —
—1060
— 1050
TIE-INS AND BORE
1040
—1040
LOCATIONS.
1030—
—1030
1020 —
1020
1010 —
0000
T
414+004
1010
1000+
+OO+OO-
415+00
00410+00
MAOP
� y
f
ANSI RATING
w
DESIGN FACTOR
1n
PROPRIETARY 6 CONFIDENTIAL ALL RIGHTS RESERVEDDO NOT SCALE THIS DRAWING' USE DIMENSIONS ONLY
REF. DWG(S)
N :' "
� CA
O(
S
PIEDMONT'S NATURAL GAS FACILITY DRAWINGS ARE CONSIDERED CONFIDENTIAL (OM -1095) - DRAWING IS CURRENT ONLY THROUGH THE LATEST REVISED DATE, TO INSURE THERE IS NO RISK OF
DISCLOSER PREVIOUS PA PER COPIES OF THIS DRAWING MUST BE DESTROYED IN ACCORDANCE HATH RECORDS 8 INFO. MANAGEMENT (RIM) POLICY 1001
7
99 --_
NO
DATE
_REVISION(S)_
_ _
DESCRIPTION
- -
_
BY CHK A PD DESCRIPTION
ON APPROVALS L I N E D R E LOCAT I O N
o�.e sIc«,ru is
AREA CODE 2730
.. - REGIONAL
ACCOUNT NUMBER 10700 ENGINEER Piedmont
Rv
SHEET 41 of 121 DWG SCALE: AS SHOWN
DWG DATE 11/10/16 SUPERCEDED
F :2�;
-� PROJECT 1151341 wE
s.cNnrc e,s,nus
- — N ALIGNMENT
Natural Gas
PLAN & PROFILE
—
DRAWING
,, I H J
y
qFj� A O(,,O�G
"
___
_
_
-_
DRAWING BY CPD
_ __ - --_
'.ATE
MGR TECH
�RECBSTD HICKORY N LINA
-NORTH CARO
NUMBER REVISION
•�
CHECKER INITIALS MAY
- COPYRIGHT 2014 PIEDMONT NATURAL GAS CORP.
I
PNG- C - 011- 0001096 1 0
SIGNATURE
I PRINCIPAL CORP. OFFICE 472D PIEDMONT ROW DRIVE
ENGINEER CHARLOTTE, NC29210
RESOURCE CENTER HICKORY
--
PNG-DISGPUNE-RESOURCE CENTER -NUMBER

OWNERSHIP, FOOTAGE O
LEGEND
a
Es.
vRovosEo Ts..nw ■ �wnEl 285 .. - . .,^' '2 ri
wER UE.om Lnes �— PROTECT BORE AREAS WITH SILT l _
n -
- - FENCE FOR BORES DETAIL 1 ON i -- -- - -
a
-- SHEET 116
TE. -A.1 --ECE LwnI - HDD ENTRANCE (SEE SHEET 4 FOR
DETAIL
ARAu.wE. as uuE TEMPORARY
EQUIPMENT CROSSING?:_
1 f
wAreR d • - O
NO GROUND
DISTURBANCE
2(SEE DETAIL
2ON O
U....OTELEP- SHEET 116) + O ALONG HDD
N O ouuE N +
-
/
7 t
TREEL.E +e^ - -- °N st m
na
-- - v
wE D1 277 �'__.•_ > r " 'w_aa
PROTECT -''.--__ • _ i"�1
w N +' O
O BORE -a.a. ,,,♦ v + i
sREA. ---»_-_» e� ..,_cif n♦aft�y _. rte,_,., a M 00 •-.... N'-7
Z O+ AREAS WITH I_ _"--,•- ,}`_ -� _ _
a p
Q — +'�rrr 'qtr„ o w 1
Ens.uc oRcu uw: - _ _ g N SILT FENCE -\ xtR�'-
d Q
wwsL,TA.OvrerevRr.RRvoV.iusA«ELrLErVEETE Rw L.RT¢0-Dli'nd e NQ'- . - - - - '- - r- »
F-_ OR >�B., _O_ >- .R-NE✓S
-E
b
-
r -�
r- r• r '�r *`__
,,,....»e�...��• rrrr r } r
e
DETAIL 11 ON
SHEET t 'o
H_25 2 DD ISELnuT 1E SHEET 4 F6R
DET
STREAM SR
CONVENTIONAL BORE
(SEE DETAIL b
camC.. ' rlLr Flit i(
-
Br.
...AR.. "`- INSTALL 8^ MDPE, 5'+/- INSIDE
NCOOT RfW AT A MIN. DEPTH OF 3'.
f
sAxiTARv «AuuoLE �s
's"1G1RO1 RO° Z + EXISTING 4" STEEL LINE -
JN HICKORY BLVD TO BE ABANDONED PROTECT BORE AREAS WITH
GRAPHIC SCALE IN FEET)
W IT r .. SILT FENCE FOR BORES
DETAIL 1 ON SHEET 116 I,
N" ' _ .•,-
U
Z
Z
O
Q
r
NOTE:
ALL TRENCHED AREAS, NOT
OTHERWISE DESIGNATED,
SHOULD BE FILLED AND
STABILIZED WITH SEED AND 1200 - - - - - --- ---- -- _ - _ -.
1190 - -_ - _ _-_ _. -_ _ .._. - -. ._.. __- -. _ _ -
STRAW, HYDROSEEDING, OR - -- - — 1200
SOD BY THE END OF EACH 1180 TRENCH BREAKER - - 1180
WORKDAY. SILT FENCE WILL 1170 EXISTING GRADE _ - -- _ - 1180 1180
NOT BE REQUIRED IF DAILY 1180 _ -- - - - - -- - - _ - -..- - -1170
STABILIZATION IS 1150 - - --- -- 1160
OCCURRING. DESIGNATED 1140 - ----- - 1150
AREAS MAY BE LEFT 1130 TRENCH BREAKER l - 3' MIN. COVER
DISTURBED FOR LONGER LU t120� I -1140
-1130
-I- 1120
THAN 1 DAV, BUT MUST J 111�T-R �HBKER - 1110
LLFOLLOW NCPERMIT O 1100 PROPOSED PIPELINESPECIFICATIONS. THESE a 1090 �-- -- -1100
DESIGNATED AREAS ARE 1080 -- - i
- 1090
SHOWN WITH SHADING 1070+ -1080
AND ARE TYPICALLY AT 1060- -1070
TIE-INS AND BORE 1050
- 1060
LOCATIONS. 1040 -1050
1030 1040
1020-- 1030
1010- -1020
1000T 1010+_ - - �_.-�I.1000
421+00 422*00 423+00 424+00 425+00 426+00 427-00 428+00 429+00 430+00 431+Op 432+p0 433+00 434+00
MAOP
ANSI RATING
DESIGN FACTOR
�N ,CA ,0(,:,
S
y_
0 .
�,ri-'Ci ��•'t'OIN J2��
16 ,
16
PROPRIETARY d CONFIDENTIAL ALL RIGHTS RESERVED - DO NOT SCALE THIS DRAWING' USE DIMENSIONS ONLY
PIEDMONT'S NATURAL GAS FACILITY DRAWINGS ARE CONSIDERED CONFIDENTIAL (OM -1095) - DRAWING IS CURRENT ONLY THROUGH THE LATEST REVISED DATE - TO INSURE THERE IS NO RISK OF
INAPPROPRIATE DISCLOSER ALL PREVIOUS PAPER COPIES OF THIS DRAWING MUST BE DESTROYED IN ACCORDANCE WITH RECORDS 6 INFO. MANAGEMENT (RIM) POLICY 1001
NO DATE REVISION(S) DESCRIPTION BY CHK APPD DESCRIPTION
APPROVALS
ARA E
I
_-_
z
- e n - -
LINE D RELOCATION
_
ACCOUNTNUMBER
10700
' ENGINEER
Piedmont
PROCOD
..
[ JECT NUMBER
1151341
r.A.�REN1HL1
CH]
ral Natural Gas
ALIGNMENT PLAN & PROFILE
DRAWING BY
- - _ -- -- - -' INITIALS
CPD
° `
REG &STO
SIo.ATURE,iwnr,is -'-"_
COPYRIGHT 2014 PIEDMONT NATURAL GAS CORP.
HICKORY NORTH CAROLINA
CHECKER
SIGNATURE
MAY
PI RwcIPAL
ENGINEER
CORP. OFFICE 4720 PIEDMONT ROW DR VE
RESOURCE CENTER HICKORY
CHARLOTTE, 10
NC 282
I
REF. DWG(S)
SHEET 42 OF 121 DWG SCALE: AS SHOWN I
DWG DATE 11/30/16 SUPERCEDED
DRAWING NUMBER REVISION
PNC- C - 011- 0001097 0
PNG-DISCIPUNE-RESOURCE CENTER -NUMBER

OWNERSHIP, FOOTAGE
�
XX% L.F.
LEGEND
y
c
302
.. .. ,.. .:... - ......
ERienrq""_MESSINESS
RRaoe cores sr.nw ■ mmnEl
301 303
1
MER xsno-1-1N
W`"" e :
299
•\ t'H 1 •a
vERR.xExr EASERExr - � - -
299
\\ �� \\
reRwR..Rv voRRRR.cE m�sl-•-•-
+. -
p
311
..ERR 1E,ER E
'ZO 1 296
41
�
a
, . .. Q...
o
_ VIN \
.00
r-I
.—E. xAµGHERS
h.�•"�
INSTALL 6" PLASTIC
TIE TO EXISTING � `---
vhruxw
t
\
O
PROTECT BORE AREAS - _ O
�....
_ s
y
"
-
emswu
martiGOncx�nE
Z
_- - --' _
PROTECT BORE ARFASWITH
_
WITH SILT FENCE FOR -
BORES DETAIL 1 ON
-
a-
_
`^ "- . - SILT FENCE FOR BOReG O -
p
SHEET 11
OT�RV-E 0
DETAIL 1 ON SHEET 116 0
O
0 _ . -
AA7 ' 0
m o o
a
M a ®
4
.-J
• t
°..,'�
o
rRE xrORAnr
-.�
N -....• O 9J N �
'� G ,_�„--_---.•.._
0
Q 1 _. -
P -
PROTECT BORE AREAS
WITH SILT FENCE fOR
-
O
QI
f•...p.i-'�
�- , o �. i �I
'-
®' `.:A- ..
.._... _.. o .. 0'
_ -. _ _ > _._- .. _... . ". -.
.j
BORES DETAIL 1 ON
SHEET 116
fD
-
wnreR. R
sraxx14
x�ET illll
1 �
\ G \, O r •
1
e
,.
iv \�
weREcrEm
"'r,�. RI'•�y ` j�f��-��1vvLLkkLL 1 8X8TEE
REDUCER
INSTALL 8"
- MOPE, 51+1
wsuETER
snx TARrx M1 -.
l��'-��-�
�
STEM MORE
JR! +' p CROSSING -
• -1'1 BORE -- INSIDE AMIN.
CROSSING A MIN.
(SEE SHEET 4 RMI
-
MOO..
ENTRANCEIEXIT
ER
SEE SHEET 4 '
( / l4.
T
FOR DETAIL)DEPTH OF J'.
- -- -
�=
FOR DETAIL)
-
31 �--"
SCALE IN
B LVO
.. = -
�PHIC
1♦
K Y EXISTING
H\G OR
BE ASTEELBANDOLINENED
l
_ W O
O
_.� J OD
V
0
Z
Z
O
Q
NOTE:
ALL TRENCHED AREAS, NOT
OTHERWISE DESIGNATED,
1200—
- - - --- - -
- -- -- -- - -
—1200
SHOULD BE FILLED AND
STABILIZED WITH SEED AND
1780 � _ -
TRENCH BREAKER
-
-+-1180
STRAW, HYDROSEEDING, OR
SOD BY THE END OF EACH
1170
1160
_ - _ -
-
TRENCH BREAKER
—1170
— 1160
WORKDAY. SILT FENCE WILL
1150
— - — — — -- _.
TRENCH BREAKER
—1150
NOT BE REQUIRED IF DAILY
STABILIZATION IS
1140—
1130
-
_
--- -- — _ _ _` - _- _ - EXIETIN66EAD!
- -- __ TRENCH BREAKER
—1140
--1130
OCCURRING. DESIGNATED
1120
— - —
- __ __
_ —
— 1120
AREAS MAY BE LEFT
1110
�• -
�- 1110
DISTURBED FOR LONGER
LU
�
1100+
PROPOSED PIPELINE
_ _ _ _
�
—1100
THAN 1 DAY, BUT MUST
li
1090 TI
1090
FOLLOW NC PERMIT
¢
1080—
1080
SPECIFICATIONS. THESE
D.
1070—
—1010
DESIGNATED AREAS ARE
1060+
- - 1060
SHOWN WITH SHADING
1050—
- 1050
AND ARE TYPICALLY AT
1040—
1040
TIE-INS AND BORE
1030 —
1030
LOCATIONS.
1020 -
-1020
1010
10003a�00
_ — - _ _ ___
----1
1010
- 1000
4351+00 4 43 +
438._
+00
439+00 440+00 441+00 442+00 443+00
444+00 445+00
446+00 44 +00
+00
MAOP
>
QIY
1 17
15
E
_
ANSI RATING
w
-
5
DESIGN FACTOR
PROPRIETARY & CONFIDENTIAL ALL RIGHTS RESERVED • DO NOT SCALE THIS DRAPBNG • USE DIMENSIONS ONLY
REF. DWG(S)
PIEDMONT'S NATURAL GAS FACILITY DRAWNGS ARE CONSIDERED CONFIDENTIAL (OM-1095) • DRANANG IS CURRENT ONLY THROUGH THE LATEST REVISED DATE • TO INSURE THERE IS NO RISK OF
.A
N O
INAPPROPRIATE DISCLOSER ALL
PREVIOUS PAPER
COPIES OF THIS DRAWING MUST BE DESTROYED IN ACCORDANCE HATH RECORDS & INFO. MANAGEMENT (RIM) POLICY 1001
/
Y
NO
DATE
REVISION(S) DESCRIPTION BY CHK �APPD DEsclaPnoN
_
'
APPROVALS
-
LINE D RELOCATION
SHEET 43 OF 121 DWG SCALE:
AS SHOWN
8 -
-
EA CiODE
�- AREA
.. /ACCOUNT NUMB.
2730
- 10700
REGIONAL t Piedmont
ENGNEER
_ - -
ALIGNMENT PLAN &PROFILE
DWG DATE 1 V
SNUMBE DED
-
NS
..
__-. --
-_ _- - _ __ __- PROJECT NUMBER
ATE--.
1151341
ru E xn,vs
""TORE/
1MGRTECH Natural Gas
DRAWANGNUMBER
DR
REVBIGN
°rdl
"'iiI/�� o
-
- - - -
MPD E
--
REGI& STD
DPYWGHT GAS CORP.
2014 PIEDMONT NATURAL
HICKORY NORTH CAROLINA
PNG- C - 011- 0001098 0
_
CHECnNGBY
_ 4 CHECKER INITIALS
SIGNATURE
MAY Y__
I
s� n.,xRE„x�nu=
PRINCIPAL CORP. OFFICE 4720 PIEDMONT ROW DRIVE
ENGINEER CHARLOTTE, NC 28210 �
RESOURCE CENTER HICKORY
— —--
PNG-DISCIPUNE-RESOURCE CENTER-NUMBER

OWNERSHIP, FOOTAGE
C-
XXX L.F.
LEGEND
_
— 1
TWIN �1R
+00
i_�
,.
...
-
E,a xaa a
rnorosm rear ar..�w ■ �vxaEr
� �
�. / I r
� _ - _._
� 4
WE'
V -'-`
rERwvarvoRxmxcE rrMl �•�•�
E I
R
A �~
EXISTING
4" STEEL
"°"N0ONE0 O1LNE
' i
I
LINE TO BE
—LINE _ _ _ _
u«oERaRouxore�erxoxE
.,..
:I
..... -
447+00
HICKORY BLVD
ABANDONED
-
-
- PkNO CTBORE ARE4 WI
$
.- - --
- f[NC FDR BORES DETAIL
wRreR E
N
�.` "�
WETLAND WH _..-
-.. -_..
- 090
$NEE '118
aRx rxav sEv�ER�xE
wRCE YRx aEweR, xE
6
\ 101
O 1 O _1080- Q._ _. _ _ ._.
_O
-
._ _. _ Op
00 G O b
-
...E
_ _.
W O +-+
- _. - -- 1070 ""-1+r)
_. _. _ tCt +
+ +
O
O
"- O+ I
rEKELxE -
`
i....
`� _I 0) __ — - 1070_� ._ -.
Y
C
V _
t+0
V a co i
_-
H
+O
�
a�
V
d
HOD
urnm wEE �
umnwLEwrx.,axr 0
uur war
- ""
rRAN
_ CEJEx1r
� 60
A
INSTALL 8" MDPE 5'-/-1 NSI
aurv"RE
NCD07 RMI AT A MIN, DEPTH OF 3.
HDD ENTRANCE -_-
ERE�w 1 ¢
_ -. _-
.� WETLANDWI ,
CROSS USING HDD
I
�
n
A.._~ t
(SEESHEET4 Ur`h
IL) X21 QOa
w
BORE AS SHOWN IN NO GROUND
/
STREAM SII
.,x,.. "
w.rEn xerER C
Z O
j :DISTURBANCE
DETAIL 24 ON
��
QO
moRR xLEr
.F
/ 'I ODI--
=O
NO GROUND SHEET 7 ALONG HDD
MOD BORE
.-" ($EE DETAIL 24,'-
•" -' "" ,,,,
„„: ,,
}
-
DISTURBANCE
STREAM SIJ --
ON SHEET 7)
oxsu naER
I F Q
ALONG HDD
HDD BORE
-'
-
Q F I
a anEcnwER
y
I (SEE DETAIL 24
-
ON SHEET 7)
v x�,"RVRaxx«E Op
E.�ar,xc.Ra. Roo �
.,.. i
�
1^
I
_
z
Z
Z
O
cncn
NOTE:
ALL TRENCHED AREAS, NOT
OTHERWISE DESIGNATED,
1200—
-. - -
-
_. - _ - - -
- - - - -- - ---- - -
- -
- - —1200
SHOULD BE FILLED AND
1190-+
—11 90
STABILIZED WITH SEED AND
1180—
1180-1170
STRAW, HYDROSEEDING, OR
1170—
SOD BY THE END OF EACH
WORKDAY. SILT FENCE WILL
1160—
1150—
1180
1150
NOT BE REQUIRED IF DAILY
1140 -
IW
STABILIZATION IS
1130-
TRENCH BREAKER-
1130
OCCURRING. DESIGNATED_
"- _ _
--
1120
AREAS MAY BE LEFT
DISTURBED FOR LONGER
w
11 0 —
TRENCH BREAKER
EXISTING ORAD[
_ _ _
—;;10
THAN 1 DAY, BUT MUST
FOLLOW NC PERMITOf
1
1100 —
t090 �, .. --- -
1080-.
r
-�, 1
\
TRENCH BREAKER
_ _
-- - -- — - --
—
T
090
SPECIFICATIONS. THESE
a
1070—
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,
1080
- 7070
DESIGNATED AREAS ARE
SHOWN WITH SHADING
1080—
1050
_ --- _ -- -- - -- — — — — — --
` — -- -- —
1060
AND ARE TYPICALLY AT
—_
1040
-
1050
—1040
TIE-INS AND BORE
L
LOCATIONS.
1030 —
t 1030
1020 —
PROPOSED PIPELINE
+ 1020
1010 —
— 1010
1000+�- �.9
_. _ _ t__-
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+00
45 +00 4511+00 452+00
453+00
4541+00 455+00 4 +5 0
45 00 45 +00 459+00
460+00 460+50
MAOP
aQ
1
ANSI RATING
w f
DESIGN FACTOR
1n
PROPRIETARY & CONFIDENTIAL ALL RIGHTS RESERVED • DO NOT SCALE THIS DRAWING' USE DIMENSIONS ONLY
REF. DWG(S)
PIEDMONT'S NATURAL GAS FACILITY DRAWINGS ARE CONSIDERED CONFIDENTIAL (OM -1095)' DRAWING IS CURRENT ONLY THROUGH THE LATEST REVISED DATE' TO INSURE THERE IS NO RISK OF
,, tN CA . Z `.,
INAPPROPRIATE DISCLOSER ALL PREVIOUS PAPER COPIES
OF THIS DRAWING MUST BE DESTROYED IN ACCORDANCE
WITH RECORDS & INFO. MANAGEMENT (RIM) POLICY 1001
Oa'
r
NO
DATE
REVISION(S) DESCRIPTION
BY CHK APPD DESCRIPTION
T
APPROVALS
- RE'x,Ra
LINE D RELOCATION
SHEET 44 OF 121 DWG SCALE: AS SHOWN
0 8
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AREA CODE 2730
PROJECT i E�_ 115 4t rM;E
REGIONAL
ENGINEER
♦sax•ruRE� xnua TEC
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ALIGNMENT PLAN & PROFILE
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--- DRAWING NUMBER REWSION
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GAS CORP.
HICKORY NORTH CAROLINA
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ATE
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COPYRIGHT PIEDMONT
ROW DRIVE
f
SIGNATURE
ENGINEER �i
CORP. OFFICE 4720 PIEDMONT
CHARLOTTE, NC 28210
RESOURCE CENTER HICKORY
PWG -DISCIPLINE -RESOURCE CENTER -NUMBER

OWNERSHIP, FOOTAGE
XXX L.F.
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INSTALL W MDPE, 5'+/ -
' L
RE
ERE.I
MET 4
DETAIL
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DEPTH OF 3'.
1 j
21
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160
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sxErER �
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m
-
lO
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,
0
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0
a
NOTE:
ALL TRENCHED AREAS, NOT
OTHERWISE DESIGNATED,
SHOULD BE FILLED AND
1200-- -TETT-- TETT-
- - - - - -- -- -- --
-- -- --- --- - - -- ---
1200
STABILIZED WITH SEED AND
1190 rt-
- 1190
STRAW, HYDROSEEDING, OR
1180-1-
EXISTING GRADE
1180
SOD BY THE END OF EACH
1170—
_ 1170
WORKDAY. SILT FENCE WILL
1160—
/ -
- 1160
NOT BE REQUIRED IF DAILY—
_
-
STABILIZATION IS
1140-
-. -- 9' MIN. COVER
1140
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1130—
1130
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1120
`._
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- - 1120
DISTURBED FOR LONGER
w
1110—
J
- 1110
THAN I DAY, BUT MUST
ly
1100—
PROPOSED PIPELINE
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FOLLOW NC PERMIT
SPECIFICATIONS. THESE
0
0901090
DESIGNATED AREAS ARE
1080
1070—
-1080
- 1070
SHOWN WITH SHADING
1080--
- 1060
AND ARE TYPICALLY AT
TIE-INS AND BORE
1050
- -1050
LOCATIONS.
1040
1030—
-- 1040
—1030
1020—
—1020
1 010 —I
—1010
1000 TO - 6100
I
1 -
�. _ -
Ir
1000
460+50 461+00
462+00
483+00 464+00 485+00
488+00 487+00 48 +0
489+00 470+00 471+00
47 + 473+00 473+50
MAOP
1
10
M
ANSI RATING
w
25
DESIGN FACTOR
PROPRIETARY & CONFIDENTIAL ALL RIGHTS RESERVED • DO NOT SCALE THIS DRAWING • USE DIMENSIONS ONLY
REF. DWG(S)
PIEDMONT'S NATURAL GAS FACILITY DRAWINGS ARE CONSIDERED CONFIDENTIAL (OM -1095)' DRAWING IS CURRENT ONLY THROUGH THE LATEST REVISED DATE -TO INSURE THERE IS NO RISK OF
SN CA'-. C
INAPPROPRIATE DISCLOSER ALL PREVIOUS PAPER COPIES OF
THIS DRAWING MUST BE DESTROYED IN ACCORDANCE WITH RECORDS & INFO. MANAGEMENT (RIM) POLICY
1001
O� 1 .�
NO
DATE REVISION(S) DESCRIPTION
BY CHK APPD DESCRIPTION
°"rE
_CODE
APPROVALS
��"""RE •'"`
LINE D RELOCATION
SHEET 45 OF 121 DWG SCALE: ASSHOWN
0 9e
ARE 2730
ACCOUNT NUMBER 10700
REGIONAL
ENGINEER �� . Piedmont
ALIGNMENT PLAN & PROFILE
DINGDATE 1113016 SUPERCEDED
?
i1�J1341 ��
1Z_NTURE,1n MGR TECH Natural Gas
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IN ^J ,�
�� X016
"qF�i/ fY
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' 'gar- 'scu�ruREr
REC&6TO
_ ' COPYRIGHT MI4 PIEDMONT NATURAL GAS CORP.
HICKORY, NORTH CAROLINA
PWG- C-011— 0001100 0
CHECKERNNITIALS MAY
.nus
PRINCIPAL OFFICE 4720 PIEDMONT ROW DRIVE
L
SIGNATURE.
CORP.
ENGINEER CHARLOTTE, NC 26210
RESOURCE CENTER HICKORY
--
PWG-OISCIPUNE-RESOURCE CENTER -NUMBER

OWNERSHIP, FOOTAGE
XX1( L.F.
LEGEND
,-
Q
Q,
Z +
z
EN -1—
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'� -- EXISTING 4" STEEL LINE
TO BE ABANDONED
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t-
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1. 4
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WATER L.E
O I
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MSIDE NCDOT
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1* 00
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- DEPTH OF
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NOTE:
ALL TRENCHED AREAS, NOT
OTHERWISE DESIGNATED,
1250—
---- -- - ----- - -_
_ __
SHOULD BE FILLED AND
1240—
-1240
STABILIZED WITH SEED AND
1230
—1230
STRAW, HYDROSEEDING, OR
SOD BY THE END OF EACH
1720
1210—
1220
1210
WORKDAY. SILT FENCE WILL
NOT BE REQUIRED IF DAILY
1200—
1190—
EXISTING GRADE
1200
STABILIZATION IS
1180
-- — — — _- --- - —---- - -- __ - _-- --- — — -- — --
OCCURRING. DESIGNATED
1170
--- -— — _ _ _ _ _ _
— —
1170
AREAS MAY BE LEFT
1180
W MIN. COVER
1180
DISTURBED FOR LONGER
Lu
1150--
150
THAN
THAN 1 DAY, BUT MUST
li
1140 --PROPOSED
PIPELINE
1140
FOLLOW NC PERMIT
¢
130
1130--
SPECIFICATIONS.
SPECIFICATIONS. THESE
D.
1120
1120
DESIGNATED AREAS ARE
1110
11101100
SHOWN WITH SHADING
1100
AND ARE TYPICALLY AT
1090
1090
TIE-INS AND BORE
1080 �
LOCATIONS.
1070
1080
1070
1080
1060
1050
473+50
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474+00 0 478+00 47
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485;00
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ANSI RATING
w 2
w
-
-
DESIGN FACTOR
PROPRIETARY d CONFIDENTIAL ALL RIGHTS RESERVEDDO NOT SCALE THIS DRAWING • USE DIMENSIONS ONLY
REF. DWG(S)
CA "'%
PIEDMONT'S NATURAL GAS FACILITY DRAWINGS ARE CONSIDERED CONFIDENTIAL (OM -1095)' DRAWING IS CURRENT ONLY THROUGH THE LATEST REVISED DATE' TO INSURE THERE IS NO RISK OF
�qN - 2
INAPPROPRIATE DISCLOSER ALL PREVIOUS PAPER COPIES OF THIS DRAWING MUST BE DESTROYED IN ACCORDANCE WITH RECORDS 81NFO. MANAGEMENT (RIM) POLICY 1001
.
NO
DATE
REVISION(S) DESCRIPTION BY CHK APPD DESCRIPTION APPROVALS
- TE REIN„AL= -
AREA CODE
SHEET 46 OF 121 DWG SCALE:
LINE D RELOCATION
AS SHOWN
0
2730 R Piedmont
ACCOUNT NUMBER 10700 ENGINEER ■ �dm�t
�PRN�PA°
DWG DATE 11130/16 SUPERCEDED
ALIGNMENT PLAN &PROFILE
2
DATE —NATURE I N11 IALS
PROJECTMGR TECH Natural Gas
11MA 1�_.ATE
DRAWINGNUMBER
REWSION
"',"i 1/0
DRAWING
bRAVwNGBY CPD
INITIALS —SIGNATURE R COPYRIGHT 2014 PIEDMONT NATURAL GAS CORP.
HICKORY NORTH CAROLINA PNG-C-o11-
0001101
0
CORP. OFFICE 4720 PIEDMONT ROW DRIVE
SIGNATURE ENGINEER CHARLOTTE, NC 29210
RESOURCE CENTER HICKORY
PNG-DISCIPUNE-RESOURCE CENTER -NUMBER

OWNERSHIP, FOOTAGE
LL,F�
LEGEND
,
�
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Rwwsmnvsr sr..w ■ m«nE�
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EXISTING 4" STEEL
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LINE TO BE
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MM— «e.o ­116S­116S—�—
ABANDONED
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.' •
HICKORY BLVD
eR �Rw.o reeRw.e
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unury tIXE 0
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INSTALL 8" MDPE, 5'+/ -INSIDE 1 8x8 TEE,
NCDOT R,W AT A MIN. DEPTH OF 3'. \ 1 Bx5 REDUCER, AND
1 6.4 REDUCER
/
":-
IRE.vw... -�
4" GATE VALVE
w.rEn wive oa
r345
!
COULD NOT SWE
/
COULD NOT SWEEP FOR
UTILITIES DUE T
w. iER 4E�efl
OO
UTILITIESDUE TO
..
OVERGROWTH
sroR. i.u=r Ilnl
:' -
342
...• mm=-
NEPTCO EXTENSION ---
OVERGROWTH
s...E
832' OF 6" MDPE
--R
R-
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.� �;".�
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a
qJ
scale nn� FeFr,
- Zr00
4?
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Z
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Q
F
NOTE:
ALLTRENCHED AREAS, NOT
OTHERWISE DESIGNATED,
SHOULD BE FILLED AND
1200—
200
STABILIZED WITH SEED AND
STABILIZED
1190--
1190
STRAW, HYDROSEEDING, OR
EXISTING GRADE
1 i 80
SOD BY THE END OF EACH
11— —
—
—
__
/
WORKDAY. SILT FENCE WILL
1180
— — — - - -
— - - - - -- - -- -- — — — -- —_
_ — -
1160
NOT BE REQUIRED IF DAILY
1150
3' MIN. COVER
-
STABILIZATION IS
1140—
_
1140
OCCURRING. DESIGNATED
1130—_
P8tOP05lD PIPELINE
� � --
— — 1130
AREAS MAY BE LEFT
1120--
- -- 1120
DISTURBED FOR LONGER
w
1110—
1110
THAN 1 DAY, BUT MUST
li
1100 --
—1100
FOLLOW NC PERMIT
K
1090—
—1090
SPECIFICATIONS. THESE
IL
1080—
—1080
DESIGNATED AREAS ARE
1070—
—1070
SHOWN WITH SHADING
1060--
—1D60
AND ARE TYPICALLY AT
1050 —
—1050
TIE-INS AND BORE
1040--
—1040
LOCATIONS.
1030
1020
-
1030
1020
1010
1010
1000
—__ I -
- -. + --- I� 1�.
1000
-
48 00
488+00
489+00 49D+00
491+00 492+00 493+00 49400 495-00
496,00 497.00 498.00
499.00 5OD+00
3
!
MAOP
¢
2
1
-
ANSI RATING
ED
DESIGN FACTOR
s
PROPRIETARY 8 CONFIDENTIAL ALL RIGHTS RESERVED • DO NOT SCALE THIS DRAWING' USE DIMENSIONS ONLY
REF. DWG(S)
a
PIEDMONT'S NATURAL GAS FACIUTY DRAWINGS ARE CONSIDERED CONFIDENTIAL (OM -1095)' DRAWING IS CURRENT ONLY THROUGH THE LATEST REVISED DATE • TO INSURE THERE IS NO
RISK OF
CA •.�'•,,
INAPPROPRIATE DISCLOSER ALL
PREVIOUS PAPER COPIES OF THIS DRAWING MUST BE DESTROYED IN ACCORDANCE WITH RECORDS 8 INFO. MANAGEMENT (RIM) POLICY 1001
P' 5 /
Y
NO
DATE
REVISION(S)
BY CHK APPDAREACODEEscRIPn
DESCRIPTION
APraovus
- E sc.nruREr.Tlus --------------
LINE D RELOCATION
SHEET 47 OF 121 DWG SCALE: AS SHOWN
9
2730 REGIONAL
ENGINEER Piedmont
DWG DATE 11130/16 SUPERCEDED
B 0 s _
,
ACCOUNT NUMBER
10700
—
Natural Gas
ALIGNMENT PLAN & PROFILE
DRAWING NUMBER REVISION
=O
PROJECT NUMBER
1151341 MGR TECH
CqN
01(b
DRAWING BY _
CPD RECaSTD
-
HICKORY NORTH CAROLINA
PNG- C 011- 0
f
CHECKER INITIALS
wrE sc..naEr wnus� COPYRIGHT 2014 PIEDMONT NATURAL GAS CORP.
MAY PRINCIPAL CORP. OFFICE 4720 PIEDMONT ROW DRIVE
I
RESOURCE CENTER HICKORY
- _0001102
- -
i
SIGNATURE
ENGINEER CHARLOTTE, NC 28210
PNG-DISCIPUNE-RESOURCE CENTER -NUMBER

OWNERSHIP, FOOTAGE
LEGEND
PRI
W N
Ea�miw Ms �
_ED rear ET M ■ RwnEl
J M
RR.nEx,E.sEREn. �__
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V V7
f N
PROTECT BORE AREAS WITH
---•-- ^^- ,R -� m... ., ..
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.._....
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...,..
ER ORooxo re�EvxwE
DETAIL 1 ON SHEET 116
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1141? _.. _-
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+ ++ __ 10+0
+
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r,
ir
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-
cm,. �E �
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r. ,- � ,-
, . -� `a,-Y .
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i - _ INSTALL 8^
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v
(SEE - �L�, NCOOTR/WATA
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aur mRE -+
8$EET 4 Cox MIN. DEPTH OF 3'-''"'"'l=Yy-,-,--,-vvYY}^'Y�'Y/�'TYj-j
ERE x.oR.x,,
-- COULD NOT SWEEP FOR
UTILITIES DUE TO
FOR O
DETAIL) to
1
X M
"cnxavR; a
SHE
we -VE oc
OVERGROWTH
q<
//
FOR
COULD,NOT SWEEP FOR -
reRMETE" I ^'-
<
UTILITIES DUE TOH
M e—E
28
r
OVERGROWTH
MauARxER
MaRECTFiER
Lu
m-
X35
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J Op
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'
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_
..
-
F
GRAPHIC SCALE (IN FEET)
-
1—h = 50 fl
4�
t
z
Z
Z
0
r-
N
NOTE:
ALL TRENCHED AREAS, NOT
OTHERWISE DESIGNATED,
1200
-- --
---
-_. -
-1200
SHOULD BE FILLED AND
1190—
1190
STABILIZED WITH SEED AND
STRAW, HYDROSEEDING, OR
1180
1170
1180
1170
SOD BY THE END OF EACH
1180
11 0
WORKDAY. SILT FENCE WILL
NOT BE REQUIRED IF DAILY
1150 r
1140
—
__
__ _
— _
-- --
EXISTING ORAD!
11550
1140
STABILIZATION IS
OCCURRING. DESIGNATED
1130
1120
- -- --- - --- -- --- - -- -- -.-
- -- — —
1130
1120
AREAS MAY BE LEFT
1110
W MIN. COVER
�
- -
DISTURBED FOR LONGER
w
1100-r-
PROPOSED PIPELINE
1110
THAN 1 DAY, BUT MUST
11
1090—
- —1090
FOLLOW NC PERMIT
SPECIFICATIONS. THESE
CE
D.
1080-f-
1070
10080
70
DESIGNATED AREAS ARE
1080--1050
1080
SHOWN WITH SHADING
1050
AND ARE TYPICALLY AT
1040—
TIE-INS AND BORE
LOCATIONS.
1030+
1020
10030
1020
1010
1000_
500+00
�_.- _+
501+00
502+00
T- _�._�__ -� ---�. - �_ _�-_ -.-- _-T __�._._--_�I
503+00 504+00 �
10
-� 10000
506+0000 508+00
509+00 510+00 511+00 512+00
513+00 513+50
MAOP
-
ANSI RATING
w f
DESIGN FACTOR
E U)
PROPRIETARY 8 CONFIDENTIAL ALL RIGHTS RESERVEDDO NOT SCALE THIS DRAWING • USE DIMENSIONS ONLY
REF. DWG(S)
CA
•.....
5NO
PIEDMONT'S NATURAL GAS FACILITY DRAWANGS ARE CONSIDERED CONFIDENTIAL (OM-1095) • DRAWING IS CURRENT ONLY THROUGH THE LATEST REVISED DATE • TO INSURE THERE IS NO RISK OF
CLOSER ALL P PAPER COPIES OF�THISRDRA )POLICY 1001
WNG MUST BE DESTROYED IN ACCORDANCE VNTH RECORDS & INFO. MANAGEMENT (RIM0.
DATE
REVISION SI DESCRIPTION
I
Z SUS
BY CHK APPD' DESLPoPTION APPROVALS--I
PPD: ODE LINE D RELOCATIONSHEET 4$ OF i21 DWG SCALE: AS SHOWN
pAEA
0
%
k-1
REGIONAL
ACCOUNT NUMBER 10700
DWG
ALIGNMENT PLAN &PROFILE
DATE 11/30/18 SUPERCEDED
:;IN
O
'°""Fdrf3otoi�
M.EPiedmont
PROJECT NUMBER 7151341 MGR TECH
RGR TE o
Mre •.uREr u.ua - Natural Gas
°R~'"""G BY cP°
.
� COPYRIGHT 2014 PIEDMONT NATURAL GAS CORP.
HICKORY NORTH CAROLINA
DRAWING NUMBER
PNG- C 011- 0001103
REVISION
0
CHECKERINITIALSMAY PRINCIPAL CORP. OFFICE 4720 PIEDMONT ROW DRIVE
I
-
ENGINEER i
SIGNATURE CHARLOTTE, NC 29210
RESOURCE CENTER HICKORY
PWG-DISCIPLINE-RESOURCE CENTER-NUMBER

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NOTE:
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1150
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STABILIZED WITH SEED AND
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SOD BY THE END OF EACH
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TRENCH BREAKER
EXISTING GRADE
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NOT BE REQUIRED IF DAILY
1090
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1080
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OCCURRING. DESIGNATED
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SPECIFICATIONS. THESE
D_
1020
—1020
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1010
-
1010
SHOWN WITH SHADING
1000
1000
AND ARE TYPICALLY AT
990
990
TIE-INS AND BORE
980
980
LOCATIONS.
970
970
..
960--
80 950
950
- �_-_
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�I 950
513+50
514+00 515+00 51 00 5�
516+00 519+00 520+00 521+00 522+00 523+00 524+00
525+D0 526+00 526+50
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DESIGN FACTOR
PROPRIETARY & CONFIDENTIAL ALL RIGHTS RESERVEDDO NOT SCALE THIS DRAWING' USE DIMENSIONS ONLY
REF. DWG(S)
PIEDMONT'S NATURAL GAS FACILITY DRAWINGS ARE
CONSIDERED CONFIDENTIAL (OM-1095)' DRAWING IS CURRENT ONLY THROUGH THE LATEST REVISED DATE' TO INSURE THERE IS NO RISK OF
,�A O",,,
S
INAPPROPRIATE DISCLOSER ALL PREVIOUS
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NO
DATE
REVISIONS DESCRIPTION BY CHK APPDI DESCRIPTION
CODE 2730
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LINE D RELOCATION
SHEET 49 OF 121 DWG SCALE: AS SHOWN
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REGIONAL
ENGINEER
DWG DATE 11!30/16 SUPERCEDED
D 9
ACCOUNT NUMBER 10700
Piedmont
Piedmont
C ALIGNMENT PLAN & PROFILE
xnaa,lxlrl� a-
MGR TECHI
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REVISION
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JAREA
PROJECT NUMBER 1151341 a
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NQLULG4I GUS
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CHECKER INITIALS MAY
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COPYRIGHT 2014 PIEDMONT NATURAL GAS CORP. I
— 011— 0001104
0
ENG NEER
CORP. OFFICE 4720 PIEDMONT ROW DRIVE i RESOURCE CENTER HICKORY
CHARLOTTE, NC 26210
SIGNATURE
1 PNG-OISCIPUNE-RESOURCE CENTER-NUMBER

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STABILIZED WITH SEED AND
1190—
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STRAW, HYDROSEEDING, OR
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110—
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1150—
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J
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REF. DWG(S)
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M
IEDMONTINA NATURAL GAS F CIUTYCHK
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DRAWING BY CPD —
CHECKER INITIALS MAY -E +.W._T­,
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xTULs COPYRIGHT 2014 PIEDMONT NATURAL GAS CORP.
HICKORY NORTH CAROLINA
f
PNG I 5
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PRINCIPAL CORP. OIF. CE1720PIEDMONT ROW DRIVE
RESOURCE CENTER HICKORY
PNG-DISCIPUNE-RESOURCE CENTER-NUMBER
SIGNATURE
ENGINEER CHARLOTTE, NC 25210

OWNERSHIP, FOOTAGE
0
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DESIGN FACTOR
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RISK OF
;.tN ,CA 07
INAPPROPRIATE DISCLOSER ALL PREVIOUS PAPER COPIES OF THIS DRAWING MUST BE DESTROYED IN ACCORDANCE WITH RECORDS & INFO. MANAGEMENT (RIM) POLICY 1001
O.. g 2DESCRIPTION
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DATE REVISIONS DESCRIPTION
BY ClCHK APPD APPROVALS REGIONu
DNUMBER 27� E xr
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LINE D RELOCATION
SHEET 51 OF 121 DWG SCALE:
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0
ACCOUNT 10700 ENGINEER
DWG DATE 1M0118 S�RCEDED
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PROJECT NUMBER 1151341 R.xRE'"n j— Natural Gas
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ALIGNMENT PLAN & PROFILE
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TECH
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DRAWNGNUMBER
REVISION
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BY CPD
"°""""E'" NATURAL GAS CORP.
HICKORY NORTH CAROLINA
CHECKER INITIALS ' MAY "a COPYRIGHT 2014 PIEDMONT
PRINCIPAL PIEDMONT ROW DRIVE
PNG— C — 011— 0001106
0
_ CORP. OFFICE 4720
SIGNATURE ENGINEER CHARLOTTE, NC 28210
RESOURCE CENTER HICKORY
PNG-DISCIPUNE-RESOURCE CENTER-NUMBER

OWNERSHIP, FOOTAGE
XXX L.F.
LEGEND
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DESIGN FACTOR
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PROPRIETARY 8 CONFIDENTIAL ALL RIGHTS RESERVEDDO NOT SCALE THIS DRAWING' USE DIMENSIONS ONLY
REF. DWI
PIEDMONT'S NATURAL GAS FACILITY DRAWINGS ARE CONSIDERED CONFIDENTIAL (OM-1095) • DRAWING IS CURRENT ONLY THROUGH THE LATEST REVISED DATE' TO INSURE THERE IS NO RISK OF
N
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INAPPROPRIATE S L US PAPE IS DRAWING MUST BE DESTROYEDEGIOEIN ACCORDANCE WITH RECORDS a INFO. MANAGEMENT (RIM) POLICY 1001
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'
NO
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m�x.TunErlxmwa J
LINE D RELOCATION
SHEET 52 OF 121�WG SCALE: AS SHOWN
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ENGINEER
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--- ALIGNMENT PLAN & PROFILE
ra
DWG DATE 1lt=16 SUPERCEDED
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PROJECT NUMBER 1151341 MGR TecH
DRAWING NUMBER REVISION
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DRAWING BY CPD HICKORY,
--- - HICKORY, NORTH
Te x..unErrwnus COPYRIGHT iOU PIEDMONT NATURAL GAS CORP. CAROLINA
CHECKER INITIALS MAY PRINCIPAL
PNG- C - 011- 0001107 0
CORP. OFFICE Q20 PIEDMONT ROW DRIVE
ENGINEER RESOURCE CENTER HICKORY
SIGNATURE CHARLOTTE, NC 2ezto
PNG-DISCIPLINE-RESOURCE CENTER-NUMBER

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1210
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1190—
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�
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1100
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578+00 579+00 579+50
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DESIGN FACTOR
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TO INSURE THERE IS NO RISK OF
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INAPPROPRIATE DISCLOSER ALL PREVIOUS PAPER COPIES OF THIS DRAWING MUST BE DESTROYED IN ACCORDANCE WITH RECORDS & INFO. MANAGEMENT
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v'SHEET
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REVISION(S) DESCRIPTION BY CHK APPD DESCRIPTION
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ALIGNMENT PLAN &PROFILE
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SIGNATUREI ENGINEER CHARLOTTE, NC 28210
PNG-DISCIPUNE-RESOURCE CENTER -NUMBER

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— —1300
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EXISTING GRADE
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---
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LU
1200—
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M
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PROPOSED PIPELINE
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0
a
1180—
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1160
115
AND ARE TYPICALLY aT
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tH CA
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0 9
NO
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f AARC CODNUMBER
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SHEET 54 OF 1211 OWGSCALE: AS SHOWN
0 98
07 0
ENGINEER
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DWG DATE 11/30/16 SUPERCEDED
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PROJECT 1151341
a E
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re
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SIGNATURE
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NOTE:
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300
1300—
SHOULD BE FILLED AND
SHOULD
1290 -.
x-1290
STABILIZED WITH SEED AND
1280—
t 1280
STRAW, HYDROSEEDING, OR
1270-4-
-1270
SOD BY THE END OF EACH
1260—
12W
WORKDAY. SILT FENCE WILL
NOT BE REQUIRED IF DAILY
1250
12�
TRENCH BREAKER
TRENCH BREAKER
EXISTING 6RADE
-� 1250
—1240
STABILIZATION IS
1230 �. - _ - _ _ _
_
1
- —
1230
OCCURRING. DESIGNATED
1220
- �
_
� ' —
- -- _. -- — -- --._ -- -. -
- _ _ - - --
- 1220
AREAS MAY BE LEFT
1210—
_
--- -
-- -- — - --- -- -- -- —
3• MIN. COVER
1210
DISTURBED FOR LONGER
w1200-
-- -- _. -
_
_
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0
190 --
1190—
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a
1170rt
PROPOSED PIPlLIN!
1180
1160
SHOWN WITH SHADING
1160—
1150—
1150
AND ARE TYPICALLY AT
TIE-INS AND BORE
1140
1140
1130
LOCATIONS.
1130
1120
1120
0
1110 +
___
1100 I
-._�_
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7
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594+00
595x00 98�
59 +00
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6
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DESIGN DESIGN FACTOR
rn
e
PROPRIETARY
& CONFIDENTIAL ALL RIGHTS RESERVED
DO NOT SCALE THIS DRAWING • USE DIMENSIONS ONLY
REF. DWG(S)
PIEDMONT'S NATURAL GAS FACILITY DRAVWNGS ARE CONSIDERED CONFIDENTIAL (OM -1095) • DRAWING IS CURRENT ONLY THROUGH THE LATEST REVISED DATE • TO
INSURE THERE IS NO RISK OF
qN CA 7
INAPPROPRIATE DISCLOSER ALL PREVIOUS PAPER
COPIES OF THIS DRAWING MUST BE
DESTROYED IN ACCORDANCE WITH RECORDS & INFO. MANAGEMENT
(RIM) POLICY 1001
$ OQ.' /
3 9 =-
4E
NO _
DATE REVISION(S) DESCRIPTION
_ BY CHK
APPOI DESCRIPTION
_
APPROVALS _
o E SIcx.TUREInanus --
-
LINE D RELOCATION
SHEET $$ OF 121 DWG SCALE. AS SHOWN
-- --
0
AREA CGDE 2730
ACCOUNT NUMBER; 10700
GIPiie}dm�jont
ENGINEER
ALIGNMENT PLAN & PROFILE
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=, . F •20
PROJECT NUMBER ,15,3a,
°^'E ARE_f_
MGR TECH Natural Gas
DRAWING NUMBER REVISION
/ C}
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'DRAWING BY CPD
'on.E
REC&STD
HICKORY NORTH CAROLINA
PNG-C - 011- 0001110 0
CHECKER INITIALS MAY
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PRINCIPALI COCORP.00E4720REDMONTRowDRIVERP
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Ewm�ncw
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wnea� oTiir. Es. ori
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LINE D RELOCATION
ACCOUNT NUMBER
10700
ENGIN
a
0 =
1151341
w*E NA RE,nn�E
�—EER
Natural Gas
ALIGNMENT PLAN &PROFILE
- -
DRAWING BY
CPD
MGR TECH
REC 8 STD
HICKORY,
CHECKER INITIALS
MAY
ATE 'ATUnE'T_ —
PRI INCIPAL .
COPYRIGHT 2014 PIEDMONT NATURAL GAS CORP.
NORTH CAROLINA
SIGNATURE
manx, n­mn
iC
CORP. OFFICE 4720 PIEDMONT ROW DRIVE
CHARLOTTE. NC 28210
EAE VALVE
wen��En
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NOTE
ALL TRENCHED AREAS, NOT
OTHERWISE DESIGNATED,
SHOULD BE FILLED AND
STABILIZED WITH SEED AND
STRAW, HYDROSEEDING, OR
SOD BY THE END OF EACH
WORKDAY. SILT FENCE WILL
NOT BE REQUIRED IF DAILY
STABILIZATION IS
OCCURRING. DESIGNATED
AREAS MAY BE LEFT
DISTURBED FOR LONGER LU
THAN 1 DAY, BUT MUST LL
FOLLOW NC PERMIT O
K
SPECIFICATIONS. THESE a
DESIGNATED AREAS ARE
SHOWN WITH SHADING
AND ARE TYPICALLY AT
TIE-INS AND BORE
LOCATIONS.
MAOP
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1250--
1240
250--1240 -
1230 —
1220 —
1210 --
1200
1190-. -
118"
117
116
115
114
113
112
111
110
109
108
107
106
105
1/ �
PIPELINE
- 624+00 625+00 - 626+00 _
3' MIN. COVER
627+00 628+00
EXISTING GRADE
PROPRIETARY 8 CONFIDENTIAL ALL RIGHTS RESERVED " 00 NOT SCALE THIS DRAWING ' USE DIMENSIONS ONLY
PIEDMONT'S NATURAL GAS FACIUTY DRAWNGS ARE CONSIDERED CONFIDENTIAL (OM -1095) - DRAWING IS CURRENT ONLY THROUGH THE LATEST REVISED DATE • TO INSURE THERE IS NO RISK OF
INAPPROPRIATE DISCLOSER ALL PREVIOUS PAPER COPIES OF THIS DRAWING MUST BE DESTROYED IN ACCORDANCE WITH RECORDS 81NFO. MANAGEMENT (RIM) POLICY 1001
629 -GO 630+00 631+00
DATE REVISION(S) DESCRIPTION BY CHK APPD DESCRIPTION
APPROVALS
- AREA cooE
2730
.TE �nE I -IN1 TA-LS�EGIONA�
LINE D RELOCATION
ACCOUNT NUMBER
10700
ENGIN
Piedmont
— _
- - - PROJECT NUMBER
1151341
w*E NA RE,nn�E
�—EER
Natural Gas
ALIGNMENT PLAN &PROFILE
- -
DRAWING BY
CPD
MGR TECH
REC 8 STD
HICKORY,
CHECKER INITIALS
MAY
ATE 'ATUnE'T_ —
PRI INCIPAL .
COPYRIGHT 2014 PIEDMONT NATURAL GAS CORP.
NORTH CAROLINA
SIGNATURE
: ENGINEER j
CORP. OFFICE 4720 PIEDMONT ROW DRIVE
CHARLOTTE. NC 28210
RESOURCE CENTER HICKORY
_- - --- _ -- --_ —1250
1240
1230
- 1220
X1210
—1200
1190
1180
1170
- 1180
1150
-1140
1130
—1120
—1110
t 1100
+ 1090
1080
1070
1080
_ { ----1050
632+00 633+00
REF. DWG(S)
SHEET 57 OF 121 DWG SCALE: AS SHOWN
OWG DATE II/M16 SUPERCEDED
DRAWING NUMBER REVISION
PNG- C-011- 0001112 0
PNG-DISCIPLINE-RESOURCE CENTER -NUMBER

OWNERSHIP, FOOTAGE
XXX L.F.
LEGEND
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w
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0
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=wcs�rce INSTALL B^ � - -. - � _.
Q
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INSIDE NCOOT "(60
- -_
smewx --- --_ _ --
Z R1W AT A MIN.
Exs xc oxcxu xa _ — _ d m DEPTH OF 3'
---
ur
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f
x n« HI
j -- NEARTLEAF
su"xnsn Ra OCCURRENCE %
w
su wiFIcn ME '" STREAM SY —
s"x rxv vwxx«E C W
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isri ixax xm fie,.;
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SHEET 116
Vm GRAPHIC _F -IN FEET)
z
Z
Z
O
rn
NOTE:
ALLTRENCHED AHLAS, Nu. 1250
OTHERWISE DESIGNATED, 1240 - — - -- — —_
SHOULD BE FILLED AND 1230— ---1250
STABILIZED WITH SEED AND 1720— —1240
STRAW, HYDROSEEDING, OR 1210— EXISTING GRADE —1230
SOD BY THE END OF EACH1200 — r TRENCH BREAKER --1220
WORKDAY. SILT FENCE WILL 1190— — — — _ _ _ I —1210
NOT BE REQUIRED IF DAILY — — — — - -- -- -- - —1200
STABILIZATION IS 1180— — — — -- - - - - -- --- -- --- 3' MIN. ER —1190
1170 —
OCCURRING. DESIGNATED 1180 �
AREAS MAY BE LEFT _ TRENCH BREAKER —1180
DISTURBED FOR LONGER w 1150- PROPOSED PIPELINE _ _ — 7770
w 1140 _ -- 1160
__ _ —1150
THAN 1 DAY, BUT MUST M 1130—
FOLLOW NC PERMIT 0 — _ _ —1140
SPECIFICATIONS. THESE a 1120—
— 1130
DESIGNATED AREAS ARE 1110— —1120
SHOWN WITH SHADING 1100—
-111 0 1110
AND ARE TYPICALLY AT logo— - --- 1100
TIE-INS AND BORE 1080 t —1090
LOCATIONS 1070— 1080
- 1070
1080+ _ _ _ - 1060
1050 �I —I + i _ __ _ . _ _
839~00 640+00 — t 6�41f+00 64 00 643 00 644+00 --- 645 -- --- 64e"O 646+30
g 833+00 834+00 83 00 8 00 83 +Op 838+00 + + + -� _ �. -� 1050
S
MAOP
ANSI RATING w 2
3 Q j
8 DESIGN FACTOR
i
a PROPRIETARY & CONFIDENTIAL ALL RIGHTS RESERVED • DO NOT SCALE THIS DRAWINGUSE DIMENSIONS ONLY REF. DWG(S)
-,,, PIEDMONT'S NATURAL GAS FACILITY DRAVMNGS ARE CONSIDERED CONFIDENTIAL (OM -1095)' DRAWING IS CURRENT ONLY THROUGH THE LATEST REVISED DATE • TO INSURE THERE IS NO RISK OF
.yN ..FACILITY. OZ INAPPROPRIATE DISCLOSER ALL PREVIOUS PAPER COPIES OF THIS DRAWING MUST BE DESTROYED IN ACCORDANCE WITH RECORDS & INFO. MANAGEMENT (RIM) POLICY 1001
Oe' S T NO DATE ON(S) DESCRIPTION BY CHK APPO DESCRIPTION APPROVALS
REVISI
AREA CODE 2730 °" VONATU° •LS SHEET 58 OF 121 DWG SCALE: AS SHOWN
- REGGN� I LINE D RELOCATION
D B ACCOUNT NUMBER 10700 ENGINEER
Piedmont F
PROJECT NUMBER 1151341 TE g°x"r.xE5MT ral NY MGR TECatural Gas ALIGNMENT SPLAN &PROFILE DWG DATE „/3D/,6 SUPERCEDED
cygFdl! A CHECKER BNITIAL$ MAY _ REC 8 STD I COP O PHOFFICE 4710 PIEDMONT ROW DRIVE HICKORY, NORTH ICAROLINAoImo— ._L..
CPDDRAWING NUMBER REVISION
" ECORP.PNG- C - 011- 0001113 0
a x"ruxs in«nus PRINCIPAL /
SIGNATURE ENGINEER CHARLOTTE, NC 26210 PNGD SCIPUNE-RESOURCE CENTER -NUMBER

OWNERSHIP, FOOTAGE O
XXx L.F.
LEGEND
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warn wa Irws
INSTALL 598' OF 2" MOPE
LINE
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OD
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8
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41
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1 _ -11?O _. _
ws.rn vALVE pa HDD EXIT( SEE SHEET
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ER IM RM/ AT A MIN. 'HDD ENTRANCE (SEE J
t DEPTH OF 3'. SHEET 4 FOR DETAIL)LLJ
a .LVED Z+ / I
J+ `
s RaR�R - HEARTLEAF OCCURRENCE
sRrcrr rR Ra•
sM-R Q F i
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mixc I-Rw `pp:
GRAPHIC SCALE (IN FEET)
1 inei. = b fl .e A m
z
Z
Z
O
NOTE:
ALL TRENCHED AREAS, NOT
OTHERWISE DESIGNATED,
SHOULD BE FILLED AND _
STABILIZED WITH SEED AND 1200—
STRAW,
-
1190 TRENCH BREAKER - - _ — _ - - 1200
STRAW, H E END F EACH
OR 1180 TRENCH BREAKER EXISTING GRADE —1190
SOD BY THE END OF EACH
WORKDAY. SILT FENCE WILL 1170 TRENCH BREAKER r TRENCH BREAKER TRENCH BREAKER —1180
NOT BE REQUIRED IF DAILY 1160 f - - - - _ 1 __1170
STABILIZATION IS 1150 _ -- _ - — — — + 9 MIN. COVER 1160
RING. D
OCCUR ESIGNATED 1140 _-_ _ — ---1150
AREAS MAY BE LEFT 1130 ' 1140
DISTURBED FOR LONGER J 1121-- 1130
THAN 1 DAY, BUT MUST LL 1110 PROPOSED PIPELINE 1120
FOLLOW NC PERMIT O 1100
SPECIFICATIONS. THESE a
logo --1100
DESIGNATED AREAS ARE 1080
SHOWN WITH SHADING 1070 1090
1080
AND ARE TYPICALLY AT 1060--1070
TIE-INS AND BORE 1050 T1060
LOCATIONS. 1040 T 1050
1030 11020040
1020 1030
e 1010+ I I 1 1000
010
- -�- - - - I- - TI t I ~- I _-- I-. - ... -�
i 848+3 00 848+00 64g+p0 BSW00 851+00 653,00 654+00 655+00 656+00 8300 00 859+00
6
MAOP
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ANSI RATING LU f -
t Q �
0 DESIGN FACTOR N
I
a PROPRIETARY & CONFIDENTIAL ALL RIGHTS RESERVEDDO NOT SCALE THIS DRAWING • USE DIMENSIONS ONLY REF. DWG(S)
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§@§@§@s `.�N ,.A O� INAPPROPRIATE DISCLOSER ALL PREVIOUS PAPER COPIES OF THIS DRAWING MUST BE DESTROYED IN ACCORDANCE NTH RECORDS & INFO. MANAGEMENT (RIM) POLICY 1001
0�.' S , _ - t-. - -- -- -.- APPD DESCRIPTION REGIONAL P��m�a LINE D RELOCATION - „�„e
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AREA CODE 2730 °" ` T --
o se ACCOUNT NUMBER ,0700 ENGINEER
NO DATE REWSION(S) DESCRIPTION BY CHK
.•Fro 2�` _ PROJECT NUMBER „51341 E x..�RE,,x.�a -- r� N ALIGNMENT PLAN & PROFILE N D
Natural Gas PERCEDED
GR TECH DRAW G NUMBER REVISION
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_ cHECICER wITIAL$ nnAv .TE �°x•^*E"w^^ aCOPYRIGHT 2014 PIEDMONT NATURAL GAS CORP. HICKORY , NORTH CAROLINA
PRINCIPAL PNC- C - 011- 0001114 0
3 T - SIGNATURE ENGINEER CORP. OFFICE 4720 PIEDMONT ROW DRIVE RESOURCE CENTER HICKORY -
C.111-0 TE, NC 28210 PNG-DISCIPLINE-RESOURCE CENTER -NUMBER

I:
OWNERSHIP, FOOTAGE
LEGEND
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�
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/
(SEE SHEET 4 FOR DETAIL)
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.
SHOULD BE FILLED AND
1240
-
.w,Env�r
pd
STABILIZED WITH SEED AND
1230—
+
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STRAW, HYDROSEEDING, OR
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-
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T 4
(SEE SHEET DETA{
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• O
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—1230
—
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NOT BE REQUIRED IF DAILY
ID
cy
EXISTING GRAD!
1210
1200
STABILIZATION IS
1180
— — _ — _ -- -- -- -- -- -
-- — —
OCCURRING. DESIGNATED
1170—
- - - —
--
—1190
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DISTURBED FOR LONGER
w
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,
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y
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C 2
✓
1110—
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— 1120
AND ARE TYPICALLY AT
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TIE-INS AND BORE
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''LOCATIONS.
- PROTECT BORE AREAS WITH SILT'
�1
—1090
1070
—1080
_-
FENCE FOR BORES DETAIL 1 ON
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1060
s 460
6 59+p0 660+00
661+00 662+00 663+00 66400 665-00 666.00 66700
—+
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670+00
671+Op 672+70
SHFHET 116
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a�
1
a
w E
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+
PROTECT BORE AREAS WITH SILT
-�
DESIGN FACTOR
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PROPRIETARY a CONFIDENTIAL ALL RIGHTS RESERVED • DO NOT SCALE THIS DRAWING' USE DIMENSIONS ONLY
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,,.,
-
FENCE FOR BORES DETAIL 1 ON
SHEET 116
`:�qN. ,C.A
NO RISK OF
INAPPROPRIATE DISCLOSER ALL PREVIOUS PAPER COPIES OF THIS DRAWING MUST BE DESTROYED IN ACCORDANCE WITH RECORDS a INFO. MANAGEMENT (RIM) POLICY 1001
O'` /
NO
�
DATE REVL910NIS) DESCRIPTION
BY CHK APPD. DESCRIPTION APPROVALS
E x.nxE,x.0
AREA CODE 2730 °” "�
REGIO L
LINE D RELOCATION
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T 60 OF 121 DWG SCALE: AS SHOWN
° 6
-
ENGIN Piedmont
wrE mannruxel
ALIGNMENT
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46',O
PRO ECTT IN 11551341 rvlrue
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REAM SAA
_
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DRAWING BY CPD REc a srD
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--
- - — - --
CHECKER INITIALS MAY TE a�x•nlxerixmus COPYRIGHT 2014 PIEDMONT NATURAL GAS CORP.
— - -- PRINCIPAL CORP. OFFICE 4720 PIEDMONT
NORTH CAROLINA
PNG- C -oil- 0001115 o
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ROW DRIVE
SIGNATURE,: ENGINEER CHARLOTTE, NC 211210
RESOURCE CENTER HICKORY
PNGDISCIPUNE-RESOURCE CENTER -NUMBER
MII
b
GRAPHIC SCALE (IN FEET)
i
I
NOTE:
ALL TRENCHED AREAS, NUT
OTHERWISE DESIGNATED,
1250—
SHOULD BE FILLED AND
1240
-
___ - _
__- _ _ - _ —1250
STABILIZED WITH SEED AND
1230—
—1240
STRAW, HYDROSEEDING, OR
1420—
SOD BY THE END OF EACH
1210—
—1230
WORKDAY. SILT FENCE WILL
1200--
—122°
NOT BE REQUIRED IF DAILY
1190
EXISTING GRAD!
1210
1200
STABILIZATION IS
1180
— — _ — _ -- -- -- -- -- -
-- — —
OCCURRING. DESIGNATED
1170—
- - - —
--
—1190
AREAS MAY BE LEFT
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__... / X MIN. COVER
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AND ARE TYPICALLY AT
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1100
''LOCATIONS.
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—1090
1070
—1080
1060
1055 -.
1070
1060
6 59+p0 660+00
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—+
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- �-- 1050
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670+00
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MAOP
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1
ANSI RATING
w E
� In
DESIGN FACTOR
PROPRIETARY a CONFIDENTIAL ALL RIGHTS RESERVED • DO NOT SCALE THIS DRAWING' USE DIMENSIONS ONLY
"',,;
PIEDMONT'S NATURAL GAS FACILITY DRAWINGS ARE CONSIDERED CONFIDENTIAL (OM -1095) • DRAWING IS CURRENT ONLY THROUGH THE LATEST REVISED DATE • TO INSURE THERE IS
REF. DWG(S)
`:�qN. ,C.A
NO RISK OF
INAPPROPRIATE DISCLOSER ALL PREVIOUS PAPER COPIES OF THIS DRAWING MUST BE DESTROYED IN ACCORDANCE WITH RECORDS a INFO. MANAGEMENT (RIM) POLICY 1001
O'` /
NO
�
DATE REVL910NIS) DESCRIPTION
BY CHK APPD. DESCRIPTION APPROVALS
E x.nxE,x.0
AREA CODE 2730 °” "�
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LINE D RELOCATION
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T 60 OF 121 DWG SCALE: AS SHOWN
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-
ENGIN Piedmont
wrE mannruxel
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ENT PLAN & PROFILE
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_
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DRAWING BY CPD REc a srD
HICKORY,
DRAW1 NG NUMBER REVISIOI
--
- - — - --
CHECKER INITIALS MAY TE a�x•nlxerixmus COPYRIGHT 2014 PIEDMONT NATURAL GAS CORP.
— - -- PRINCIPAL CORP. OFFICE 4720 PIEDMONT
NORTH CAROLINA
PNG- C -oil- 0001115 o
ROW DRIVE
SIGNATURE,: ENGINEER CHARLOTTE, NC 211210
RESOURCE CENTER HICKORY
PNGDISCIPUNE-RESOURCE CENTER -NUMBER

OWNERSHIP, FOOTAGE
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XL. F.
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GRAPHIC SCALE IN FEET,
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z
Z
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O
enen
NOTE:
ALL TRENCHED AREAS, NOT
OTHERWISE DESIGNATED,
1250—
- - --_ - _-.
.___.
-- - ..._-
-. ___... -- —1250
SHOULD BE FILLED AND
1240 -
1230+
1240
1230
STABILIZED WITH SEED AND
STRAW, HYDROSEEDING, OR
SOD BY THE END OF EACH
1220--
:
1210 rt
lXIETINO ORAD!
1
10
112200
WORKDAY. SILT FENCE WILL
1200
--
- - -- - _ — _ __ - — _ _
-- — _ _ _
— — — ___
NOT BE REQUIRED IF DAILY
STABILIZATION IS
OCCURRING. DESIGNATED
1190—
1180—
1170
_ _ _
J
_ __ _ _
— — -- - 1190
1170
AREAS MAY BE LEFT
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PROPOSED PIPELINE
--1180
DISTURBED FOR LONGER
w
1150`
"-1150
THAN 1 DAV, BUT MUST
L_
1140+
—1140
FOLLOW NC PERMIT
¢
1130
"-1130
SPECIFICATI ONS. THESE
n.
1120*
— 1120
DESIGNATED AREAS ARE
1110+
1110
SHOWN WITH SHADING
1100
—1100
AND ARE TYPICALLY AT
1090—
— 1090
TIE-INS AND BORE
1060 —
— 1060
LOCATIONS.
1070
-- 1070
1060
1050+
—1060
7
672+70 673+00
674+00 675+00 676+D0
677 00 678-00 67900 680.00
681.00
_
682,00 663+00 68400
", 1050
685+00 61"0
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MAOP
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-
as
2
1
ANSI RATING
w
- -
w
B DESIGN FACTOR
a
PROPRIETARY 8 CONFIDENTIAL ALL RIGHTS RESERVEDDO NOT SCALE THIS DRAWING' USE DIMENSIONS ONLY
REF. DWG(S)
PIEDMONT'S NATURAL GAS FACILITY DRAVIANGS ARE
CONSIDERED CONFIDENTIAL (OM -1095)' DRAWNG IS CURRENT ONLY THROUGH THE LATEST REVISED DATE •
TO INSURE THERE IS NO RISK OF
S CA .�•, -
INAPPROPRIATE DISCLOSER ALL
PREVIOUS
PAPER COPIES OF THIS DRAWING MUST BE DESTROYED IN ACCORDANCE HATH RECORDS d INFO. MANAGEMENT
(RIM) POLICY 1001
9
..
NO
_
DATE
REVISION(S) DESCRIPTION BY CHK APPD DESCRIPTION
_'AREAE
APPROVALS
E s
I LINE D RELOCATION
SHEET 61 OF 1 z, DWG SCALE: AS SHOWN
DM DATE 11/30/16 1 SUPERCEDED
0 6
T - _
ACCOUNTDNUMBER
10700
ENGINEER Piedmont
—MGR (1'
ALIGNMENT
PLAN & PROFILE
DRAW NG NUMBER
REVISION
��'9EdI 216
PROJECT NUMBER 1151341 E srox"�E,M Natural Gas
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DRAWING BY GPD RECBSTD
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A '
E s� " aE' �" 8 COPYRIGHT 2014 PIEDMONT NATURAL GAS CORP. HICKORY
f NORTH CAROLINA
PING- C - 011- 0001116
0
a """"""
_..� _ -
_ CHECKER INITIALS
SIGNATURE
MAY
PRINCIPAL CORP. OFFICE 4720 PIEDMONT ROW DRIVE
ENGINEER CHARLOTTE, NC 28210
RESOURCE CENTER HICKORY
PNG-0ISCIPUNE-RESOURCE CENTER NUMBER

OWNERSHIP, FOOTAGE
��L
LEGEND
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.:
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-
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-
W O
ex lanwsxs EEEEEEEI
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� N
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OR TREE CLEARING
O
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\`
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INSTALL 8" MDPE, S'+/• INSIDB
%
Y
"Ten o�e pa
ON SHEET 7)
NCDOT RiW AT A MIN. DEPTH OF 3'. /
H -3i
HDD EXIT (SEE SHEET 4 • FOR —
�nueren O
DETAIL)
uiule'r IIIA
svuve GG
PROTECT BORE AREAS WITH SILT
aw.xxex
FENCE FOR BORES DETAIL 7 ON
seen TienSM
W O
SHEET 718
swerex
Z
..sv ux,xxaes,
J t0.
i 02
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isnxs wox soo MGMF
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r
to
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X
NOTE:
ALL TRENCHED AREAS, NOT
1250--
OTHERWISE DESIGNATED,
1240
-- -
- - —1250
1240
SHOULD BE FILLED AND
STABILIZED WITH SEED AND
1230
1230
STRAW, HYDROSEEDING, OR
SOD BY THE END OF EACH
1220
12101200
- EXISTING GRADE
1220
1210
WORKDAY. SILT FENCE WILL
NOT BE REQUIRED IF DAILY
1190
1200
1190
STABILIZATION IS
1180
_ _ _ —
— - — —_
_ __ - - — — --- — — — — --
-- - - — - — — - - —
-- — — 1180
OCCURRING. DESIGNATED
1170
`
'
V MIN. COVER
-
1170
AREAS MAY BE LEFT
1160
1160
DISTURBED FOR LONGER
�
1150
1140
PROPOSED PIPELINE
—1150
THAN 1 DAY, BUT MUST
FOLLOW NC PERMIT
O
1130
—
_
—1140
+1130
SPECIFICATIONS. THESE
DESIGNATED AREAS ARE
SHOWN WITH SHADING
0.
1120
1110
1100
—1120
—1110
-?- 1100
AND ARE TYPICALLY AT
1090
— 1090
TIE-INS AND BORE
1080
—1080
LOCATIONS.
1070
+ 1070
�,
1060
1050 }
__ _ -. i
._.+.. _ _— �.._-r- �_-�—
—� _�_._.
--.--�-- _ .._.
-
-�..�__—_.
-� 1050
�� - __. +1DS0
886+00
68 +00
688+00 689+00 69 00
691+00 892+00
693+00 894+00 g +OD
898+00 8��
898+00 899+00
w MAOP
4
a
ANSI RATING
_
w M
3 _
Q D
to
W DESIGN FACTOR
PROPRIETARY & CONFIDENTIAL ALL RIGHTS RESERVED • DO NOT SCALE THIS DRAWING' USE DIMENSIONS ONLY
REF. DWG(S)
PIEDMONT'S NATURAL GAS FACILITY DRAWINGS ARE CONSIDERED CONFIDENTIAL (OM -1095)' DRAWING IS CURRENT
ONLY THROUGH THE LATEST REVISED DATE' TO INSURE THERE IS NO RISK OF
........
,; <N .CA07
INAPPROPRIATE DISCLOSER ALL PREVIOUS PAPER COPIES OF
THIS DRAWING MUST BE DESTROYED IN ACCORDANCE
WITH RECORDS & INFO. MANAGEMENT (RIM) POLICY 1001
v
D e
NO
DATE
_.
REVISION(S) DESCRIPTION
-_
BY CHK APPD DESCRIPTION
AREA CODE 2730
ACCOUNT NUMBER 10700
APPROVALS
T__
a E x.n we,1µ,1"a LINE D RELOCATION
REGIONAL Piedmont
ENGINEER
MIN
SHEET 62 OF 121 DWG SCALE: AS SHOWN
DWG DATE 11x30/18 I SUPERCEDED
;?:'• c 2�,`
J
PROJECT NUMBER 1151341
° s
xs uwenxrtlels MGR TECH
�} Wj ALIGNMENT
Natural Gas
PLAN & PROFILE
DRAW NG NUMBER
.NCIH
h
DRAWING BY CPDREC
a,e
& STD
S�x.�E,l�n� �—
COPYRIGHT 2014 PIEDMONT NATURAL GAS CORP. HICKORY, NORTH CAROLINA
]REVISIGN
PNG-c -Dtt- 000111 o
CHECKER INITIALS MAY
PRINCIPAL
CORP. OFFICE 4720 PIEDMONT ROW
RESOURCE CENTER HICKORY
SIGNATURE
ENGINEER
CHARLOTTE, NC 28210
PNC+D SCIPUNE-RESOURCE CENTER -NUMBER

OWNERSHIP, FOOTAGE
LEGEND,
.�.
-. y....>.s.
..
WO
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= +
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._
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rERuxuEUT E.xsEUE"r
�'I�AI�IIIRIysWWIlIY11P In4�Mr*1eMu:aesr PROTECT BORE AREAS WITH SI
TEUROR,xRvwoaxs9xw—
" „ FENCE FOR BORES DETAIL 1
SHEET 118
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NOTE:
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1250—
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1230
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-
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NOT BE REQUIRED IF DAILY
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ED
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0
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11090
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1070
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MAOP
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ANSI RATING
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DESIGN FACTOR
PROPRIETARY & CONFIDENTIAL ALL RIGHTS RESERVED • DO NOT SCALE THIS DRAWING • USE DIMENSIONS ONLY
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PIEDMONT'S NATURAL GAS FACILITY DRAWINGS ARE CONSIDERED CONFIDENTIAL (OM -1095) • DRAWING IS CURRENT ONLY THROUGH THE LATEST REVISED DATE • TO INSURE THERE IS NO RISK OF
CA O4 .
DISCLOSERALL PREVIOUS PAPER COPIES OFTHIS DRAWING MUST BE DESTROYED INS ACCORDANCE
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ALIGNMENT PLAN & PROFILE
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DRAWING NUMBER
REVISION
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RECssTD
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CHECKER INITIALS MAY
WE �"" "E"°n s
PRINCIPAL
COPYRIGHT 2014 PIEDMONT NATURAL GAS CORP.
I
PNG- C - 011- 0001118
0
SIGNATURE
IN
CORP. OFFICECHARLOTTE, NC 28210
RESOURCE CENTER HICKORY
—
PNG-DISCIPUNE-RESOURCE CENTER -NUMBER

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(::fi
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! ANSI RATING
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7 10
DESIGN FACTOR
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PIEDMONT'S NATURAL GAS FACILITY DRAWINGS ARE CONSIDERED CONFIDENTIAL (OM -1095) • DRAWING IS CURRENT ONLY THROUGH THE LATEST REVISED DATE' TO INSURE THERE IS NO RISK OF
p7 -„
INAPPROPRIATE DISCLOSER ALL PREVIOUS PAPER COPIES OF THIS DRAWING MUST BE DESTROYED IN ACCORDANCE NTH RECORDS d INFO. MANAGEMENT (RIM) POLICY 1001
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ACCOUNT NUMBER', 10700
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ENGINEER ��
ALIGNMENT PLAN & PROFILE
DWG DATE 11/30/16 SUPERCEDED
PROJECT NUMBER „5,34,
a
MGR TECH Natural Gas
DRAWING NUMBER REVISION
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DRAWING CPD
HICKORY NORTH CAROLINA
E
CHECKER INITIALS MAY
aRECBSTD
x. ru+E, n«nu COPYRIGHT 2014 PIEDMONT NATURAL GAS CORP.
PRINCIPAL CORP. OFFICE 4720 PIEDMONT ROW DRIVE
1
PNG— C — 011 — 0001119 0
SIGNATURE,
ENGINEER, CHARLOTTE,
RESOURCE CENTER HICKORY
CENTER
NC 211210
PNG-DISCIPUNE-RESOURCE -NUMBER

OWNERSHIP, FOOTAGE
C
X%X L.F.
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1290
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1280
STRAW, HYDROSEEDING, OR
1270—
1270
SOD BY THE END OF EACH
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1240—
1240
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1140
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DESIGN FACTOR
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PROPRIETARY & CONFIDENTIAL ALL RIGHTS RESERVEDDO NOT SCALE THIS DRAWING' USE DIMENSIONS ONLY
REF. DWG(S)
I
PIEDMONT'S NATURAL GAS FACIUTY DRAWINGS ARE
CONSIDERED CONFIDENTIAL (OM -1095) . DRAWING IS CURRENT ONLY THROUGH THE LATEST REVISED DATE • TO INSURE THERE IS NO RISK OF
tN CA 07
INAPPROPRIATE
DISCLOSER ALL PREVIOUS
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j
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NO
DATE I� REVISION(5)DESCRIPTION BY CHK APPD.AR
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AL
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LINE D RELOCATION
SHEET 65 OF 121 DWG SCALE: AS SHOWN
DWG DATE 11/30/18 SUPERCEDED
PROJECT NUMBER 1151341
Natural GasREGI
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ALIGNMENT PLAN &PROFILE
ORAWANG NUMBER
REV SIGN
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PRN�PA°
HICKORY, NORTH CAROLINA
PIG- C 011- 0001120
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CHECKER INITIALS
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-
0
1CORP.
SIGNATURE T
OFFICE ago PIEDMONT ROW DRIVE
ENGINEER I CHARLOTTE, NC 28210
RESOURCE CENTER HICKORY
PIG -DISCIPLINE -RESOURCE CENTER -NUMBER

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XXX L.F.
LEGEND
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-
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1280_
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1280
1280
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1250—
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1240 4-
1240
NOT BE REQUIRED IF DAILY
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EXISTING GRADE
iz30
STABILIZATION IS
1220-
220-OCCURRING.
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3' MIN. COVER
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_
-- "- 7200
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w
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1180
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0
1170
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a
1180
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1150
—1150
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AND ARE TYPICALLY AT
1140
1130
1140
- 1130
TIE-INS AND BORE
1120
—1120
LOCATIONS.
1110
1100
738+70 7700
T �.- -
740+00 00 742+Op 743+00 744+00
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I
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DESIGN FACTOR
PROPRIETARY & CONFIDENTIAL ALL RIGHTS RESERVED • DO NOT SCALE THIS DRAWING • USE DIMENSIONS ONLY
REF. D WG(S)
PIEDMONT'S NATURAL GAS FACILITY DRAWINGS ARE CONSIDERED CONFIDENTIAL (OM-1095)' DRAWING IS CURRENT ONLY THROUGH THE LATEST REVISED DATE • TO INSURE THERE IS NO RISK OF
CA
,. qN , ... O�
INAPPROPRIATE DISCLOSER ALL PREVIOUS PAPER COPIES OF THIS DRAWING MUST
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OP' I ,2
v
NO
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COPYRIGHT 2014 PIEDMONT NATURAL GAS CORP.
PRINCIPAL
1
-
0
CORP. OFFICE 4720 PIEDMONT ROW DRIVE
RESOURCE CENTER HICKORY
;OURCE CENTER-NUMBER
,SIGNATURE' ENGINEER CHARLOTTE, NC 28210 1

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' KN . 7
INAPPROPRIATE DISCLOSER ALL PREVIOUS
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1001
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0 8
NO
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REVISION(S) DESCRIPTION BY CHK APPD DESCRIPTION A PP SHEET SHEET 67 OF 121 DWG SCALE: AS SHOWN
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ACCOUNT NUMBER 10700 ENGINEER Piedmont DWG DATE 11/30/16 SUPERCEDED
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NUMBER REISIGN
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f PNG- C - 011- 0001122 0
SIGNATURE
PRINCIPAL
ENGINEER
CORP. OFFICECHARLOTTE, C 292 ROW DRIVE
CHARLOTTE, NC 28210
RESOURCE CENTER HICKORY
PNGDISCIPLINE-RESOURCE CENTER -NUMBER

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1280—
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STRAW, HYDROSEEDING, OR
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1260
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NOT BE REQUIRED IF DAILY
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- __
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a
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11008 00 7fiS+00
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ANSI RATING
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DESIGN FACTOR
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RE F. DWG(S)
:�.1N• .CA 7
PIEDMONT'S NATURAL GAS FACILITY DRAWINGS ARE CONSIDERED CONFIDENTIAL (OM-1095) • DRAWING IS CURRENT ONLY THROUGH THE LATEST REVISED DATE' TO INSURE THERE IS NO RISK OF
INAPPROPRIATE DISCLOSER ALL PREVIOUS PAPER COPIES OF THIS DRAWING MUST BE DESTROYED IN ACCORDANCE WITH RECORDS & INFO. MANAGEMENT (RIM) POLICY 1001
0 / 2
v
NO
DATE REVISIONIS) DESCRIPTION
BY CHK APPD DESCRIPTION
AREA CODE T 2730
APPROVALS
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SHEET 68 OF 121 DWG SCALE: AS SHOWN
O 98
ACCOUNT NUMBER 1070
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- - Natural Gas ALIGNMENT
01
PLAN & PROFILE
DWG DATE 1180116 SUPERCEDED
c.•NGIN �;
PROJECT NUMBER „5,34,
--
DRAWING BY CPD
MGR TECH HICKORY,
11 a srD
NORTH CAROLINA
DRAWING NUMBER REVISION
CHECKER INITIALS I MAY
re scn�ruREiixinus
—
PRINCIPAL COPYRIGHT 2014 PIEDMONT NATURAL GAS CORP.
pNG— C - 011— 0001123 0
SIGNATURE
CORP. OFFICE 4720 PIEDMONT ROW DRIVE
ENGINEER CHARLOTTE, NC 211210
RESOURCE CENTER HICKORY
PNG-DISCIPUNE-RESOURCE CENTER-NUMBER

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LL
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— 1170
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116o—
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ANSI RATING
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CA
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ONLY THROUGH THE LATEST REVISED DATE -TO INSURE THERE NO RISK OF
�
INAPPROPRIATE DISCLOSER ALL
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0
. 9"=
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_DATE
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0 98
-
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-
DRAWING BY
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I
PNG- C - 011- 0001124
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- CHECKER INITIALS MAY
x�nwEr,wn.s
PRINCIPAL
CORP. OFFICE 4720 PIEDMONT ROW DRIVE
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SIGNATURE
ENGINEER CHARLOTTE, NC 29210

OWNERSHIP, FOOTAGE
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1290—
-
—1290
SHOULD BE FILLED AND
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1250 �-
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— --
_
- - — - - — — — —
1�
1250
WORKDAY. SILT FENCE WILL
NOT BE REQUIRED IF DAILY
1240 _
_
_
3' MIN. COVER ---
- -- -_ _._ /
IT 1240
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OCCURRING. DESIGNATE'
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w
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1190
1180
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11170
FOLLOW NC PERMIT
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a
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1150+
---16
1 0
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1,20
— 1130
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1100
791+50
-
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FACILITY RE THERE IS NO RISK OF
)' RATING IS CURRENT ONLY THROUGH DATE' TO INSURE
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R ALL
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��S
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S /
"=-
NO
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REVISION(S) DESCRIPTION
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2730 o„Te
__
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LINE D RELOCATION
70 OF 121 DWG SCALE: AS SHOWN
DWGDATE ,1130,6
16SUPERCEDED
0 8 -
--_
-
-
-
- =
ACCOUNT NUMBER
10700
REGION
ENGINEER
_+-
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ALIGNMENT PLAN &PROFILE
DRAWANG NUMBER REV SION
i'. Rp 20d
PROJECT NUMBER 11$1341 wTa
is,$HEFT
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•.''9fdl/A�JBO��O
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REcasrD!
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are
MAY
ruruxe�iwn.Ls
PRINCIPAL
COPYRIGHT 2014 PIEDMONT NATURAL GAS CORP.
OFFICE 4720 PIEDMONT ROW DRIVE
f
PWG- C - 011- 0001125 0
SIGNATURE
ENGINEER
CORP.
CHARLOTTE, NC 26210
RESOURCE CENTER HICKORY
PNGDISCIPLINE-RESOURCE CENTER -NUMBER

•
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OWNERSHIP, FOOTAGE
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LEGEND
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mace u^«sEv.Ea uxE v1 nO+D 534
535 '
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,
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eumER R'S
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ALL TRENCHED AREAS, NOT
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1350 —- -- - _ - - ---_
18
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s
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1310-
- -_-- _ -- --- - - _ .- __.
- - - - --
_ - -- _ --_ _- 7350
SHOULD BE FILLED AND
O� "'".
1330-
IS NO
INAPPROPRIATE DISCLOSER ALL PREVIOUS PAPER COPIES OF THIS DRAWNG MUST BE DESTROYED IN ACCORDANCE VITH RECORDS & INFO. MANAGEMENT (RIM) POLICY 1001
-1340
STABILIZED WITH SEED A'.
ff Oe'
1
1320-
BY CHK APPD' DESCRIPTION APPROVALS
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STRAW, HYDROSEEDING, U:.
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PRO ECT Nu „9;3344,
-1320
SOD BY THE END OF EACH
o . O'•,
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_� MGR TECH ra s
ALIGNMENT PLAN &PROFILE
WORKDAY. SILT FENCE WILL
""
1?�
DRAWING BY CPD REC 3 STD
-TE -
1300
NOT BE REQUIRED IF DAILY
STABILIZATION IS
1280 �
1270
EXISTING GRADE
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1280
OCCURRING. DESIGNATED
_ - - - - _
-`
720PIEDMONTRO DRIVE
CORP. OFFICE 4740 PIEDMONT ROW DRIVE
!SIGNATURE ENGINEER CHARLOTTE, NC 28210
RESOURCE CENTER HICKORY
AREAS MAY BE LEFT
1260 - - - ---
1250 �
- --- - - - - - -- -- - -- - - - - -- - ---- - - - - - - - -- - -- --1270
_ - --
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DISTURBED FOR LONGER
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3' MIN. COVER
1280
THAN 1 DAY, BUT MUST
a
1240-
-1250
FOLLOW NC PERMIT
1230 `
1220-
PROPOSED PIPlLIN!
1230
1230
SPECIFICATIONS. THESE
a
DESIGNATED AREAS ARE
SHOWN WITH SHADING
1210+
1200*
'1220
+1210
AND ARE TYPICALLY AT
„ 90
1200
TIE-INS AND BORE
1180
1190
LOCATIONS.
1170 T
+1180
1180
1170
9
F --..
71 804+70 805+0�� g� I 80� 00 808+00
I _. �. � -�..
309+00 810r00 811+00 --T
1180
1150
S
8�0 800 800 815+00 818+00
BT-�- 878
11777 000000 +00
5 MAOP
ANSI RATING
}
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LU 2
,6
s
I DESIGN FACTOR
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18
16?
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s
PROPRIETARY & CONFIDENTIAL ALL RIGHTS RESERVEDDO NOT SCALE THIS DRAWING' USE DIMENSIONS ONLY
PIEDMONT'S NATURAL GAS FACILITY DRAWINGS ARE CONSIDERED CONFIDENTIAL (OM -1095)' DRAWING IS CURRENT ONLY THROUGH THE LATEST REVISED DATE • TO INSURE THERE
REF. DWG(S)
O� "'".
IS NO
INAPPROPRIATE DISCLOSER ALL PREVIOUS PAPER COPIES OF THIS DRAWNG MUST BE DESTROYED IN ACCORDANCE VITH RECORDS & INFO. MANAGEMENT (RIM) POLICY 1001
RISK OF
ff Oe'
1
NO DATE REVISION(S) DESCRIPTION
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SHEET
AREA CODE 2730 o ��""r "E' "'r'^`a
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ENGINEER ra Piedmont
PRO ECT Nu „9;3344,
LINE D RELOCATION
71 OF 121 j DWG SCALE: AS SHOWN
-
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DATE „ DED
o . O'•,
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HICKORY NORTH CAROLINA
DRAVING NUMBER REVISION
CHECKER INITIALS MAY mcxAruaenwnaEs P.
COPYRIGHOFFICE
PRINCIPAL
1
PNG- C - 011- 0001126 0
720PIEDMONTRO DRIVE
CORP. OFFICE 4740 PIEDMONT ROW DRIVE
!SIGNATURE ENGINEER CHARLOTTE, NC 28210
RESOURCE CENTER HICKORY
PNG-OISGPUNE-RESOURCE CENTER -NUMBER

I
•
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OWNERSHIP, FOOTAGE
LEGEND
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Eoresr sr.nox
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�
OTHERWISE DESIGNATED,
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a
E
CHARLOTTE, NC 28210
WORKDAY. SILT FENCE WILL
Er.,Tx L-1
NOT BE REQUIRED IF DAILY
o
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i -- I --
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LL
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SPECIFICATIONS. THESE
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CORP. OFFICE 4720 PIEDMONT ROW DRIVE
SOD BY THE END OF EACH
CHARLOTTE, NC 28210
WORKDAY. SILT FENCE WILL
NOT BE REQUIRED IF DAILY
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AREAS MAY BE LEFT
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SPECIFICATIONS. THESE
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1230—
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CHARLOTTE, NC 28210
1350-
1340-
1330-
1320-
1310-
1300-
1290-
1280-
270 --
2130
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CHARLOTTE, NC 28210
1200—
1190—
1180—
1170
1180
1150--�--_82
i -- I --
81 +00
I
819+00 820+00 821+00
REVISION(S) DESCRIPTION
HICKORY BLVD
EXISTING GRADE
3' MIN. COVER
822+00 +
823+00 824+00 .-
—1350
—1 340
—1330
—1320
— 1310
— 1300
-4-1290
— 1280
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'— 1260
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1240
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1210
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1160
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PROPRIETARY 8 CONFIDENTIAL ALL RIGHTS RESERVED' DO NOT SCALE THIS DRAWING' USE DIMENSIONS ONLY
PIEDMONT'S NATURAL GAS FACILITY DRAWINGS ARE CONSIDERED CONFIDENTIAL (OW1095) • DRAWING IS CURRENT ONLY THROUGH THE LATEST REVISED DATE' TO INSURE THERE IS NO RISK OF
INAPPROPRIATE DISCLOSER ALL PREVIOUS PAPER COPIES OF THIS DRAWING MUST BE DESTROYED IN ACCORDANCE WITH RECORDS 8 INFO. MANAGEMENT (RIM) POLICY 1001
CHK APP( I DESCRIPTION APPROVALS
97
ARFA CAL I N E D Mr—LU CAT I O N
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ALIGNMENT PLAN & PROFILE
HICKORY, NORTH CAROLINA
RESOURCE CENTER HICKORY
REGIONAL
SHEET 72 OF 121 (DWG SCALE: AS SHOWN
DWG DATE 11/30116 1 SUPERCEDED
DRAWING NUMBER (REVISION
PNG- C- 011- 0001127' 0
PNGDISGPUNE-RESOURCE CENTER -NUMBER
MGR TECH
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REC 8 STD
COPYRIGHT 2014 PIEDMONT NATURAL GAS CORP.
PRINCIPAL
CORP. OFFICE 4720 PIEDMONT ROW DRIVE
ENGINEER
CHARLOTTE, NC 28210
SHEET 72 OF 121 (DWG SCALE: AS SHOWN
DWG DATE 11/30116 1 SUPERCEDED
DRAWING NUMBER (REVISION
PNG- C- 011- 0001127' 0
PNGDISGPUNE-RESOURCE CENTER -NUMBER

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OTHERWISE DESIGNATED,
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STRAW, HYDROSEEDING, OR
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-
-
— ---- _
TRENCH
BREAKER
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SOD BY THE END OF EACH
WORKDAY. SILT FENCE WILL
NOT BE REQUIRED IF DAILY
1250—
1240—
- -- --
TRENCH BREAKER
- EXISTING GRADE
—1260
-1250
+1240
STABIL17ATION IS
1230—
/
--
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PROPOSED PIPELINE -/
3' MIN. COVER
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DESIGN FACTOR
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PROPRIETARY & CONFIDENTIAL ALL RIGHTS RESERVED • DO NOT SCALE THIS DRAWINGUSE DIMENSIONS ONLY
REF. DWG(S)
,1N CA 07
Q:. S
PIEDMONT'S NATURAL GAS FACILITY DRAWINGS ARE CONSIDERED CONFIDENTIAL (OM -1095)' DRAWING IS CURRENT ONLY THROUGH THE LATEST REVISED DATE -TO INSURE THERE IS NO RISK OF
INAPPROPRIATE DISCLOSER ALL PREVIOUS PAPER COPIES OF THIS DRAWING MUST BE DESTROYED IN ACCORDANCE WITH RECORDS & INFO. MANAGEMENT (RIM) POLICY 1001
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-
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DESCRIPTION APPROVALS
AREA CODE 2730 °" ` ^
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SHEET 73 OF 721 DWG SCALE: AS SHOWN
DWG DATE 11/30/16 SUPERCEDED
tp '20
C.. O
-
PROJECT NUMBER 1151341 TE aw—RE,IMr� a
MGR TECH Natural Gas
ALIGNMENT PLAN & P R O F I L E
—
DRAWING NUMBER REVISION
ygF�I AA 9 0�6
DRAWING BY CPD
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HICKORY NORTH CAROLINA
rE „.�E,IM a
CHECKER INITIALS MAY
COPYRIG.OFFIC 4720 PIEDMONIEDMONT T AL I
PR
'. PRINCIPAL CORP. OFFICE 4720 PIEDMONT ROW DRIVE
f
RESOURCE CENTER HICKORY
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SIGNATURE
ENGINEER CHARLOTTE, NC 29210
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AL THIS ACCORDANCE WITH RECORDS 61NF0. MANAGEMENT (RIM) POLICY 1001
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APPA, DELOSER
DATE REVISION(S) DESCRIPTION BY ON APPROVALS
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C1
RELOCATION
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HICKORY, NORTH
DRAWNG NUMBER
REVISION
MTE 4cRxTURE/iwnu3
cHECKERINITIAL6 MAY
COPYRIGHT20UPEDMONTNATURALGASCORP.
CAROLINA
PING 0001129 0
PRINCIPAL
SIGNATURE ENGINEER '
coRP.oFCHARLOE 4720 TE,NC282RowDwvE
CHARLOTTE, NC 28310
RESOURCE CENTER HICKORY
PNG-DISCIFRINE-RESOURCE CENTER -NUMBER

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CO
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1300 - - 1300
STRAW, HYDROSEEDING, OR
1290— -1290
SOD BY THE END OF EACH
1280— -1280
WORKDAY. SILT FENCE WILL
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EXISTING GRADE
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$1200
SPECIFICATIONS. THESE
¢
a
1200
1190 - 1190
DESIGNATED AREAS ARE
SHOWN WITH SHADING
1180 160
1170 111170
AND ARE TYPICALLY AT
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TIE-INS AND BORE
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1150 1150
1140--1140
1130--1130
1120--1120
1110 1110
1100 -1100
84,00 + +83
MAOP
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ANSI RATING
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In
DESIGN FACTOR
PROPRIETARY 6 CONFIDENTIAL ALL RIGHTS RESERVED' DO NOT SCALE THIS DRAWING' USE DIMENSIONS ONLY
REF. DWG(S)
PIEDMONT'S NATURAL GAS FACILITY DRAWINGS ARE CONSIDERED CONFIDENTIAL (OM-1095)' DRAWING IS CURRENT ONLY THROUGH THE LATEST REVISED DATETO INSURE THERE IS NO RISK OF
INAPPROPRIATE DISCLOSER ALL PREVIOUS PAPER COPIES OF THIS DRAMA NG MUST BE DESTROYED IN ACCORDANCE NTH RECORDS B INFO. MANAGEMENT (RIM) POLICY 1001
D
NO
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f o
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ENGINEER
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LINE D R E LO CAT I O N
SHEET 75 OF 121 DWG SCALE: AS SHOWN
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. F'I'G 205
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PROJECT NUMBER 1151341
^T RE x MGR TECH j Natural Gas
ALIGNMENT PLAN & PROFILE
DRAVNNG NUMBER
REVISION
°ti;FdralO16
DRAWING BY cPD
RE°BBTD
HICKORY NORTH CAROLINA
_ E
CHECKER INITIALS MAY °"
"�""TM E' "^" s COPYRIGHT 2074 PIEDMONT NATURAL GAS CORP.
1
PNG- C - 011- 0001130
0
SIGNATURE
PRINCIPAL CORP. OFFICE 4720 PIEDMONT ROW DRIVE
ENGINEER
RESOURCE CENTER HICKORY
PNG-DSCIPLINE-RESOURCE CENTER-NUMBER
CHARLOTTE, NC 29210

OWNERSHIP, FOOTAGE
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EXISTING 4"
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NOTES:
EXISTING 2"
- --
1. INSTALL 2" MOPE INSIDE RW
DISTRIBUTION
�aq CSCALE(INFEET)
--
—
AT A MIN. DEPTH OF 3'
3
: -
Z. FIELD ADJUST TO BE A MIN.
N
I
_ -
3' FROM DRIVE CULVERTS,
W
_
1,-50 R.
r-- -__
POLES, ETC.
>
---_.
3. CONTRACTOR TO VERIFY
Q
LOCATION AND DEPTH OF
p
- UTILITIES PRIOR TO
2
CONSTRUCTION.
N
4+13._
4+00
NOTE:
:.
ALL TRENCHED AREAS, NOT
-
,
---- Srem CROSSING OF 13TH
ST. DR. NW. SEE DETAIL.
OTHERWISE DESIGNATED,
SHOULD BE FILLED AND
STABILIZED WITH SEED AND
-
[ 1 -. _
1� "
- — MIN. 5' DEEP
- -
STRAW, HYDROSEEDING, OR
SOD BY THE END OF EACH
.'
,.
3+00
EXISTING N
DISTRIBUTIO N
WORKDAY. SILT FENCE WILL
NOT BE REQUIRED IF DAILY
_
�
STABILIZATION IS
OCCURRING. D
OCCURRING. DESIGNATED
I
-
LEFT
DISTURBED FOR LONGERAREAS MAY
�,+
'�Alr
'
THAN 1 DAY, BUT MUST
g
12TH ST DR. NW
-.
-
FOLLOW NC PERMIT
SPECIFICATIONS. THESE
DESIGNATED AREAS ARE
`
Z,�
SHOWN WITH SHADING
4r
-
W
"-
EXISTING 4"
AND ARE TYPICALLY AT
TIE-INS AND BORE
LOCATIONS.
"�� .,�yAw
h I.
�
4
Z
p
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q
STEEL TO BE
ABANDONED
JAL
INSTALL 440'' OF
... ..
2" MOPE
. -
4
2 -VALVE
TO EXISTING
-
,..
TIE
-
I e
LINE
C
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W
Q
NOTES:'',,
Z
1. INSTALL Y' MOPE INSIDE RAY
AT A MIN. DEPTH OF 3'
2. FIELD ADN.
JUST TO BE A MMIN.3'
Q
'
3FROM DRIVE CULVERTS,
-
w
OTC.
d
,.
-.
C
3. CONTRACTOR 70 VERIFY
LOCATION AND DEPTH OF
'
�r
UTILITIES PRIOR 70 -..
PROPRIETARY & CONFIDENTIAL ALL RIGHTS RESERVED' DO NOT SCALE THIS DRAWING' USE DIMENSIONS ONLY
REF. DWG(S)
PIEDMONT'S NATURAL GAS FACILITY DRAIANGS ARE CONSIDERED CONFIDENTIAL (OM -1095) - DRAIANG IS CURRENT ONLY THROUGH THE LATEST REVISED DATETO INSURE THERE IS NO RISK
OF
,CA
INAPPROPRIATE
DISCLOSER ALL PREVIOUS PAPER COPIES OF
THIS DRAWING MUST BE DESTROYED
IN ACCORDANCE LATH RECORDS & INFO. MANAGEMENT
(RIM) POLICY 1001
'
NO
DATE REVISIONS) DESCRIPTION
BY CHK APPD' DESCRIPTION
AREA CODE 2730 a'E
APPROVALS
LINE D RELOCATION
SHEET 76 OF 121 DWG SCALE: AS SHOWN
-N.TUBEBres
DWWc DATE 11/30118 SUPERCEDED
0
ACCOUNT NUMBER 10700
REGIONAL Piedmont
ENGINEER
��
LATERAL PLAN
B.E.,wr�
DRAWMNGNUMBER
REISION
Jam;„
��
PROJECT NUMBER 1151341
MGR TECH Natural Gas
, X45%
DRAWING BY CPD
REC&STD
HICKORY NORTH CAROLINA
B.T�BE,B.�,
,
E
CHECKER INITIALS MAY
COPYRIGHT 2014 PIEDMONT NATURAL GAS CORP.
PRINCIPAL
1
PNC- C - 011- 0001131
0
SIGNATURE I I
CORP. OFFICE 4720 PIEDMONT ROW DRIVE
''ENGINEER CHARLOTTE, NC 29210
RESOURCE CENTER HICKORY
PNC-DISCIPLINE-RESOURCECENTER-NUMBER

OWNERSHIP, FOOTAGE
xxx
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LIMITS OF DISTURBANCE
-�.
CALDWELL COUNTY RR BORE SEES
uncen enauno evnoxe
18p*00
SHEET C41 FOR DETAIL
,
NOTES:
1. INSTALL 2” HDPE INSIDE RAY
INSTALLS" MOPE, S'+/ -INSIDE
-- lxjx. y -m w ?,
`.�
-
AT A MIN. DEPTH OF 3'
w"ce w,x say.En uxe -.
NCOOT
RAY AT A MIN. DEPTH OF 3'.0 e l T a
tw
FIELD ADJUST TO BE A MIN
�•
Exe
meew.�
>p� ..
�. i
f
'FROM DRIVE CULVERTS,
POLES,
ruce�ne
• .. -,
a
:.
ETC.
NTRACTOR TO VERIFY
-
'` e °
EXISTING 4" STEEL LINE TO BE -
ATION AND DEPTH OF -
LIT I ES PRIOR TO -
_.. _ _
—D -11E-
Z
+-t'3o r
.a ABANDONED �'
'�"CONSTRUCTION.
m� oae
a
a T>e*00
unun voce m,n�bn* !�-K{
-'
•' ' ='- - .-
y
+ - OLD LENOIR EXTENSION
1 SX2 TEE INSTALL 500' ± OF T" MDPE
STEM BORE CROSSING
vne nrwuxr
,.,
STEM BORE CROSSING- '� /'�.�
( FOR 4 SEE SHEET O l m"'
.. OF ACCESS RD. (SEE
SHEET 4 FOR DETAIL)
wnrenv��ve �
DETAIL) o"
�
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manenur Ilm
�
15TH AVE NW i'
2" VAL1%N.
Z_ �
<
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-
asnecry ex
--
- — --
- -
-
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--- TIE TO HICKORY FARM TAP
-
o _
ezmxo nox naoBONN
4t W411
-
GFAPHI. SCALE (IN FE
•ti,.
=—
PROTECT BORE AREAS WITH SILT ---
—
FENCE FOR BORES DETAIL 1 ON
SHEET 116
+SO
" +
NOTES:
1. INSTALL S" MOPE 5'3 INSIDE
TIE TO EXISTING DISTRURTION LINE.
AT A MN. DEPTH
11 _ (SEE SHEET 4 FOR DETAIL)
NOTE:
- *'I '�
�)
Y. FFR E D ADJUST BE A MIN.
.}
FROM DRIVE CULVERTS,
ALL TRENCHED AREAS, NOT
-,i
I
POLES, E7c.
OTHERWISE DESIGNATED,
m
I I
248+0 0
3. CONTRACTOR TO VERIFY
MOF
,
SHOULD BE FILLED AND
STABILIZED WITH SEED AND
Ir
Y
+ _
!
UT
UTILITIES PRIOR TO
CONSTRUCTION.
O O
STRAW, HYDROSEEDING, OR
SOD BY THE END OF EACH
WORKDAY. SILT FENCE WILL
- STEM BORE
NOT BE REQUIRED IF DAILY_
CROSSING
GRA :A,--_ :�N FEEr)
STABILIZATION IS
OCCURRING. DESIGNATE
- -
ti 2
+
• -. I �-
(SEE SHEET a FOR x
DETAIL)
- -
--
.. .
AREAS MAY BE LEFT
-._ .. a�
o
-TIS
..
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Ix,cn=soa
DISTURBED FOR LONGER
d
- + �':
247+0p
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-
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THAN 1 DAY, BUT MUST
/
1
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-
- `6+ - -
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ti
FOLLOW NC PERMIT
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en
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W
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G
-- O +
AND ARE TYPICALLY AT
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O
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i
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i vFi (
80
b '
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LOCATIONS.
"... •. o W W I
F Wi".
i w
CHAPEL RD
O
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PROPRIETARY & CONFIDENTIAL ALL RIGHTS RESERVEDDO NOT SCALE THIS DRAWING' USE DIMENSIONS ONLY
REF. DWG(S)
PIEDMONT'S NATURAL GAS FACILITY DRAWINGS ARE CONSIDERED CONFIDENTIAL (OM -1085)'
DRAWANG IS CURRENT ONLY THROUGH THE LATEST REVISED DATE • TO INSURE THERE IS NO RISK OF
�'tN ,CA
INAPPROPRIATE DISCLOSER ALL PREVIOUS PAPER COPIES OF THIS DRAWING MUST
BE DESTROYED IN ACCORDANCE WATH RECORDS & INFO. MANAGEMENT (RIM) POLICY 1001
NO GATE REVISION(S) DESCRIPTION
_
BY CHK APPD' DESCRIPTION APPROVALS
..... _. �.,� Sax.Tuee+lwnws -
AREA CODE 2730
L I N
N E D R E LO CAT I O
SHEET 77 OF 121 DWG SCALE: AS SHOWN
REGIONAL
ENGINEER
98
_ _
_
_
ACCOUNT NUMBER 10700
Pldmont
rill
LATERAL PLAN
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MGR TECH
;`•FyG 20'
c •. IK �;;
I PROJECTNUMBER 1151341
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�i
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CHECKER INITIALS MAY � ^ I I-N—E+l+anus
COPYRIGHT 2014 %EDMONT NATURAL GAS CORP.
ONTPIEDNATUONT
f
PNG- C - 011- 0001132 0
SIGNATURE
PRINCIPAL
ENGINEER
CORP. OFFICE 4720 ROW DRIVE
CHARLOTTE, NC 28210
RESOURCE CENTER HICKORY
PNC.DISCIPUNE-RESOURCECENTER-NUMBER

OWNERSHIP, FOOTAGE
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F c
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ATA
FIELD ADJUST TO BE A MIN•
W
Q W
C
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2•
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W
un ro.E 0
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W O
,mr«EwT.-T 0-
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AND DEPTH OF
w m
uurws '
LOCATION
UTILITIES PRIORTO
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cuvvaRE
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ALL TRENCHED AREAS, NOT
z_
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'
OTHERWISE DESIGNATED,
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� Z `W
SHOULD BE FILLED AND
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w a ',
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Z_ D
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WORKDAY. L
I'
NOT BEREQU REDS F DANCE ILY
wr
z
STABILIZATION IS
NOTES-
gl;
—
G m 386+00
W Q O H
OCCURRING. DESIGNATE.
'I. INSTALL 2'• MOPE INSIDE RAN
AREAS MAY BE LEFT
AT A MIN. DEPT K OF 3'
O
F, O
u W
G y a
f W i
DISTURBED FOR LONGER
2. FIELD ADJUST TO BE A MIN-
awt
C
c o
THAN 1 DAY, BUT MUST
2
X FROM DRIVE CULVERTS,
POLES,
m
O Z w
c
- uUZ
FOLLOW NC PERMIT
J
a
*' ETC.
3. CONTRACTOR TO
2^L\\� - STEM CROSSING OF YORK
Y
W
P 'azo
SPECIFICATIONS. THESE
VERIFY
LOCATION AND DEPTH OF >
RD
-' MINR S RDEEP E DETAIL.
Y
u
,%
DESIGNATED AREAS ARE
` UTILITIES PRIOR TO
.
la• =
SHOWN WITH SHADING_
CONSTRUCTION.
1
AND ARE TYPICALLY AT
-
'
-_-e
1
TIE-INS AND BORE
,� _----3+'VALVEX8$+00
_
g
-
LOCATIONS
t 2+49- - _ _. --- -_-... _. _
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o
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- -
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2a�
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RI4, v -`-
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CAP
zas " �
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d
PROPRIETARY d CONFIDENTIAL ALL RIGHTS RESERVED • DO NOT SCALE THIS DRAWING • USE DIMENSIONS ONLY
�
W
REF. DWG(S)
I
f
PIEDMONT'S NATURAL GAS FACILITY DRAWNGS ARE CONSIDERED CONFIDENTIAL (OM -1095) • DRAWING IS CURRENT ONLY THROUGH THE LATEST REVISED DATE' TO INSURE
THERE IS NO RISK OF
-°A - �
INAPPROPRIATE DISCLOSER ALL PREVIOUS PAPER COPIES
OF THIS DRAWS NG MUST BE DESTROYED IN ACCORDANCE WITH RECORDS A INFO. MANAGEMENT (RIM) POLICY
1001
0.. / _p =
y
NO
DATE REWSION(S) DESCRIPTION BY CHK APPD DESCRIPTION
APPROVALS
LINE D RELOCATION
SHEET 78 OF 121 DWG SCALE: AS SHOWN
AREA CODE 2730
RTE
""n RE, x nua
•
REGIONAL Piedmont
DWG DATE 11/30/16 SUPERCEDED
ACCOUNT NUMBER ,0700
_ 0 98 c
_
;'• F
ENGINEER
011NaturalGas
LATERAL PLAN
-
PROJECT NUMBER 115,34,
DRAWING BY CPD
E
"""RE""" a
MGR TECH'
REC & STD
HICKORY NORTH CAROLINA
DRAWING NUMBER REVISION
PNG- C - 011- 0001133 0
CHECKER INITIALS MAY
E
vcx"TURE,Ixmws
PRINCIPAL COPYRIGHT2014pEDMONTNATURALGASCORP.
CORP. OFFICE 4720 PIEDMONT ROW DRIVE
RESOURCE CENTER HICKORY
-._..
SIGNATURE
-
ENGINEER CHARLOTTE, INC 23210
PNG-DISCIPLINE-RESOURCECENTER-NUMBER

OWNERSHIP, FOOTAGE
%%X L.F.
PROPRIETARY 8 CONFIDENTIAL ALL RIGHTS RESERVED' DO NOT SCALE THIS DRAWING' USE DIMENSIONS ONLY
7+00
LEGENDNIFT
_ H .CA . Y' .,
PIEDMONT'S NATURAL GAS FACILITY DRAWINGS ARE CONSIDERED CONFIDENTIAL (OM -1095) - DRAWING IS CURRENT ONLY THROUGH THE LATEST REVISED DATE • TO INSURE THERE IS NO RISK OF
INAPPROPRIATE DISCLOSER ALL PREVIOUS PAPER COPIES OF THIS DRAWING MUST BE DESTROYED IN ACCORDANCE WITH RECORDS E INFO. MANAGEMENT (RIM) POLICY 1001
O
OCCURRING. DESIGNATED
O.
/ S
t\ESO 6P \N�
2"CAP
SHpp`S Rp
EaDEDaEDD a
(�
LINE D RELOCATION
ouDLEY
q
8 CD -
;'.FN
AREAS MAY BE LEFT
EaDPmEArEs<a<.,w � mxDEl
a—
Piedmont
r� i
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fps `,H
1
y 5+94
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PROJECTNUMBER 1151341 rE gD"^" "w"
MGR TECH
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-
DISTURBED FOR LONGER
DRAWING NUMBER REVISION
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STEM CROSSING OFBRADY
-
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•ewooxEo css LxE
DRAWING BY
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CHECKER INITIALS MAY
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..
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FO,tO
OETAILb
O
SPECIFICATIONS. THESE
GAS LINE
e +
.
larva oncx uxE - - -
E
Z
DESIGNATED AREAS ARE
SHOWN WITH SHADING
�L,rrwLE»w.xL�Dxr �
a
O
1 +
O
+
N
c
+
(+
AND ARE TYPICALLY AT
D�
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w„rEA„E,Ew
U
u nLEr „11
LOCATIONS.
'
}
_
-...... -
_
Q
D.a
..
.1,
NOTES:
I. INSTALL T' MOPE INSIDE RAY
css uErEs
"
__-Y 2ifE
, DUDLEY S
SHOALS RD
�x0
OO
p�
aµ.,ar A—LE o
"' "*n
.. ..:
AT A MIN. DEPTH OF S
1
Ex sr xD sox soo
2" VALVE -
s*pPOLES,
-- - ---
91.
BRA,,.
DY CREEK RD EXTENSION
/ INSTALL 584' OF 2"
2 FIELD ADJUST TO BE A MIN.
T FROM DRIVE CULVERTS,
d
MDPE
., �o. .. .
O
GRAPKjYG
I
ETC. -
_.. -3.
'
A
2" CAP
TIE TO EXISTING
_. _. -.
4
-.. ,.
.,
CONTRACTOR TO VERIFY
LOCATION AND DEPTH OF
_72
NOTE:
Aft
1'
1
ALL TRENCHED AREAS, NOT
.n '
6+00
OTHERWISE DESIGNATED,
SHOULD BE FILLED AND
STABILIZED WITH SEED AND
STRAW, HYDROSEEDING, OR
SOD BY THE END OF EACH '
WORKDAY. SILT FENCE WILL
NOT BE REQUIRED IF DAILY
to
t
O O
O !
DUDLEY SHOALS - }
EXTENSION INSTALL
Q --' 2 -CAP
108V OF 2"MDPE !
0 /
O
O
NOTES:
1. INSTALL 2" MOPE INSIDE RIW
ATA MIN. DEPTH OF 3'
2. FIELD ADJUST TO BE A MIN.
3' FROM DRIVE CULVERTS,
POLES, ETC.
3. CONTRACTOR TO VERIFY
LOCATION AND DEPTH OF
UTILITIES PRIOR TO
CONSTRUCTION.
STABILIZATION IS
PROPRIETARY 8 CONFIDENTIAL ALL RIGHTS RESERVED' DO NOT SCALE THIS DRAWING' USE DIMENSIONS ONLY
7+00
REF. DWG(S)
_ H .CA . Y' .,
PIEDMONT'S NATURAL GAS FACILITY DRAWINGS ARE CONSIDERED CONFIDENTIAL (OM -1095) - DRAWING IS CURRENT ONLY THROUGH THE LATEST REVISED DATE • TO INSURE THERE IS NO RISK OF
INAPPROPRIATE DISCLOSER ALL PREVIOUS PAPER COPIES OF THIS DRAWING MUST BE DESTROYED IN ACCORDANCE WITH RECORDS E INFO. MANAGEMENT (RIM) POLICY 1001
O
OCCURRING. DESIGNATED
O.
/ S
NO DATE
2"CAP
TI N
DESCRIPTI
BY CHK
wrE - - _.
(�
LINE D RELOCATION
t
q
8 CD -
;'.FN
AREAS MAY BE LEFT
-slcnenaAPPROVAL3
♦APPD ACCOUNTNUMBER
REGIONAL
10% —EN�
_ _ i
Piedmont
r� i
LATERAL PLAN
ovuG PATE 11/30/18 SUPERCEDED
2
PROJECTNUMBER 1151341 rE gD"^" "w"
MGR TECH
Natural Gas
DISTURBED FOR LONGER
DRAWING NUMBER REVISION
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ygFd�f3aoi�
STEM CROSSING OFBRADY
-
CPD
-
DRAWING BY
aTE -- =Da. �E,wrwa--_.RECSSTD ��,YPoGHT2D„%EDMONTNATDRALGASCDRP. HICKORY,
CHECKER INITIALS MAY
NORTH CAROLINA
PNC- C - 011- 0001134 0
Z
I CREEK RD.
7+63
RESOURCE CENTER HICKORY
—
PNG-DISCIPUNE-RESOURCE CENTER -NUMBER
THAN 1 DAY, BUT MUST
^ (SEESHEET 4 FOR
Q
Q
FOLLOW NC PERMIT
d
TIE TO EXISTING-
OETAILb
O
SPECIFICATIONS. THESE
GAS LINE
e +
C
In
DESIGNATED AREAS ARE
SHOWN WITH SHADING
-UISTING GAS LINE
�- - --_
O
1 +
O
+
N
c
+
(+
AND ARE TYPICALLY AT
TIE-INS AND BORE.
--
LOCATIONS.
'
}
_
-...... -
_
Q
NOTES:
I. INSTALL T' MOPE INSIDE RAY
I
"
__-Y 2ifE
, DUDLEY S
SHOALS RD
"' "*n
.. ..:
AT A MIN. DEPTH OF S
1
2" VALVE -
s*pPOLES,
-- - ---
2 FIELD ADJUST TO BE A MIN.
T FROM DRIVE CULVERTS,
d
.....
., �o. .. .
O
_
ETC. -
_.. -3.
'
TIE TO EXISTING
_. _. -.
-.. ,.
.,
CONTRACTOR TO VERIFY
LOCATION AND DEPTH OF
GAS LINE
UTILITIES PRIOR TO
1
CONSTRUCTION.
-- STEM CROSSING OF
s
DUDLEY SHOALS
^
RD. (SEE SHEET 4
FOR DETeH I
'-
PROPRIETARY 8 CONFIDENTIAL ALL RIGHTS RESERVED' DO NOT SCALE THIS DRAWING' USE DIMENSIONS ONLY
REF. DWG(S)
_ H .CA . Y' .,
PIEDMONT'S NATURAL GAS FACILITY DRAWINGS ARE CONSIDERED CONFIDENTIAL (OM -1095) - DRAWING IS CURRENT ONLY THROUGH THE LATEST REVISED DATE • TO INSURE THERE IS NO RISK OF
INAPPROPRIATE DISCLOSER ALL PREVIOUS PAPER COPIES OF THIS DRAWING MUST BE DESTROYED IN ACCORDANCE WITH RECORDS E INFO. MANAGEMENT (RIM) POLICY 1001
O.
/ S
NO DATE
REVISIONS) DESCRIPTION
TI N
DESCRIPTI
BY CHK
wrE - - _.
(�
LINE D RELOCATION
SHEET %9 OF 121 DWG SCALE: AS SHOWN
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♦APPD ACCOUNTNUMBER
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Piedmont
r� i
LATERAL PLAN
ovuG PATE 11/30/18 SUPERCEDED
2
PROJECTNUMBER 1151341 rE gD"^" "w"
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Natural Gas
DRAWING NUMBER REVISION
°G
ygFd�f3aoi�
_
-
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DRAWING BY
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CHECKER INITIALS MAY
NORTH CAROLINA
PNC- C - 011- 0001134 0
PRINCIPAL
SIGNATURES. ENGINEER CORP. OFFCHARi2TTE NC 26210 DRIVE
RESOURCE CENTER HICKORY
—
PNG-DISCIPUNE-RESOURCE CENTER -NUMBER

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INSTALL 2" MOPE INSIDE RIW
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e
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m
•i`
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�. tl19
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FIELD ADJUST TO BE A MIN.
.i:.
d \�
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(,
-
41/
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��dp
' I
wA.ES.Erea
POLES, ETC. ..
smnx. mE. uw
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LOCATION AND DEPTH OF
ws MAx•En
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O
�
,
419
I
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NOTE:
ALL TRENCHED AREAS, NOT
".
OTHERWISE DESIGNATED,
SHOULD BE FILLED AND
STABILIZED WITH SEED AND
O0
P
W
_
_-
—"-
STRAW, HYDROSEEDING, OR
SOD BY THE END OF EACH
a �� WOP v
WORKDAY. SILT FENCE WILL4k'V,00,
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--
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NOTES:
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AT A MIN. DEPTH OF 3'
^)
ry(
„j
2. FIELD
ADJUST TO A MIN.
a
3'
FROM DRIVE CULVERTS,
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7%
CONTRACTOR TO VERIFY
a
003.
LOCATION AND DEPTH OF
UTILITIES PRIOR TO$
CONSTRUCTION. S
w
PROPRIETARY & CONFIDENTIAL ALL RIGHTS RESERVED • DO NOT SCALE THIS DRAWING • USE DIMENSIONS ONLY
REF. DWG(S)
PIEDMONT'S NATURAL GAS FACILITY DRAWINGS ARE CONSIDERED CONFIDENTIAL (OM-1095)'
DRAWING IS CURRENT ONLY THROUGH THE LATEST REVISED DATE • TO INSURE THERE IS NO RISK OF
q0/ CA O�
INAPPROPRIATE DISCLOSER ALL
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BE DESTROYED IN ACCORDANCE WITH RECORDS & INFO. MANAGEMENT (RIM)
POLICY 1001
OQ-. S / 2=
9
`
NO
DATE REVISION(S) DESCRIPTION
BY CHK APPD DESCRIPTION
APPROVALS
LINE D RELOCATION
SHEET 80 OF 121 DWG SCALE: AS SHOWN
AREA CODE
2730
—E
sAune ergs
REGIONAL
ENGINEER
DWG DATE 11/30/15 SUPERCEDED
0 98 _
Piedmont
Piedmont
LATERAL PLAN
ACCOUNT NUMBER 10700
PROJECT NUMBER
11$1341
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MGR TECH
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REVISION
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MAY
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COPYRIGHTFFICEPIEDMONTPIEDMONT
1
ENGINEER
Raw
CORP. OFFICE X720 PIEDMONT ROW DRIVE
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RESOURCE CENTER HICKORY
SIGNATURE
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AREAS MAY BE LEFT
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THAN 1 DAY, BUT MUST Z
FOLLOW NC PERMIT a
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PROPRIETARY & CONFIDENTIAL ALL RIGHTS RESERVED • DO NOT SCALE THIS DRAWING' USE DIMENSIONS ONLY
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INAPPROPRIATE DISCLOSER ALL PREVIOUS PAPER COPIES OF THIS DRAWING MUST BE DESTROYED IN ACCORDANCE WITH RECORDS & INFO. MANAGEMENT (RIM) POLICY 1001
REF. DWG(S)
DATE REVISION(S) DESCRIPTION BY CHK AMD DESCRIPTION APPROVALS
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CHARLOTTE, NC 25210
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f
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DWG DATE 1113W13 SUPERCEDED
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ax
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SOD BY THE END OF EACH
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STABILIZATION IS
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THAN 1 DAY, BUT MUST z
J
FOLLOW NC PERMIT O -
SPECIFICATIONS. THESE
DESIGNATED AREAS ARE
SHOWN WITH SHADING
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... -NOTES:..,...
1.
INSTALL 4'° MOPE 5'± INSIDE
RAW AT A MIN. DEPTH OF 3'
2.
FIELD ADJUST TO BE A MIN,
3' FROM DRIVE CULVERTS,
POLES,ETC-
3.
CONTRACTOR TO VERIFY
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aL m
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INAPPROPRIATE DISCLOSER ALL PREVIOUS PAPER COPIES OF THIS DRAWING MUST BE DESTROYED IN ACCORDANCE 1MTH RECORDS & INFO. MANAGEMENT (RIM) POLICY 1001
BY .CHK APPD DESCRIPTION APPROVALS
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LINE D RELOCATION
SHEET 82 OF 121 DWG SCALE: AS SHOWN
AREA CODE
2730
REGIONALPiedmont
DING DATE 1130113 SUPERCEDED
ACCOUNT NUMBER
10700
ENGINEER
01114atural
LATERAL PLAN
PROJECT NUMBER
1151341 —E
11NAnRE11.1—
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REVISION
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REC&STD HICKORY NORTH CAROLINA
CHECKER INITIALS
MAY E
SON—Ell—ALS
COPYRIGHT 2014 PIEDMONT NATURAL GAS CORP.
1
PNG- C - 011- 0001137
0
PRINCIPAL
CORP. OFFICE 4720 PIEDMONT ROW DRIVE
RESOURCE CENTER HICKORY
SIGNATURE
ENGINEER
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NOTE
ALL TRENCHED AREAS, NOT
OTHERWISE DESIGNATED,
SHOULD BE FILLED AND
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STRAW, HYDROSEEDING, OR
SOD BY THE END OF EACH
WORKDAY. SILT FENCE WILL
NOT BE REQUIRED IF DAILY
STABILIZATION IS
OCCURRING. DESIGNATED
AREAS MAY BE LEFT
DISTURBED FOR LONGER
THAN 1 DAY, BUT MUST
FOLLOW NC PERMIT
SPECIFICATIONS. THESE
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1, INSTALL W' MDPE 5'S INSIDE11
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0 98
;cl G IN
PROPRIETARY & CONFIDENTIAL ALL RIGHTS RESERVED • DO NOT SCALE THIS DRAWING • USE DIMENSIONS ONLY REF. DWG(S)
PIEDMONT'S NATURAL GAS FACILITY DRAWINGS ARE CONSIDERED CONFIDENTIAL (OM -1095) • DRAWING IS CURRENT ONLY THROUGH THE LATEST REVISED DATE • TO INSURE THERE IS NO RISK OF
INAPPROPRIATE DISCLOSER ALL PREVIOUS PAPER COPIES OF THIS DRAWING MUST BE DESTROYED IN ACCORDANCE NTH RECORDS & INFO. MANAGEMENT (RIM) POLICY 1001
REVISION(S) DESCRIPTION BY ., CHK '., APPID DESCRIPTION
APPROVALS
SHEET $3 OF 'I'I'I DWG SCALE: AS SHOWN
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HICKORY NORTH CAROLINACHECKER
DMONTROWDRIVORP, fPIG- C - 011- 0001138
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REVISION(S) DESCRIPTION BY ., CHK '., APPID DESCRIPTION
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HICKORY NORTH CAROLINACHECKER
DMONTROWDRIVORP, fPIG- C - 011- 0001138
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OFFICE 4720 ROW DRIVE
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SIGNATURE
ENGINEER
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REF. DWG(S)
PIEDMONT'S NCONFIDENTIAL )EACURRENT SEINSURE THERE IS NO OF
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_
APPROVALS
-
LINE D RELOCATION
SHEET 85 OF 121 DWG SCALE: AS SHOWN
---
AREA CODE 2730 —E�
ACCOUNT NUMBER 10700
TURE,xr,us
REGIONAL
ENGINEER
'
D BB
.may
Piedmont
01
REGULATOR STATION DETAILS
DWG PATE 11/30/18 SUPERCEDED
WiE
PROJECT NUMBER 1151341
-URE - 1—
N 2
N8tUl1I Gas
DRANANG NUMBER REVISION
J �
DRAWING BY )()(X
FSI
SIa TURE,1Nff S
REC 8 STD
COPYRIGHT 2014 PIEDMONT NATURAL GAS CORP.
HICKORY, NORTH CAROLINA
PNG- X - 011- ####### 0
CHECKER INITIALS MAY w.e
SIGNATURES
PRINCIPAL
ENGINEER
CORP. OFFICE 4720 PIEDMONT ROW DRIVE
CHARLOTTE, NC 29210
RESOURCE CENTER HICKORY
PNC OISCIPUNE-RESOURCE CENTER -NUMBER

OWNERSHIP, FOOTAGE
%)0(LF.
LEGEND '
exarnm c.s B!♦
woseoresrm.nan ■ cWmrn
x00
�nx.nenr s.sexenr 0 v
moo
ID
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uxoEA GRDuxD TFlFPrrtNE
w nE y�o+o,P` ^x0°Azo"° GRANITE BORDER STATION
1
E1— O
r
:2441,
nw TIE TO EXISTING DISTRIBUTION -- x00
x
�srnc arcs une - — - Z LINE TO REMOVEEXISTING
1JfLTY POLE 0 ` a REGULATORSTATION I , p,1y _ - 41\
umnvaLEwnn ccnr 110(3 � �
Y _ T
wren vkvE pd l -
W„rEww�EA
aronu xLn IIIA 1� H
- F 6
—A.E �W 42] v v x
oo
o�..AnEA \ \� x� r
.�EM �<
M.— 7� .
a1rW1 IRM IM
POOVEY DRIVE RS xo°. A
\ \ ry
• ary
J \ \
°p
Ax
l �
_ a a
71
fi
NOTE:
� 1
ALL TRENCHED AREAS, NOT
OTHERWISE DESIGNATED,
SHOULD BE FILLED AND
STABILIZED WITH SEED AND
STRAW, HYDROSEEDING, OR 1-' �$. - --- TIE TO EXI TING 015TRIBU ON
TI
SOD BY THE END OF EACH - 'CQ' ° LINE TO REMOVE EXISTING
WORKDAY. SILT FENCE WILL }�° O� 6x° - '' REGULATORSTATION
1
NOT BE REQUIRED IF DAILY �'-
--
STABILIZATIONIS
OCCURRING. DESIGNATED •�..,,� �� LO /�
AREAS MAY BE LEFT `✓ - - - -- -
DISTURBED FOR LONGER w
THAN 1 DAY, BUT MUST --
FOLLOW NC PERMIT 0SPECIFICATIONS. THESE - O°
DESIGNATEDa p1NEWO00 R0
AREAS ARE POhx
SHOWN WITH SHADING
AND ARE TYPICALLY AT "
TIE-INS AND BORE
LOCATIONS °O
�o0 XIP I"
i
PROPRIETARY & CONFIDENTIAL ALL RIGHTS RESERVED • DO NOT SCALE THIS DRAWING' USE DIMENSIONS ONLY
I
REF. DWG(S)
i
PIEDMONT'S NATURAL GAS FACILITY DRAWINGS ARE CONSIDERED CONFIDENTIAL (OM -1095) • DRAWING IS CURRENT ONLY THROUGH THE LATEST REVISED DATE • TO INSURE THERE IS NO RISK OF
INAPPROPRIATE DISCLOSER ALL PREVIOUS PAPER COPIES OF THIS DRAVNNG MUST BE DESTROYED IN ACCORDANCE WITH RECORDS & INFO. MANAGEMENT (RIM) POLICY 1001
0.... ' 2 -
9
NO DATE
REVISION(S) DESCRIPTION. BY CHK APPD DESCPoPTION
APPROVALS
11„ArIaE,xr,Ls
LINE D RELOCATION
SHEET 86 OF 121 DWG SCALE: AS SHOWN
_
rE
AREA CODE 2730
D 9
REGIONALdmad
ENGINEERREGULATOR
ramural
STATION DETAILSPROJECT
DWG DATE 11/30/16 SUPERCEDED
ACCOUNT NUMBER ,0700
NUMBER 1iSi34i rE
'uruaen"mks
MGR TECH
Gas
DRAWING NUMBER REVISION
G
f
REC&STD
HICKORY NORTH CAROLINA
DRAWING BY XXX
CO PIEDMONT NA CORP.
I
PNG- X - 011- ####### 0
w rE
CHECKER INITIALS MAY
ruruseiiniriks
PRINCIPAL
CORP. OFFICE 4720 PIEDMONT ROW DRIVE
RESOURCE CENTER HICKORY
_
SIGNATURE
ENGINEER
CHARLOTTE, NC 25210
PNGDISCIPUNE-RESOURCE CENTER -NUMBER

OWNERSHIP, FOOTAGE xxx
X%x LF
LEGEND
O
`.+k r
0� ...
G
- -
rER.owRrworz.sR.cE novel �.�.� ryx(A� \"0.T^Z. �``'� 378
` ...,,. „ y/C� �
.e..00Rm wsiRE �j ♦ �/ - TIE TO EXISTING DISTRIBUTIO A s
h ,♦ C . IN
H -3C LINE TO REMOVE EXISTING 0+ E ,
�..
REGULATOR STATION
-
oE.�.«�RoTEL.-R w%,expo O etL
-RT.R� 11E
cew RSEv.FR URE -- xpp ^� TIE TO EXISTING DISTRIBUTION --
LINE TO REMOVE EXISTING
REGULATOR STATION
„rE. RErE. C
ao
e..R .
we.E R
t
ReTNG _ L PROSPERITY
IR— ,L^-1 PROSPERITY LN % 6 0
COBLE DAJ Y ROAD RS LANE RS
REE
p — — ♦
0
`�„���
� x >
6" %
r s�
O®
I ,ix
I i70
122
NOTE: ,y
ALL TRENCHED AREAS, NOT y/r'�' /CSO "
OTHERWISE DESIGNATED, R QUARRY ESTAT RD
❑
pp apy y
SHOULD BE FILLED AND p6x O O<` ^a xOp
STABILIZED WITH SEED AND
STRAW, HYDROSEEDING, OR
SOD BY THE END OF EACH ,� r
WORKDAY. SILT FENCE WILL
NOT BE REQUIRED IF DAILY .l CEDAR VALLEY RD
STABILIZATION IS p -� _ _ 6`/,
OCCURRING. DESIGNATED
AREAS MAY BE LEFT TIE TO EXISTING DISTRIBUTION
DISTURBED FOR LONGER LINE TO REMOVE EXISTING
THAN 1 DAY, BUT MUST — REGULATOR STATION
FOLLOW NCPERMIT - '�•' `'
SPECIFICATIONS. THESE c
DESIGNATED AREAS ARE 4? 61
J�
SHOWN WITH SHADING�x
AND ARE TYPICALLY y10 a p OO
6
TIE-INS AND BORF
LOCATIONS. F
L
d
oyx
i 6
i
GRAPH r,SCALFfINccFn." ,.... .. Op
ALLWOOD PRODUCTS RS pp�x0 CEDER VALLEY RS�'
I—_uCAI"OR SOUNU '
PROPRIETARY & CONFIDENTIAL ALL RIGHTS RESERVED' DO NOT SCALE THIS DRAWING' USE DIMENSIONS ONLY REF. DWG(S)
PIEDMONT'S NATURAL GAS FACILITY DRAWINGS ARE CONSIDERED CONFIDENTIAL (OM -1095)' DRAWING IS CURRENT ONLY THROUGH THE LATEST REVISED DATE' TO INSURE THERE IS NO RISK OF
INAPPROPRIATE DISCLOSER ALL PREVIOUS PAPER COPIES OF THIS DRAWING MUST BE DESTROYED IN ACCORDANCE WITH RECORDS & INFO. MANAGEMENT (RIM) POLICY 1001
fO / Y NO DATE RENSION(S)DESCRIPTION BY CHK APPD DESCRIPTION APPROVALS SHEET B7 OF DWG SCALE
FHG
ACCOUNT
C cN NUUMER 10700 ENGNEER LINE D RELOCATION 21 AS SHOWN
�. �.rE eoR.T�.E„�Twe _ Piedmont -
DWG DATE 11/30/16' SUPERCEDED
GR TECH Natural Gas REGULATOR STATION DETAILS
DRAWING NUMBER REVISION
I N J - DRAWING BY XXX MEC & STD
gfdrf3c9�o1� ��„..�.E,NR„� COPYRIGHT 2014 PIEDMONT NATURAL GAS CORP. HICKORY NORTH CAROLINA PNG— X — 011 — ####### o
- CHECKER INITIALS MAY PRINCIPALS. CORP. OFFICE 4720 PIEDMONT ROW DRIVE RESOURCE CENTER HICKORY
SIGNATURE ENGINEER I CHARLOTTE, NC 28210 PNG-DISCIPLINE-RESOURCE CENTER -NUMBER

OWNERSHIP, FOOTAGE
LEGEND
A
�
om�D�sT srnon ■ n"«rw
\
rEunovnv wonnePrcE(m'sl �•�•�
No's
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n onEn muss"e —
unoen cnauno relEn"oxE
GRAPHIC SCALE IIN FEf;'n
­-NE w
JOYCETON CHURCH RD
wEiUn�
�E 0
5
z
­N1
r ,
.EE
,.
01G
FATRG
RpON
ps
snEC..En �
1G�1paJ�
Rp
sMETEn �
)p
a �I
-
a i
NOTE:
ALL TRENCHED AREAS, NOT
OTHERWISE DESIGNATED,
SHOULD BE FILLED AND
STABILIZED WITH SEED AND
STRAW, HYDROSEEDING, OR
SOD BY THE END OF EACH
WORKDAY. SILT FENCE WILL
NOT BE REQUIRED IF DAILY
STABILIZATION IS
OCCURRING. DESIGNATED
AREAS MAY BE LEFT
DISTURBED FOR LONGER
LU
THAN 1 DAY, BUT MUST
IL
FOLLOW NC PERMIT
O
SPECIFICATIONS. THESE
a
DESIGNATED AREAS ARE
SHOWN WITH SHADING
AND ARE TYPICALLY AT
TIE-INS AND BORE
LOCATIONS.
PROPRIETARY & CONFIDENTIAL ALL RIGHTS RESERVED • DO NOT SCALE THIS DRAWINGUSE DIMENSIONS ONLY
REF. DWG(S)
.�N.,. . O�
S
PIEDMONT'S NATURAL GAS FACILITY DRAWANGS ARE CONSIDERED CONFIDENTIAL (OM-1095) • DRAWING IS CURRENT ONLY THROUGH THE LATEST REVISED DATE' TO INSURE THERE IS NO RISK OF
INAPPROPRIATE DISCLOSER ALL PREVIOUS PAPER COPIES OF THIS DRAWING MUST BE DESTROYED IN ACCORDANCE WITH RECORDS & INFO. MANAGEMENT (RIM) POLICY 1001
Oe'
y-
NO
DATE REVISION(S) DESCRIPTION
BY CHK APPD DESCRIPTION APPROVALS
AREA CO 27 DATE -
" REGIONAL
piedmorrt
LINE D RELOCATION
SHEET 89 OF 121 DWG SCALE: AS SHOWN
ENGINEER
NUMBEI , NEER
natural
DWG DATE 11I3W18 SUPERCEOED
_"
-
CC cN , 0700 DATE o�aE,wi.s — Gas
REGULATOR STATION DETAILS
IN
ygFti/A���oi6
MGR TECH
DRAWING BY xxx RECBSTD
HICKORY,
DRAWING NUMBER REVISION
D.TE� i�E, �_ -- -G°PYRIG„,�D„PIEDMGNT„AT�RALGABCORP
CHECKER INITIALS MAY
NORTH CAROLINA
PNG-X-011- ####### o
PRINCIPAL CORP. OFFICE 1720 PIEDMONT ROW DRIVE
SIGNATURE ENGINEER CHARLOTTE, NC 28210
RESOURCE CENTER HICKORY
--
PNG-DISCIPUNE-RESOURCE CENTER-NUMBER

OWNERSHIP, FOOTAGE
LEGEND _
�saasEo rrsr srr o. ■,mm r, �;-
E ..sEs�av=e.r 7
reMvoxnmvosysvice crvrel --
u.o xo ou.o reuew,o.E f
s,w r.n. sEv.En uwE ii
-
E.arr.waresu.v
ummvoue W ="l.�p
anon vae�xrs ua„r 1
uuv vosr Q
Fa »< a
cn
«�r,AEa m
g t y
cvs.�n
HDD NOTES.
O
1. BORE LENGTH - 659 LF
w
A
2. CALCULATED APPROX
NATURAL GAS
o
PULLBACK (PLASTIC) = 3,870
60 PSI
NIA
LBS
x
�
3. CALCULATED APPROX
8.625
y
O
PULLABACK (STEEL) = 29,920
v
12.312
LBS
o
m
4. MOPE PIPE SPECIFICATION:
7.98 LBS
z
8.625"x.750 DR 11.5 PE24D6
MDPE
STEEL
5. STEELCASING
m
D
SPECIFICATIONS: 12.75"x.219
o
API SL
X52 API -5L
in
A
O
6. ALL CONSTRUCTION
�
y
O
ACTIVITIES SHALL BE IN
HEATFUSED
C
ACCORDANCE WITH LOCAL
NA
O
AND STATE ENVIRONMENTAL
WA
75
REGULATIONS.
WA
METHOD OF INSTALLATION
HDD
0)
7. SEE SHEET 118 FOR
WA
w
GEOTECH BORE H-05.
WA
SOURCE OF INFORMATION ON SUBSURFACE
CONDITIONS (BORINGS, TEST PITS OR OTHER)
LU
J
0
af
CL
PRELIMINARY
PLANS NO DATE
NOT FOR
CONSTRUCTION
4`
O
w
A
CONTENTS TO BE HANDLED
NATURAL GAS
•.j
VENT PIPE
SHUT-OFF PIPELINE
VALVE MARKER
1200
1150 DRILL ENTRY
RIG SIDE
STA 0+00.00
40.00 LFA
@ 12°
1100 STA U+40:OD=
ELEV. = 1.115.23
1050
-1+00 0+00
345.7' TO SHUT-OFF VALVE
295.7' TO DRILL ENTRY
VENT PIPE
404.3' TO SHUT-OFF VAL`
363.3' TO DRILL EXIT
2000 -
ACC CL
2 -_
THEORETICAL
/ EMBANKMENT
� LINE I
38. '
208.38 LF
2 19.49 LF RG = 1,200'
1,200'
STA2+89.49-/50.00 LF �PC STA 3+39.49
ELEV'. = 1,,0089.00
@0- ELEV. = 1,089.00
1+00 2+00 3+00 4+00 5+00
Station
"SHUT -OFFS
VALVE
111.13 LF
@ 10°
PC STA 5+47.87
ELEV. = 1,107.24
7+00
EXIT
TIDE
+59.00
1200 NORFOLK SOUTHERN RAILROAD NOTES:
1. CONTRACTOR SHALL FOLLOW ALL REQUIREMENTS OF NORFOLK SOUTHERN'S NSCE-8
SPECIFICATIONS.
2. PIPELINE AND CROSSING TO BE INSTALLED AND MAINTAINED IN ACCORDANCE WITH LAST
APPROVED AMERICAN RAILWAY ENGINEERING AND MAINTENANCE OF WAY ASSOCIATION
SPECIFICATIONS FOR PIPELINES CONVEYING FLAMMABLE AND NON-FLAMMABLE SUBSTANCES,
3. BLASTING NOT PERMITTED.
4. ABANDONED FACILITIES TO BE REMOVED OR FILLED WITH GROUT.
150
100
HIM11
PIPE DATA
O
CARRIER PIPE
A
CONTENTS TO BE HANDLED
NATURAL GAS
o
NORMAL OPERATING PRESSURE
60 PSI
NIA
v
x
�
f
8.625
y
O
A
O
v
12.312
0
o
m
WEIGHT PER FOOT
7.98 LBS
z
MATERIAL
MDPE
STEEL
PROCESS OF MANUFACTURE
m
D
SPECIFICATION
o
API SL
GRADE OR CLASS
in
A
O
TEST PRESSURE
�
y
O
345.7' TO SHUT-OFF VALVE
295.7' TO DRILL ENTRY
VENT PIPE
404.3' TO SHUT-OFF VAL`
363.3' TO DRILL EXIT
2000 -
ACC CL
2 -_
THEORETICAL
/ EMBANKMENT
� LINE I
38. '
208.38 LF
2 19.49 LF RG = 1,200'
1,200'
STA2+89.49-/50.00 LF �PC STA 3+39.49
ELEV'. = 1,,0089.00
@0- ELEV. = 1,089.00
1+00 2+00 3+00 4+00 5+00
Station
"SHUT -OFFS
VALVE
111.13 LF
@ 10°
PC STA 5+47.87
ELEV. = 1,107.24
7+00
EXIT
TIDE
+59.00
1200 NORFOLK SOUTHERN RAILROAD NOTES:
1. CONTRACTOR SHALL FOLLOW ALL REQUIREMENTS OF NORFOLK SOUTHERN'S NSCE-8
SPECIFICATIONS.
2. PIPELINE AND CROSSING TO BE INSTALLED AND MAINTAINED IN ACCORDANCE WITH LAST
APPROVED AMERICAN RAILWAY ENGINEERING AND MAINTENANCE OF WAY ASSOCIATION
SPECIFICATIONS FOR PIPELINES CONVEYING FLAMMABLE AND NON-FLAMMABLE SUBSTANCES,
3. BLASTING NOT PERMITTED.
4. ABANDONED FACILITIES TO BE REMOVED OR FILLED WITH GROUT.
150
100
HIM11
PIPE DATA
PROPRIETARY & CONFIDENTIAL ALL RIGHTS RESERVED" DO NOT SCALE THIS DRAWING' USE DIMENSIONS ONLY
PIEDMONT'S NATURAL GAS FACILITY DRAWINGS ARE CONSIDERED CONFIDENTIAL (OM -1095) - DRAWING IS CURRENT ONLY THROUGH THE LATEST REVISED DATE "TO INSURE THERE IS NO RISK OF
INAPPROPRIATE DISCLOSER ALL PREVIOUS PAPER COPIES OF THIS DRAWING MUST BE DESTROYED IN ACCORDANCE WITH RECORDS & INFO. MANAGEMENT (RIM) POLICY 1001
CARRIER PIPE
CASING PIPE
CONTENTS TO BE HANDLED
NATURAL GAS
NIA
NORMAL OPERATING PRESSURE
60 PSI
NIA
NOMINAL SIZE OF PIPE
8"
12"
OUTSIDE DIAMETER
8.625
12.750
INSIDE DIAMETER
7.125
12.312
WALLTHICKNESS
0.750
0.219
WEIGHT PER FOOT
7.98 LBS
29.34 LBS
MATERIAL
MDPE
STEEL
PROCESS OF MANUFACTURE
ASTM D2513
ERIN
SPECIFICATION
PE 2708 (2406)
API SL
GRADE OR CLASS
DR 11.5
X52
TEST PRESSURE
75 PSI
WA
TYPE OF JOINT
HEATFUSED
SEAMLESS
TYPE OF COATING
NA
FBE
DETAILS OF CATHODIC PROTECTION
WA
WA
DETAILS OF SEALS OR PROTECTION AT ENDS OFNIA
CASING
WA
METHOD OF INSTALLATION
HDD
HDD
CHARACTER OF SUBSURFACE MATERIAL AT THE ELASTIC SILT, SILTY
CROSSING LOCATION SAND
WA
APPROXIMATE GROUND WATER LEVEL
WA
WA
SOURCE OF INFORMATION ON SUBSURFACE
CONDITIONS (BORINGS, TEST PITS OR OTHER)
BORE H-05
WA
1-50. HORIZONTAL
i" = 20' VERTICAL
PROPRIETARY & CONFIDENTIAL ALL RIGHTS RESERVED" DO NOT SCALE THIS DRAWING' USE DIMENSIONS ONLY
PIEDMONT'S NATURAL GAS FACILITY DRAWINGS ARE CONSIDERED CONFIDENTIAL (OM -1095) - DRAWING IS CURRENT ONLY THROUGH THE LATEST REVISED DATE "TO INSURE THERE IS NO RISK OF
INAPPROPRIATE DISCLOSER ALL PREVIOUS PAPER COPIES OF THIS DRAWING MUST BE DESTROYED IN ACCORDANCE WITH RECORDS & INFO. MANAGEMENT (RIM) POLICY 1001
REASION(5) DESCRIPTION BY CHK APPD DESCRIPTION
APPROVALS
Piedmont
r611 Natural Gas
COPYRIGHTPIEDMONT NATURAL GAS CORP.
OFFICE
CORP. OFFICE 4720 PIEDMONT ROW DRIVE
CHARLOTTE, NC 28210
LINE D RELOCATION
HDD PLAN & PROFILE
HICKORY, NORTH CAROLINA
RESOURCE CENTER HICKORY
AREA CODE 2730
REGIONAL
ENGINEER
PROJECT NUM EER 1151341 a,re
°.r�E„„r, s
MGR TECH
RECBSTD
DRAWING BY JKC
CHECKER INITIALS MAY a
urwe iMnus
PRINCIPAL
ENGINEER
SIGNATOR
REF. DWG(S)
SHEET 90 OF 121 DWG SCALE: AS SHOWN
DWG DATE 11130178 SUPERCEDED
DRAWING NUMBER REVISION
PNG- C - 011- 0001139 0
PNG-DISCIPLINE-RESOURCE CENTER -NUMBER

OWNERSHIP, FOOTAGE
LEGEND
onarnsEo.es. s*.nos ■ cw,�� E1
Qatar 1- — _ 13:
LU
aur �r[vrtn icHT I Q
.mores �.,�E oa
-s­NG 1—moo 0
0
f GRAPHIC SCALE (IN FEET)
1—h = 100 It
SHUT-OFF
0+" 21+00 2Z}00 23+00 14
PRELIMINARY
PROPRIETARY & CONFIDENTIAL ALL RIGHTS RESERVED • DO NOT SCALE THIS DRAWING' USE DIMENSIONS ONLY
PIEDMONT'S NATURAL GAS FACILITY DRAWINGS ARE CONSIDERED CONFIDENTIAL (OM -1095) - DRAWING IS CURRENT ONLY THROUGH THE LATEST REVISED DATE - TO INSURE THERE IS NO RISK OF
INAPPROPRIATE DISCLOSER ALL PREVIOUS PAPER COPIES OF THIS DRAWING MUST BE DESTROYED IN ACCORDANCE WITH RECORDS & INFO. MANAGEMENT (RIM) POLICY 1001
PLANS
NOTFOR
CONSTRUCTION
- _
APPROVALS
PLAN_
AREA CODE 2730 aie
4
HDD 15 - CATAWBA RIVER
ACCOUNTNUMBER
513
PROJCUMBER 11 4, °"TE
SEE PROFILE BELOW„
HDD NOTES:
DRAWING BY JKC
1100__
1. BORE LENGTH - 2,634.17 LF
PRINCIPAL
ENGINEER
2, CALCULATED APPROX
I
PULLBACK (STEEL) = 149,773
DRILL ENTRY
LBS
ear
1050 _ _ _— —� - 1
3. CALCULATED APPROX
STA 26+00.00
PULLBACK (MDPE) = 14,570
LBS
FERC PROJECT BOUNDARY OF LAKE HICKO
4, MDPE PIPE SPECIFICATION:
1000 RILL EXIT. EL 935
8.625" x .750 DR 11.5 PE2406
PIPE SIDE
STA -0+34.17 FERC P ECT BOUN Y OF LAKE ICKORY
5. STEEL CASING PIPE
can EX. GRAD EL 93 0 Iv_
SPECIFICATION: ERIN 16" X
.375 X65 AP15L DRL FBEIPC
950
6. ALL CONSTRUCTION
�m I� _ 242.5' - -- - - - 9
ACTIVITIES SHALL BE IN
_ —
\\
ACCORDANCE WITH LOCAL
_
142.10 LF� — — �{ / 526.72 LF
AND STATE ENVIRONMENTAL
12• — eat ®12°
REGULATIONS.
.m — —
900
7. SEE SHEET 118 FOR
PC STA 1+07. STA 20+ 3.28
GEOTECH BORE ADD -03.
ELEV. 92225 ELEV.:922
8. SEE SHEET 119 FOR
332.66 LF'.
Rc = 1.600' STA 4+40. PROP. B' MDPE PIPE 1,300.03 LF
GEOTECH BORE H-15.
PC TA 17+40. LF
WITH 8• STEEL CASING ',. '.
B50 LEV. = 987.211 00- _ _ - E EV. =887.28 Rc = .800'
9. CONTRACTOR SHALL INSTALL
--- 6
8" MDPE PIPE IN 16" STEEL
CASING PIPE WITH PIPE
LU
ROLLERS SPECIFIED BY PNG
LU
10. CASING PIPE SHALL BE
�
Soo
COATED AND TESTED PER
a
6
_1+00 0+00 1+00 2+00 3+00 4+00 5+00 6+00 7+00 8+00 9+00 10+00 12+00 13+00
PING STANDARD IN THE
11+00 14+00 15+00 16+00 17+00 18+00 19+00 20+00 21+00 22+00 23+00 24+00 25+00 26+00 27+00
EVENT OF FAILURE FOR THE
Station
MDPE PULL BACK.
11. CASING PIPE SHALL EXTEND
AS FAR AS NECESSARY TO
ALLOW RADIAL BENDING OF
THE PLASTIC PIPE BACK TO 3'
COVER.
PROFILE
PRELIMINARY
PROPRIETARY & CONFIDENTIAL ALL RIGHTS RESERVED • DO NOT SCALE THIS DRAWING' USE DIMENSIONS ONLY
PIEDMONT'S NATURAL GAS FACILITY DRAWINGS ARE CONSIDERED CONFIDENTIAL (OM -1095) - DRAWING IS CURRENT ONLY THROUGH THE LATEST REVISED DATE - TO INSURE THERE IS NO RISK OF
INAPPROPRIATE DISCLOSER ALL PREVIOUS PAPER COPIES OF THIS DRAWING MUST BE DESTROYED IN ACCORDANCE WITH RECORDS & INFO. MANAGEMENT (RIM) POLICY 1001
PLANS
NOTFOR
CONSTRUCTION
NO DATE REVISIONS) DESCRIPTION BY CHK APPD DESCRIPTION
APPROVALS
PIedR10r1t LINE D RELOCATION
r� Natural Gas HDD PLAN & PROFILE
HICKORY NORTH CAROLINA
LOPYRIGHT 2014 OFFICEPIEDMONTPIEDMONTR OW AS CORP. DRIVE
CORP. OFFICE 4720 PIEDMONT ROW DRIVE RESOURCE CENTER HICKORY
CHARLOTTE, INC 28210
AREA CODE 2730 aie
REGIONAL
ENGINEER
ACCOUNTNUMBER
513
PROJCUMBER 11 4, °"TE
„,�E,,,, a
MGR TECH
RECBSTD
DRAWING BY JKC
CHECKER INITIALS MAY a
""TSE ' '^�
PRINCIPAL
ENGINEER
SIGNATOR
1 • = 100' HORIZONTAL
1• = 50' VERTICAL
SHEET 92 OF 121 JDWG SCALE: AS SHOWN
DWG DATE 11130116 SUPERCEDED
DRAWING NUMBER REVISION
PNG- C - 011 - 0001141 0
PNG-DISCIPUNE-RESOURCE CENTER -NUMBER

OWNERSHIP, FOOTAGE
LEGEND
ERCEarEo.Esr s<.nw ■ �wRI.EI
*E�aauRv waxxsE.cE m�s�
Eais*ixc arcx.mE
w
-111 —E
1
E aS
Q
w —
CL
wx.EA I.E,ER 0
srae. m�E• nnl
E.�r�xU�RUxRaU •,.,
HDD NOTES:
1. BORE LENGTH = 1,038 LF
2. CALCULATEDAPPROX
PULLBACK = 5,003 LBS
3. MDPE PIPE SPECIFICATION.
8.625" x.750 DR 11.5 PE2406
4, ALL CONSTRUCTION ACTIVITIES
SHALL BE IN ACCORDANCE
WITH LOCAL AND STATE
ENVIRONMENTAL
REGULATIONS.
5. SEE SHEET 120 FOR GEOTECH
BORE H-24.
0
0
a
I
PRELIMINARY
I PLANS NO DATE
I
NOT FOR
CONSTRUCTION
t
1050-
r-
0
050 -
CO
1000 -
U
W
950-
925-
DRILL
50925
�nz
GRAPHIC SCALE (IN FEET/
i mcn = So rc—__...__-
DRILL EXIJ-
10
+1/f 00
-1050 1
-1000 1
950
925
1+00 0+00 1+00 2+00 3+00 4+00 5+00 6+00 7+00 8+00 9+00 10+00 11+00 12+00
Station
PROFILE
1" = 50' HORIZONTAL
1" - 20' VERTICAL
PROPRIETARY& CONFIDENTIAL ALL RIGHTS RESERVED" DO NOT SCALE THIS DRAWING• USE DIMENSIONS ONLY REF. DWG(S)
PIEDMONT'S NATURAL GAS FACILITY DRAWINGS ARE CONSIDERED CONFIDENTIAL (OM -1095) • DRAWING IS CURRENT ONLY THROUGH THE LATEST REVISED DATE " TO INSURE THERE IS NO RISK OF
INAPPROPRIATE DISCLOSER ALL PREVIOUS PAPER COPIES OF THIS DRAWING MUST BE DESTROYED IN ACCORDANCE WITH RECORDS & INFO. MANAGEMENT (RIM) POLICY 1001
REASION(S) DESCRIPTION BY CHK APPD DESCRIPTION APPROVALS SHEET 93 OF 121 DWG SCALE: AS SHOWN
AREA CODE 2730 TE URE,'aT'1Ls REGI— ral ONAL LINE D RELOCATION
ACCOUNT NUMBER Piedmont DWG DATE 11/30/16 10700 ENGINEER SUPERCEDED
PROJECT NUMBER 1151341 TE —URE, —S MGR TECH Natural Gas HDD PLAN & PROFILE DRAWING NUMBER REVISION
DRAWING BY JKC RECBSTD x�* HICKORY NORTH CAROLINA
CHECKER INITIALS MAY E RE In iws COPYRIGHT PIEDMONT NATURAL GAS CORP. 1 PNG- C --oil- 0001142 O
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PRINCIPAL CORP. OFFICE 4720 PIEDMONT ROW DRIVE
SIGNATOR ENGINEER CHARLOTTE, INC 28210 RESOURCE CENTER HICKORY PNGDISCIPUNE-RESOURCE CENTER -NUMBER
w
w —
DRILL E TRY
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0
--
_� __
7,g
STA 0+50.00
IL
0L
w
EXIT
w
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PIPE SIDE
STA 10+88.02
/
\
9'
I
265
74 LF --'X
@ 10'
12'
\
10.0'
PC STA 3+15.74
%
\
ELEV. = 974.04
J
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=
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PT
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0 LF
PC STA 4+84.32
E
. = 965.25 1@0*
ELEV. = 965.2
-1050 1
-1000 1
950
925
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Station
PROFILE
1" = 50' HORIZONTAL
1" - 20' VERTICAL
PROPRIETARY& CONFIDENTIAL ALL RIGHTS RESERVED" DO NOT SCALE THIS DRAWING• USE DIMENSIONS ONLY REF. DWG(S)
PIEDMONT'S NATURAL GAS FACILITY DRAWINGS ARE CONSIDERED CONFIDENTIAL (OM -1095) • DRAWING IS CURRENT ONLY THROUGH THE LATEST REVISED DATE " TO INSURE THERE IS NO RISK OF
INAPPROPRIATE DISCLOSER ALL PREVIOUS PAPER COPIES OF THIS DRAWING MUST BE DESTROYED IN ACCORDANCE WITH RECORDS & INFO. MANAGEMENT (RIM) POLICY 1001
REASION(S) DESCRIPTION BY CHK APPD DESCRIPTION APPROVALS SHEET 93 OF 121 DWG SCALE: AS SHOWN
AREA CODE 2730 TE URE,'aT'1Ls REGI— ral ONAL LINE D RELOCATION
ACCOUNT NUMBER Piedmont DWG DATE 11/30/16 10700 ENGINEER SUPERCEDED
PROJECT NUMBER 1151341 TE —URE, —S MGR TECH Natural Gas HDD PLAN & PROFILE DRAWING NUMBER REVISION
DRAWING BY JKC RECBSTD x�* HICKORY NORTH CAROLINA
CHECKER INITIALS MAY E RE In iws COPYRIGHT PIEDMONT NATURAL GAS CORP. 1 PNG- C --oil- 0001142 O
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PRINCIPAL CORP. OFFICE 4720 PIEDMONT ROW DRIVE
SIGNATOR ENGINEER CHARLOTTE, INC 28210 RESOURCE CENTER HICKORY PNGDISCIPUNE-RESOURCE CENTER -NUMBER

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1, BORE LENGTH = 972.38 LF
2. CALCULATED APPROX
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3, MOPE PIPE SPECIFICATION:
8.625"x.750 DR 11.5 PE2406
I4. ALLCONSTRUCTION
ACTIVITIES SHALL BE IN
ACCORDANCE WITH LOCAL
AND STATE ENVIRONMENTAL
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1175
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NOT FOR
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1250
1200
1175
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Station
PROFILE
PROPRIETARY & CONFIDENTIAL ALL RIGHTS RESERVED' DO NOT SCALE THIS DRAWING' USE DIMENSIONS ONLY REF. DWG(S)
PIEDMONT'S NATURAL GAS FACILITY DRAWINGS ARE CONSIDERED CONFIDENTIAL (OM -10951' DRAWING IS CURRENT ONLY THROUGH THE LATEST REVISED DATE' TO INSURE THERE IS NO RISK OF
INAPPROPRIATE DISCLOSER ALL PREVIOUS PAPER COPIES OF THIS DRAWING MUST BE DESTROYED IN ACCORDANCE WITH RECORDS & INFO. MANAGEMENT (RIM( POLICY 1001
IY CHK APPDJ DESCRIPTION APPROVALS
AREA CODE 2730 E ""'°xe"""'"`a REGIONAL C� LINE D RELOCATION SHEET 94 OF 121 DWG SCALE: AS SHOWN
ACCOUNT NUMBER 10700 ENGINEER Pledmoflt DWG DATE 11/30116 SUPERCEDED
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MGR TECH
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GENERAL NOTES:
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1150 1150
.750 DR 11.5 PE2406
2, CONTRACTOR SHALL VERIFY
ALL EXISTING UTILITIES
BEFORE CONSTRUCTION
BEGINS.
3, ALL CONSTRUCTION
ACTIVITIES SHALL BE IN
ACCORDANCE WITH LOCAL
AND STATE ENVIRONMENTAL
REGULATIONS.
4. BORE PIT DIMENSIONS
1100 1100
SHOWN ARE FOR
RECOMMENDATION ONLY.
o D- a a a +
CONTRACTOR SHALL
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N w w w w
DETERMINE SIZE AND
N
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0
100' BORE 10' X 50'
I
c
a
f
1000 �- i I }� 1000
i
-1+00 0+00 1+00 2+00 2+50
Station
i
PROFILE
i'• = 517HORIZONTALr
= 21Y VERTICAL
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REF. DWG(S)
„.-
PIEDMONT'S NATURAL GAS FACILITY DRAWINGS ARE CONSIDERED CONFIDENTIAL (OM -1095) - DRAWING IS CURRENT ONLY THROUGH THE LATEST REVISED DATE' TO INSURE THERE IS NO RISK OF
,.INAPPROPRIATE
DISCLOSER ALL
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f goDATE
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MAY PRINCIPAL OFFICE
HICKORY NORTH CAROLINA
I
PNG- C-011- 0001144 0
SIGNATOR
CORP. 4720 PIEDMONT ROW DRIVE
ENGINEER CHARLOTTE, NC 2&210
RESOURCE CENTER HICKORY
PNG-DISCIPLINE-RESOURCECENTER-NUMBER

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GENERAL NOTES.
1. PIPE SPECIFICATION: 8.625"x
1100
1100
.750 DR 11.5 PE2406
2. CONTRACTOR SHALL VERIFY
ALL EXISTING UTILITIES
BEFORE CONSTRUCTION
BEGINS.
3. ALL CONSTRUCTION
ACTIVITIES SHALL BE IN
ACCORDANCE WITH LOCAL
AND STATE ENVIRONMENTAL
REGULATIONS.
_
4. BORE PIT DIMENSIONS
SHOWN ARE FOR
1050 -
- 1050
RECOMMENDATION ONLY.
CONTRACTOR SHALL
DETERMINE SIZE AND
EXCAVATE ANY BORE PITS
w if
AS NECESSARY TO
FACILITATE A SAFE
C
O
Q m
1. 3 LL o
WORKING ENVIRONMENT.
16
'
5. SEE SHEET 118 FOR
N
< 0_ N d N d n
Ww
GEOTECH BORE C-08.
LU
N W W W
uaHi
rn
7 �
a
J
1000 -
10.0' 10.0'
1000
o_
I
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10'X 20'
LAUNCHING PIT
10' X 50'
i
PROP. 8" MDPE PIPE
}
126' BORE
i
950
950
y
-2+00 -1+00 0+00
1+00 2+00 3+00
4+00 5+00
Station
PROFILE
50' HORIZONTAL
1' = 20' VERTICAL
I
PROPRIETARY &CONFIDENTIAL ALL RIGHTS RESERVED' DO NOT SCALE THIS DRAWING' USE DIMENSIONS ONLY
REF. DWG(S)
,^..
CA
PIEDMONT'S NATURAL GAS FACILITY DRAWINGS ARE CONSIDERED CONFIDENTIAL (OM -1095) -
DRAWING IS CURRENT ONLY THROUGH THE LATEST REVISED DATE' TO INSURE THERE IS NO RISK OF
} ;•` H
INAPPROPRIATE DISCLOSER ALL PREVIOUS PAPER COPIES OF THIS DRAWING MUST
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2 NO
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0
DATE REVISION(S) DESCRIPTION
BY CHK APPD DESCRIPTION
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ACCOUNT NUMBER 10700
- APPROVALS
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SHEET 96 OF 121 DWG SCALE: AS SHOWN
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DATE 11/30/18 SUPERCEDED
C (i •. 1'G I N J ��
PROJECT NUMBER 1151341""T*""T"`a
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INITIALS MAY
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— 1 COPYRIGHT 2011%EDMONTNATURALGASCORP.
PRINCIPAL
t
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n
_ CHECKER
SIGNATUR
CORP. OFFICE 4720 PIEDMONT ROW DRIVE
ENGINEER CHARLOTTE, NC 28210
RESOURCE CENTER HICKORY
PNGDISCIPLINE-RESOURCE CENTER -NUMBER

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LEGEND
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GENERAL NOTES:
1. PIPE SPECIFICATION: 8.625" x
.750 DR 11.5 PE2406
2. CONTRACTOR SHALL VERIFY
ALL EXISTING UTILITIES
BEFORE CONSTRUCTION
BEGINS.
3. ALL CONSTRUCTION
ACTIVITIES SHALL BE IN
ACCORDANCE WITH LOCAL
AND STATE ENVIRONMENTAL
REGULATIONS.
4. BORE PIT DIMENSIONS
SHOWN ARE FOR
RECOMMENDATION ONLY.
CONTRACTOR SHALL
DETERMINE SIZE AND
EXCAVATE ANY BORE PITS
AS NECESSARY TO
FACILITATE A SAFE
WORKING ENVIRONMENT.
5. SEE SHEET 118 FOR
GEOTECH BORE C-11
w
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a
CA
GQ-. S NO DATE
I 0 8
9
1200
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y
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I
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M
r-1200
PLAN
C 11 - POOVEYS GROVE CHURCH RD
SEE PROFILE BELOW
PROFILE
50' HORIZONTAL
20' VERTICAL
REF. DWG(S)
SHEET 98 OF 121 DWG SCALE: AS SHOWN
DWG DATE 11/30/16 I SUPERCEDED
DRAWING NUMBER REVISION
PNG- C - 011- 0001147 , 0
PNG-DISCIPUNE-RESOURCE CENTER -NUMBER
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51' BORE
1050
— -- �T—
- 1050
-2+00
-1+00 0+00
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4+00
Station
PROPRIETARY & CONFIDENTIAL ALL RIGHTS RESERVED • DO NOT SCALE THIS DRAWING •USE DIMENSIONS ONLY
PIEDMONT'S NATURAL GAS FACILITY DRAWINGS ARE CONSIDERED CONFIDENTIAL (OM -1095) • DRAWING IS CURRENT ONLY THROUGH THE LATEST REVISED DATE • TO INSURE THERE IS NO RISK OF
INAPPROPRIATE DISCLOSER ALL PREVIOUS PAPER COPIES OF THIS DRAWING MUST BE DESTROYED IN ACCORDANCE WITH RECORDS & INFO. MANAGEMENT (RIM) POLICY 1001
REVISION(S)DESCPoPTION BY CHK APPD DESCPoPTION_ APPROVALS
_
AREA CODE
2730 —E »"TIRE' "TAIS - REGIONAL
A,\
LINE
LINE D RELOCATION
NUMBER
PROJECT NUMBER
10700 ENGINEER
1151341 —E """*E"" "� -MGR T-
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BORE PLAN & PROFILE
DRAWING BY
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HICKORY NORTH
CHECKER INITIALS
MAY oArt wswe/Iw ws —
COPYRIGHT 2014 PIEDMONT NATURAL GAS CORP.
CAROLINA
--
SIGNATOR
PRINCIPAL
ENGINEER
CORP. OFFICE 4720 PIEDMONT ROW DRIVE
CHARLOTTE, NC 28210
RESOURCE CENTER HICKORY
PLAN
C 11 - POOVEYS GROVE CHURCH RD
SEE PROFILE BELOW
PROFILE
50' HORIZONTAL
20' VERTICAL
REF. DWG(S)
SHEET 98 OF 121 DWG SCALE: AS SHOWN
DWG DATE 11/30/16 I SUPERCEDED
DRAWING NUMBER REVISION
PNG- C - 011- 0001147 , 0
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GENERAL NOTES:
1. PIPE SPECIFICATION: 8.625"
x
1150
1150
.750 DR 11.5 PE2406
2. CONTRACTOR SHALL VERIFY
ALL EXISTING UTILITIES
BEFORE CONSTRUCTION
BEGINS.
2
3. ALL CONSTRUCTION
O
ACTIVITIES SHALL BE IN
If
u
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-
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m
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1100
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C
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p
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p
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LAUNCHING PIT
1050
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1050
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p
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140' BORE
-
cr
D-
1000 -
1000
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2+00 3+00
4+00 5+00
Station
PROFILE
1" = 50' HORIZONTAL
1"= 20' VERTICAL
PROPRIETARY & CONFIDENTIAL ALL RIGHTS RESERVED • DO NOT SCALE THIS DRAWING • USE DIMENSIONS ONLY
REF. DWG(S)
PIEDMONT'S
NATURAL GAS FACILITY DRAWINGS
ARE CONSIDERED CONFIDENTIAL (OM -10S5)' DRAWING IS CURRENT
ONLY THROUGH THE LATEST REVISED DATE' TO INSURE THERE IS NO RISK
OF
,�A O�"',,
S /
INAPPROPRIATE DISCLOSER
ALL PREVIOUS PAPER COPIES OF THIS DRAWING MUST BE DESTROYED IN
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Z NO
DATE
REMSIONIS)
DESCRIPTION
BY CHH
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COPYRIGHT 2014 PIEDMONT NATURAL GAS CORP.
HICKORY NORTH CAROLINA
PNG- C
-
CHECKER INITIALS
SIGNATURE
MAY PRINCIPAL
ENGINEER
CORP. OFFICE 4720 PIEDMONT ROW DRIVE
CHARLOTTE, NC 28210
RESOURCE CENTER HICKORY
- 011 - 0001148 0
PNG-DISCIPLINE-RESOURCE CENTER -NUMBER

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GENERAL NOTES.
1250—
- 1250
1. PIPE SPECIFICATION: 8.625" x
.750 DR 11.5 PE2405
-
-
2. CONTRACTOR SHALL VERIFY
ALL EXISTING UTILITIES
-
BEFORE CONSTRUCTION
BEGINS.
3. ALL CONSTRUCTION
W
SHALL BE IN
d d
ACTIVITIES
W
ACCORDANCE WITH LOCAL
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LU w
AND STATE ENVIRONMENTAL
to
REGULATIONS.
w
m
1200
v; LU a N 1200
4. BORE PIT DIMENSIONS
SHOWN ARE FOR
Q 4
RECOMMENDATION ONLY.CONTRACTOR
SHALL
C
DETERMINE SIZE AND
O
EXCAVATE ANY BORE PITS
--
AS NECESSARY TO
(11
__L_ - -
FACILITATE A SAFE
N
10.0'
WORKING ENVIRONMENT.
Uj
1'
5. SEE SHEET 118 FOR
(
GEOTECH BORE 618 AND
-
619
RECEIVING PIT LAUNCHING PIT
1150
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PROP. 8" MDPE PIPE
0
78' BORE
0
a
1100--
1100
-2+00
_1+00 0+00 1+00 2+00 3+00 4+00
Station
PROFILE
1' = 50' HORIZONTAL
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PROPRIETARY & CONFIDENTIAL ALL RIGHTS RESERVEDDO NOT SCALE THIS DRAWING' USE DIMENSIONS ONLY
REF. DWG(S)
PIEDMONT'S NATURAL GAS FACILITY DRAWINGS ARE CONSIDERED CONFIDENTIAL (OM -1095) -DRAWING IS CURRENT ONLY THROUGH THE LATEST REVISED DATE -TO INSURE THERE IS NO RISK OF
CA
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INAPPROPRIATE DISCLOSER
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O?• 9 NO
0
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SIGNATURE
PRINCIPAL CORP. OFFICE 4720 PIEDMONT ROW DRIVE RESOURCE CENTER HICKORY
ENGINEER CHARLOTTE, NC 28210
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ACTIVITIES SHALL BE IN
ACCORDANCE WITH LOCAL
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PIEDMONT'S NATURAL GAS FACILITY DRAWINGS ARE CONSIDERED CONFIDENTIAL (OM -1095) - DRAWING IS CURRENT ONLY THROUGH THE LATEST REVISED DATE • TO INSURE THERE IS NO RISK OF
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a
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1050
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Station
PROFILE
1' = 50' HORIZONTAL
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PROPRIETARY 8 CONFIDENTIAL ALL RIGHTS RESERVED' DO NOT SCALE THIS DRAWING' USE DIMENSIONS ONLY
REF. DWG(S)
NGS ARE CONSIDERED IDENTIAL (OM -1095) - WING S CURRENT ONLY THE LATEST
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BEGINS.
3. ALL CONSTRUCTION
ACTIVITIES SHALL BE IN
ACCORDANCE WITH LOCAL
AND STATE ENVIRONMENTAL
REGULATIONS.
4. BORE PIT DIMENSIONS
SHOWN ARE FOR
RECOMMENDATION ONLY.
CONTRACTOR SHALL
DETERMINE SIZE AND
EXCAVATE ANY BORE PITS
AS NECESSARY TO
FACILITATE A SAFE
WORKING ENVIRONMENT.
5. SEE SHEET 118 FOR
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PIEDMONT'S NATURAL GAS FACILITY DRAWINGS ARE CONSIDERED CONFIDENTIAL (OM -1095)' DRAWING IS CURRENT ONLY THROUGH THE LATEST REVISED DATE - TO INSURE THERE IS NO RISK OF
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PROPRIETARY & CONFIDENTIAL ALL RIGHTS RESERVED • DO NOT SCALE THIS DRAWING • USE DIMENSIONS ONLY
REF. DWG(S)
PIEDMONT'S
NATURAL GAS FACILITY DRAWINGS ARE CONSIDERED CONFIDENTIAL (OM -1095) - DRAWING IS CURRENT ONLY THROUGH THE LATEST REVISED DATE • TO INSURE THERE IS NO RISK
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1100
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Station
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PROPRIETARY & CONFIDENTIAL ALL RIGHTS RESERVED • DO NOT SCALE THIS DRAWING • USE DIMENSIONS ONLY
REF. DWG(S)
PIEDMONT'S
NATURAL GAS FACILITY DRAWINGS ARE CONSIDERED CONFIDENTIAL (OM -1095) • DRAWING IS CURRENT ONLY THROUGH THE LATEST REVISED DATE • TO INSURE THERE IS NO RISK OF
S
INAPPROPRIATE DISCLOSER ALL
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PRINCIPAL CORP. OFFICE 4720 PIEDMONT ROW DRIVE
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ALL EXISTING UTILITIES
BEFORE CONSTRUCTION
BEGINS.
3. ALL CONSTRUCTION
ACTIVITIES SHALL BE IN
ACCORDANCE WITH LOCAL
AND STATE ENVIRONMENTAL
REGULATIONS.
4, BORE PIT DIMENSIONS
SHOWN ARE FOR
RECOMMENDATION ONLY.
CONTRACTOR SHALL
DETERMINE SIZE AND
EXCAVATE ANY BORE PITS
AS NECESSARY TO
FACILITATE A SAFE
WORKING ENVIRONMENT.
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Station
PROPRIETARY & CONFIDENTIAL ALL RIGHTS RESERVED • DO NOT SCALE THIS DRAWING • USE DIMENSIONS ONLY
PIEDMONT'S NATURAL GAS FACILITY DRAWINGS ARE CONSIDERED CONFIDENTIAL IONIA 095) • DRAWING IS CURRENT ONLY THROUGH THE LATEST REVISED DATE' TO INSURE THERE IS NO RISK OF
INAPPROPRIATE DISCLOSER ALL PREVIOUS PAPER COPIES OF THIS DRAWING MUST BE DESTROYED IN ACCORDANCE WITH RECORDS & INFO. MANAGEMENT (RIM) POLICY 1001
BY CHK APPD DESCRIPTION APPROVALSLINE
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COPYRIGHT 2014PIEOMONTNATURALGASCORP.
HICKORY NORTH CAROLINA
CHECKER INITIALS MAY a �SG?unsrinmus
PRINCIPAL
CORP.OFfICE4720PIEDMONTROW DRIVE
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DING DATE 11/30/18 1 SUPERCEDED
DRAWING NUMBER REWSION
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BEGINS.
3. ALL CONSTRUCTION
ACTIVITIES SHALL BE IN
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AND STATE ENVIRONMENTAL
REGULATIONS.
4. BORE PIT DIMENSIONS
SHOWN ARE FOR
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SHALL BE LOCATED WITHIN 2000 LF OF THE CROSSING.
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3
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Station -
PROFILE
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PIEDMONT'S NATURAL GAS FACILITY DRAWINGS ARE CONSIDERED CONFIDENTIAL (OM -1095)" DRAWING IS CURRENT ONLY THROUGH THE LATEST REVISED DATE' TO INSURE THERE IS NO RISK OF
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DATE 11I30A6 SUPERCEDED
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MAY
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j ENGINEER
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4.
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SHOWN ARE FOR
RECOMMENDATION ONLY.
CONTRACTOR SHALL
DETERMINE SIZE AND
EXCAVATE ANYBORE PITS
AS NECESSARY TO
FACILITATE A SAFE
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SEE SHEET 119 FOR
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PIEDMONT'S NATURAL GAS FACILITY DRAWINGS ARE CONSIDERED CONFIDENTIAL (OM -1095) -DRAWING IS CURRENT ONLY THROUGH THE LATEST REVISED DATE • TO INSURE THERE IS NO RISK OF
INAPPROPRIATE DISCLOSER ALL PREVIOUS PAPER COPIES OF THIS DRAWING MUST BE DESTROYED IN ACCORDANCE LATH RECORDS &INFO. MANAGEMENT (RIM) POLICY 1001
BY CHK APPD DESCRIPTION I APPROVALS
GRAPHIC SCALLS IN FEETI
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CALDWELL COUNTY RAILROAD NOTES:
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10700
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COPYRIGHT 2014 PIEDMONT NATURAL GAS
HICKORY NORTH CAROLINA
INITIALS ;
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1
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RESOURCE CENTER HICKORY
PROFILE
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REF. DWG(S)
SHEET 109 OF 121 'DWG SCALE: AS SHOWN
DWG DATE 11I3N18 SUPERCEDED
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REF. DWG(S)
PIEDMONT'S
NATURAL GAS FACILITY DRAWINGS ARE CONSIDERED CONFIDENTIAL (OM -1095) - DRAWING IS CURRENT
ONLY THROUGH THE LATEST REVISED DATE -TO INSURE THERE IS NO RISK OF
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SIGNATURE
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ENGINEER'
CORP. OFFICE 4720 PIEDMONT ROW DRIVE
CHARLOTTE. NC 28210
RESOURCE CENTER HICKORY
--.—_- --.--. -
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PIEDMONT'S NATURAL GAS FACILITY DRAWINGS ARE CONSIDERED CONFIDENTIAL (OM -1095) • DRAWING IS CURRENT ONLY THROUGH THE LATEST REVISED DATE • TO INSURE THERE IS NO RISK OF
REF. DWG(S)
,CA
INAPPROPRIATE DISCLOSER
ALL PREVIOUS PAPER COPIES OF THIS DRAIMNG MUST BE DESTROYED
IN
ACCORDANCE WITH RECORDS & INFO. MANAGEMENT (RIM) POLICY 1001
OQ.' T
• 0 98
NO
DATE REVISION(S) DESCRIPTION Uv CHK APPD' DESCRIPTION APPROVALS
-- ---- -- AREA coDE 2730 ATE E, », x E - REGIONAL Piedmont LINE D R E L O CAT I O N
ACCOUNT NUMBER' 10700 ENGINEER
SHEET 111 OF 121 'DWG SCALE: AS SHOWN
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DWG DATE 11/30/16 SUPERCEDED
' p'.,•1'GIN J
PROJECT NUMBER
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COPYRIGHT 2011 HICKORY, NORTH CAROLINA
DRAWING NUMBER REVISION
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SIGNATOR
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MAY
PRINCIPAL
PIEDMONT NATURAL GAS CORP.
CORP. OFFICE 4720 PIEDMONT ROW DRIVE RESOURCE CENTER HICKORY
PNG- C _ 011 _ 0001160 0
ENGINEER
CHARLOTTE, NC 28210
PNGDISCIPUNE-RESOURCE CENTER -NUMBER

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REF. DWG(S)
CA
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tY. 7
INAPPROPRIATE DISCLOSER ALL PREVIOUS PAPER COPIES
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(RIM) POLICY 1001
' GQ-. .2.y
NO
DATE
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rail
LINE D RELOCATION
SHEET 112 OF 121 DWG SCALE: AS
DWG DATE 11/30/16 SUPERCEDED
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PROJECT NUMBER 1151341 1— -
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BORE PLAN & PROFILE
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'ATE
CHECKER INITIALS
MGR TECH
�s REC 85TD COPYRIGHT 2014 PIEDMONT NATURAL GAS CORP.
�/
HICKORY, NORTH CAROLINA
DRAWINGNUM13ER
PNG- C 011 0001161
REVISION
MAY
SIGNATURE
PRINCIPAL CORP. OFFICE 4720 PIEDMONT ROW DRIVE
ENGINEER CHARLOTTE, NC 28210
,
RESOURCE CENTER HICKORY
- -
- - _
0
PNG-DISCIPLINE-RESOURCE CENTER-NUMBER

PROJECT DESCRIPTION
THIS EROSION AND SEDIMENTATION CONTROL PLAN WILL DISCUSS A PROPOSED PROJECT TO CONSTRUCT A NATURAL GAS PIPELINE FROM HICKORY, NC AND
ENDING NEAR LENOIR, NORTH CAROLINA. THE PROPOSED PROJECT WILL CONSTRUCT AN 8" GAS LINE APPROXIMATELY 16 MILES. BASED ON THE AREA OF
THE PERMANENT AND TEMPORARY EASEMENTS, THE DISTURBED AREA FOR THE PROJECT IS APPROXIMATELY 48 ACRES.
SITE DESCRIPTION
THE SITE IS COMPRISED OF VARIOUS TERRAINS, GRASSED AND WOODED AREAS, JURISDICTIONAL WATER CROSSINGS, EXISTING UTILITY EASEMENTS, AND
EXISTING ROAD RIGHT -OF -WAV IN CATAWBA, BURKE AND CALDWELL COUNTIES,
SCHEDULE
CONSTRUCTION OF THE PIPELINE IS SCHEDULED TO BEGIN DECEMBER 2016 AND BE COMPLETE BY NOVEMBER 2017.
PLANNED EROSION AND SEDIMENTATION CONTROL PRACTICES
• PERMANENT SEEDING AND MULCHING TO BE APPLIED TO DISTURBED AREAS AT THE END OF EACH WORK DAY FOLLOWING THE COMPLETION OF EACH
SECTION OF INSTALLATION AND PRIOR TO ANY RAIN EVENTS.
• SILT FENCE SHALL BE INSTALLED AT CRITICAL AREAS AS SPECIFIED BY THE NORTH CAROLINA EROSION AND SEDIMENT CONTROL PLANNING AND DESIGN
MANUAL.
• LIMITS OF DISTURBANCE SHALL BE LIMITED TO THE IMMEDIATE AREA AROUND THE GAS UNE. DISTURBANCE SHALL BE MINIMIZED AS MUCH AS POSSIBLE.
LIMITS OF DISTURBANCE IS SHOWN APPROXIMATELY 20' WIDE.
INLETS SHOWN ARE REPRESENTATIVE OF THEIR LOCATION. ALL INLETS THAT ARE DOWNHILL OF THE PROPOSED GAS LINE TRENCH ARE TO BE
PROTECTED EVEN IF NOT SHOWN ON THESE PLANS.
ADDITIONALLY, THE EROSION AND SEDIMENT CONTROL MEASURES FOR THIS PROJECT INVOLVE THE STRATEGIC PLACEMENT OF A VARIETY OF DEVICES,
INCLUDING:
1. TEMPORARY GRAVEL CONSTRUCTION ENTRANCE/EXIT - PRACTICE 6.06
TEMPORARY GRAVEL CONSTRUCTION ENTRANCE/ EXITS WILL BE PLACED AT VARIOUS POINTS ALONG THIS LINEAR PROJECT TO PROVIDE A BUFFER WHERE
VEHICLES CAN DROP THEIR MUD AND SEDIMENT TO AVOID TRANSPORTING IT ONTO PUBLIC ROADS, TO CONTROL EROSION FROM SURFACE RUNOFF, AND
TO HELP CONTROL DUST. THEY ARE DESIGNATED ON THE PLANS WITH A GRAVEL SYMBOL. WATER WILL BE SUPPLIED TO THE AREA SO THAT WHEELS CAN
BE CLEANED OF ADDITIONAL SEDIMENT.
2. TEMPORARY STREAM CROSSING - PRACTICE 6.70
TEMPORARY STREAM AND WETLAND CROSSINGS PROVIDE A WAY FOR CONSTRUCTION VEHICLES TO CROSS STREAMS WITHOUT MOVING SEDIMENT INTO
STREAMS, DAMAGING THE STREAMBED OR CAUSING FLOODING. TEMPORARY STREAM AND WETLAND CROSSINGS ARE PLANNED FOR THIS PROJECT.
3. SILT FENCE - PRACTICE 6.82
SILT (SEDIMENT) FENCE RETAINS SEDIMENT FROM SMALL DISTURBED AREAS BY REDUCING THE VELOCITY OF SHEET FLOWS TO ALLOW SEDIMENT
DEPOSITION. SILT FENCE IS TO BE PLACED AT THE EDGE OF THE EASEMENTS ALONG THE PROJECT. SILT FENCE IS NOT TO BE PLACED ACROSS STREAMS,
DITCHES, WATERWAYS OR WETLANDS. FOR THIS PROJECT, EROSION EELS MAY ALSO BE USED.
4. DEWATERING DEVICE/SEDIMENT FILTER BAG - CONCEPTS FROM PRACTICE 6.80
THE DEWATERING DEVICE AND SEDIMENT FILTER BAG ARE USED TO DETAIN SEDIMENT -LADEN RUNOFF TO ALLOW SEDIMENT TO SETTLE OUT OF WATER
BEFORE IT IS DISCHARGED. THESE STRUCTURES WILL BE USED TO ALLOW SEDIMENTS TO FILTER OUT OF WATER THAT HAS BEEN PUMPED OUT OF AN
AREA OR HAS BEEN USED FOR HYDROSTATIC TESTING. THESE STRUCTURES WILL BE PLACED AS NEEDED AND ARE NOT SHOWN ON THE PLANS. DEWATER
DEVICES AND SEDIMENT FILTER BAGS WILL NOT BE PLACED IN A STREAM.
5. ROLLED EROSION CONTROL PRODUCTS/TEMPORARY MATTING - PRACTICE 6.17
TEMPORARY MATTING WILL BE USED WHERE NECESSARY TO REDUCE SOIL EROSION AND ASSIST IN THE GROWTH, ESTABLISHMENT AND PROTECTION OF
VEGETATION.
THE PROPOSED CONSTRUCTION SCHEDULE IS:
1. OBTAIN PLAN APPROVAL AND PERMITS
2. HOLD PRE -CONSTRUCTION CONFERENCE
3. FLAG CONSTRUCTION LIMITS AND WETLAND
4. INSTALL EROSION CONTROL MEASURES, INCLUDING SILT FENCE/ EROSION EELS, CHECK DAMS, CONSTRUCTION ENTRANCES, AND TIMBER MATS.
5. BEGIN CLEARING OF PERMANENT AND TEMPORARY EASEMENTS.
S. REPLACE OR INSTALL REMAINING EROSION CONTROL MEASURES.
7. BEGIN INSTALLING PIPE AND CONSTRUCTION OF STATION SITES. REGULATOR STATION SITES SHOULD BE GRADED TO ENSURE THAT WATER DOES NOT
POND.
B. COMPLETED AREA SHOULD BE STABILIZED WITHIN THE TIMEFRAMES IN THE CHART BELOW.
9. ALL EROSION AND SEDIMENT CONTROL PRACTICES SHOULD BE INSPECTED WEEKLY AND AFTER RAINFALL EVENTS. NEEDED REPAIRS WILL BE MADE
IMMEDIATELY.
10. ALL DISTURBED AREA SHALL BE STABILIZED WITH SEED AND STRAW, HYDROSEEDING, OR SOD.
11. AFTER SITE IS STABILIZED, REMOVE ALL TEMPORARY MEASURES AND INSTALL PERMANENT VEGETATION ON THE DISTURBED AREAS.
12. ONCE CONSTRUCTION IS COMPLETE AND PROJECT IS PERMANENTLY STABILIZED, NOTIFY DENR INSPECTOR TO SCHEDULE CLOSE-OUT INSPECTIONS.
EROSION CONTROL DEVICE NOTES
1. ALL STREAM AND/OR WETLAND CROSSING LOCATIONS NOTED ON THE PLANS ARE APPROXIMATE.
2. ALL STREAM CROSSINGS WILL BE CONDUCTED BY BORE.
3. SEDIMENT FILTER BAG SHOULD BE USED WHEN WATER IS BEING PUMPED FROM THE TRENCH.
4. ANY FAILURE OF ANY EROSION CONTROL DEVICE TO FUNCTION AS INTENDED FOR ANY REASON SHALL BE REPORTED TO THE ENGINEER IMMEDIATELY.
5. ADDITIONAL EROSION CONTROL DEVICES SHALL BE INSTALLED IMMEDIATELY AFTER GROUND DISTURBANCE OCCURS. THE LOCATION OF SOME OF THE
EROSION CONTROL DEVICES MAY HAVE TO BE ALTERED FROM THAT SHOWN ON THE PLANS IF DRAINAGE PATTERNS DURING CONSTRUCTION ARE
DIFFERENT FROM THE FINAL PROPOSED DRAINAGE PATTERNS. IT IS THE CONTRACTOR'S RESPONSIBILITY TO ACCOMPLISH EROSION CONTROL FOR ALL
DRAINAGE PATTERNS CREATED AT VARIOUS STAGES DURING CONSTRUCTION.
6. CONSTRUCTION ENTRANCE LOCATIONS ARE SHOWN AT APPROXIMATE LOCATIONS. FINAL LOCATIONS W LL BE DETERMINED IN THE FIELD.
7. ALL TIMBER BRIDGESRWATS CROSSING STREAMS, WETLANDS, OR CONVEYANCES MUST BE CLEANED AT THE END OF THE DAY OR IMMEDIATELY AFTER
CROSSING IF SEDIMENT IS DEPOSITED BEFORE OR DURING A RAIN EVENT. SEDIMENT REMOVED FROM BRIDGES MUST BE PLACED IN A CONTAINED AREA
AWAY FROM JURISDICTIONAL WATERS OR DRAINAGE STRUCTURES.
S. EROSION EEL OR APPROVED EQUAL TRENCHLESS METHOD SHALL BE UTILIZED INSIDE WETLANDS IN PLACE OF SILT FENCE.
9. TREES IN WETLANDS INSIDE THE CORRIDOR MAY BE REMOVED TO GROUND LEVEL. GRUBBING OF STUMPS IN WETLANDS SHALL BE LIMITED TO THAT
NEEDED TO INSTALL THE PIPELINE.
10. STRIPPING TOPSOIL WTHIN WETLANDS ALONG THE UTILITY CORRIDOR IS NOT PERMITTED.
11.HYDROSEEDING OR CURLEX (OR APPROVED EQUAL) IS REQUIRED FOR FINAL STABILIZATION ON STEEP SLOPES OVER 3:1.
MAINTENANCE
1. ALL SEDIMENT AND EROSION CONTROL DEVICES INCLUDING PLANTED AREAS SHALL BE INSPECTED AT LEAST ONCE PER SEVEN CALENDAR DAYS AND
WITHIN 24 HOURS OF A RAINFALL EVENT GREATER THAN 0.5 INCH PER 24 HOUR PERIOD. DAMAGED OR INEFFECTIVE DEVICES SHALL BE REPAIRED OR
REPLACED AS NECESSARY BY THE END OF THE DAY.
2. CONSTRUCTION ROADS AND PARKING AREAS SHOULD BE INSPECTED PERIODICALLY FOR THE CONDITION OF SURFACE. TOPDRESS WITH NEW GRAVEL AS
NEEDED. CHECK ROAD DITCHES AND OTHER SEEDED AREAS FOR EROSION AND SEDIMENTATION AFTER RUNOFF -PRODUCING RAINS. MAINTAIN ALL
VEGETATION IN A HEALTHY, VIGOROUS CONDITION. SEDIMENT -PRODUCING AREAS SHOULD BE TREATED IMMEDIATELY.
3. TEMPORARY STREAM CROSSINGS SHOULD BE INSPECTED AFTER RUNOFF -PRODUCING RAINS TO CHECK FOR BLOCKAGE IN CHANNEL, EROSION OF
ABUTMENTS, CHANNEL SCOUR, RIPRAP DISPLACEMENT, OR PIPING. MAKE ALL REPAIRS IMMEDIATELY TO PREVENT FURTHER DAMAGE TO THE
INSTALLATION.
4. MAINTENANCE ON SILT FENCES, SHALL BE PERFORMED AS NEEDED. CAPTURED SOIL MATERIAL SHALL BE REMOVED WHEN 'BULGES* DEVELOP IN THE SILT
FENCE AND/OR WHEN EVIDENCE OF FILTER CLOGGING IS OBSERVED.
5. INSPECT DEWATERING DEVICES AND SEDIMENT TRAPS AFTER EACH USE AND EACH SIGNIFICANT RAINFALL EVENT AND MAKE NEEDED REPAIRS
IMMEDIATELY. REMOVE SEDIMENT AND RESTORE THE TRAP TO ITS ORIGINAL DIMENSIONS WHEN NEEDED. ROCK DISPLACED FROM THE SPILLWAY MUST
BE REPLACED IMMEDIATELY.
S. INSPECT ROLLED EROSION CONTROL PRODUCTS (RECP) AT LEAST WEEKLY AND AFTER EACH SIGNIFICANT (0.5" OR GREATER) RAIN FALL EVENT. MAKE
REPAIRS IMMEDIATELY. GOOD CONTACT NTH THE GROUND MUST BE MAINTAINED AND EROSION MUST NOT OCCUR BENEATH THE RECP. ANY AREAS OF
RECP THAT ARE DAMAGED OR NOT IN CLOSE CONTACT WITH THE GROUND SHALL BE REPAIRED AND STAPLED. IF EROSION OCCURS DUE TO PROPERLY
CONTROLLED DRAINAGE, THE PROBLEM SHALL BE FIXED AND THE ERODED AREA PROTECTED. MONITOR AND REPAIR THE RECP AS NECESSARY UNTIL
GROUND COVER IS ESTABLISHED.
OPEN TRENCHES ON STEEP SLOPES AS SOON AS POSSIBLE.
5. CONSTRUCTION ENTRANCES SHALL BE UTILIZED AT ALL INGRESS/EGRESS LOCATIONS FROM PUBLIC ROADS. CONTRACTOR SHALL TAKE NECESSARY
ACTION TO MINIMIZE THE TRANSPORT OF MATERIAL FROM THE CONSTRUCTION SITE ONTO R.O.W. PERIODIC TOP DRESSING WITH FRESH STONE MAY BE
REQUIRED. ALL MATERIALS SPILLED, DROPPED, WASHED, OR TRACKED FROM SITE TRAFFIC ONTO ROADWAYS OR INTO STORM DRAINS MUST BE REMOVED
IMMEDIATELY.
6. STREAM AND WETLANDS SHALL BE RETURNED TO ORIGINAL GRADE UPON COMPLETION OF CONSTRUCTION. TEMPORARY BRIDGES OR MATS SHALL BE
USED FOR ALL STREAM AND WETLAND EQUIPMENT CROSSINGS.
7. SILT FENCE SHALL BE INSTALLED ALONG STREAMS FOLLOWING PIPELINE INSTALLATION AND FINAL GRADING UNTIL THE AREA IS STABILIZED.
8. ADDITIONAL MEASURES MAY BE NECESSARY TO PROTECT AREA STREAMSANWOR WETLANDS.
9. THESE PLANS ARE FOR EROSION AND SEDIMENT CONTROL PURPOSES ONLY AND DO NOT APPLY TO CONSTRUCTION PURPOSES.
I O.IF A LOSS OF DRILLING MUD IS OBSERVED DURING THE BORING OF A STREAM CROSSING, WORK MUST BE IMMEDIATELY HALTED, AND ALL LOST
LUBRICANT/MUD MUST BE REMOVED FROM THE STREAM. THE FRACTURE HOLE WILL BE SEALED AND THE SITE WILL BE EVALUATED BEFORE CONTINUATION
OF BORING. REFERENCE THE HDD CONTINGENCY PLAN ON SHEET 115
11. CONTRACTOR SHALL MAINTAIN A MINIMUM VERTICAL CLEARANCE OF 24' BETWEEN THE PIPELINE AND ALL EXISTING AND PROPOSED UTILITIES.
I2.ANTISEEP COLLARS SHALL BE PLACED AT WETLAND BOUNDARIES AND AT 150 FEET (MINIMUM) INTERVALS BETWEEN THE BOUNDARIES (INSIDE THE
WETLAND).
13. ANY OFF-SITE BORROW AND WASTE REQUIRED FOR THE PROJECT MUST COME FROM A SITE HATH AN APPROVE EROSION CONTROL PLAN, A SITE
REGULATED UNDER THE MINING ACT OF 1971, OR A LAND FILL REGULATED BY THE DIVISION OF SOLID WASTE MANAGEMENT.
14.TRASH/ DEBRIS FROM DEMOLITION ACTIVITIES MUST BE DISPOSED OF AT A FACILITY REGULATED BY THE DIVISION OF SOLD WASTE MANAGEMENT.
STANDARDS
ALL EROSION AND SEDIMENT CONTROLS SHALL BE IN ACCORDANCE WITH THE NORTH CAROLINA EROSION AND SEDIMENT CONTROL PLANNING AND DESIGN
MANUAL, LATEST EDITION,
SOILS
CIS
CLIFFORD SANDY LOAM
CfC
CLIFFORD SANDY LOAM
CgC2
CLIFFORD SANDY CLAY LOAM
CnA
CODORUSLOAM
CsA
CODORUSLOAM
CVA
COLVARD SANDY LOAM
DaB2
DANRIPPLE SANDY CLAY LOAM
DaC2
DANRIPPLE SANDY CLAY LOAM
DcC2
DANRIPPLE-URBAN LAND COMPLEX
DoA
DAN RIVER-COMUS COMPLEX
FaB2
FAIRVIEW SANDY CLAY LOAM
FaC2
FAIRVIEW SANDY CLAY LOAM
FaD2
FAIRVIEW SANDY CLAY LOAM
Fee
FAIRVIEW-URBAN LAND COMPLEX
FeC2
FAIRVIEW-URBAN LAND COMPLEX
FCB
FAIRVIEW GRAVELLY FINE SANDY LOAM
FcC
FAIRVIEW GRAVELLY FINE SANDY LOAM
FdE2
FAIRVIEW SOILS
HwF
HIBRITEN-WOOLWINE COMPLEX
MOE
MEADOWFIELD-RHODHISS COMPLEX
PVC
POPULAR FOREST GRAVELLY SANDY LOAM
RhE
RHODHISS SANDY LOAM
Ud
UDORTHENTS
Uec
UDORTHENTS-URBAN LAND COMPLEX
UIC
URBAN LAND
UuB
URBAN LAND-UDORTHENTS COMPLEX
W
WATER
Woe
WOOLWNE-FAIRVIEW COMPLEX
WOC
WOOLWNE-FAIRVIEW COMPLEX
WoD
WOOLWINE-FAIRVIEW COMPLEX
WoD2
WOOLWINE-FAIRVIEW COMPLEX
WUB
WOOLWINE-FAIRVIEW URBAN LAND COMPLEX
WuC
WOOLWNE-FAIRVIEW URBAN LAND COMPLEX
WuD
WOOLWNE-FAIRVIEW URBAN LAND COMPLEX
WwF
WOOLWANE-FAIRVIEW-WESTFIELD COMPLEX
NO PAINT OR LIQUID WASTES IN STREAM OR STORM DRAINS
DE __
DEDICATED AREAS FOR DEMOLITION, CONSTRUCTION AND OTHER WASTE MUST BE LOCATED
50 FROM STORM DRAINS AND STREAMS UNLESS NO REASONABLE ALTERNATIVES AVAILABLE
EARTHEWMATERIAL STOCKPILES MUST BE LOCATED W FROM THE STORM DRAINS AND
STREAMS UNLESS NO REASONABLE ALTERNATIVES AVAILABLE
CONCRETE MATERIALS MUST BE CONTROLLED TO AVOID CONTACT WITH SURFACE NUTTERS,
WETLANDS, OR BUFFERS
DISCHARGES TO FEDERAILY4JSTEO WAITERS
REQUIREMENTS ARE THE SAME AS IN PREVIOUS PERMITS
THE PERMIT ALLOWS REDUCTION FROM THE 20 ACRE MINIMUM IF THE DIRECTOR OF DAN
DETERMINES THAT OTHER BMPS PROVIDE EQUIVALENT PROTECTION. {
I EARTHEN -MATERIAL STOCKPILES MUST BE LOCATED W FROM THE STORM DRAINS AND
STREAMS UNLESS NO REASONABLE ALTERNATIVES AVAILABLE
CONCRETE MATERIALS MUST BE CONTROLLED TO AVOID CONTACT WITH SURFACE WATERS,~
WETLANDS, OR BUFFERS
INSPECTION
SAME WEEKLY INSPECTION REQUIREMENTS
SAME RAIN GAUGE S INSPECTIONS AFTER 0 S RAIN EVENT
INSPECTIONS ARE ONLY REQUIRED DURING -NORMAL BUSINESS HOURS-.
INSPECTIONS REPORTS MUST BE AVAILABLE ONSITE DURING BUSINESS HOURS UNLESS A
SITE-SPECIFIC EXEMPTION IS APPROVED.
RECORDS MUST BE KEPT FOR 3 YEARS AND AVAILABLE UPON REQUEST.
ELECTRONICALLY -AVAILABLE RECORDS MAY BE SUBSTITUTED UNDER CERTAIN CONDITIONS.
IMPLEMENTATION OF NEW PERMIT CONDITId
PROJECTS PERMITTED UNDER THE PREVIOUS PERMIT CAN CONTINUE TO FOLLOW THE
PREVIOUSLY -PERMITTED CONDITIONS
COMPLETE APPUCATIONS RECEIVED PRIOR TO AUGUST 3, 2011 CAN FOLLOW CONDITIONS OF
APPROVED APPLICATIONS
APPLICATIONS RECEIVED AFTER AUGUST 2, 2011 MUST COMPLY WITH NEW PERMIT
coNDmoNs
CONDITIONS IN EROSION S SEDIMENTATION CONTROL PLANS
DESIGNATION ON THE PLANS WHERE THE 7 AND 14 -DAY GROUND STABILIZATION
I� REQUI REMENTS OF THE NPOES PERMIT APPLY
DESIGNATION ON THE PIANS WHERE BASINS THAT COMPLY WITH THE SURFACE-WATHDRAWL�
REQUIREMENTS OF THE NPDES PERMIT IS LOCATED
SEDIMENT BASINS
-11 ILL I 51 NOUN UHE5 MUST WITHDRAW FROM THE BASIN SURFACE UNLESS DRAINAGE AREA
IS LESS THAN 1 ACRE
USE ONLY DW QAPPROVED FLOCCULANTS
THE PERSON TO CONTACT SHOULD ANY EROSION AND SEDIMENT
CONTROL ISSUES ARISE DURING LAND -DISTURBING ACTIVITY:
MARK KILLIAN
PH: (828) 4614539
EMAIL: mark.killian@duke�nergy.com
GENERAL NOTES
GROUND STABILIZATION
SITE AREA DESCRIPTION
STABILIZATION TIME FRAME
I STAMUZATION TIME FRAME
_
EXCEPTION
PERIMETER DIKES, SWALES,
7 DAYS
NONE
DITCHES, AND SLOPES
HIGH QUALITY WATER 1.,
7 DAYS
NONE
ZONES
PROPRIETARY 8 CONFIDENTIAL ALL RIGHTS RESERVED • DO NOT SCALE THIS DRAWING' USE DIMENSIONS ONLY
SLOPES STEEPER THAN 3:1
7 DAYS
IF SLOPES ARE 19 OR LESS IN 1
,S'tN Off`
INAPPROPRIATE DISCLOSER ALL PREVIOUS PAPER COPIES OF THIS DRAWING MUST BE DESTROYED IN ACCORDANCE WITH RECORDS 8 INFO. MANAGEMENT (RIM) POLICY 1001
LENGTH ANDARE NOT
S 7 T
NO DATE REVISION(S) DESCRPTION BY CHK APPD. DESCRIPTION APPROVALS
STEEPER THAN Z"14 DAYS
_
H B:
ARE ALLOWED
SLOPES 3:1 OR FLATTER
14 DAYS
7 DAYS FOR SLOPES
a.E INA, REI ^ _
PROJECTNUMBER „s,3a,
MGR TECH Natural Gas
GREATER THAN 50 FEET IN
;tigF° df�3� X016
- °RAW'NGBY CAJ
LENGTH
ALL OTHER AREASTHAN
14 DAYS
NONE (ERS PT R
SLOPES FLATTER THAN 41
4
I NORTH CAROLINA
ANI"I
PERIMETERS AND HOW
SIGNATOR _
1
ZONES)
BUILDING WASTE NAW DLING
NO PAINT OR LIQUID WASTES IN STREAM OR STORM DRAINS
DE __
DEDICATED AREAS FOR DEMOLITION, CONSTRUCTION AND OTHER WASTE MUST BE LOCATED
50 FROM STORM DRAINS AND STREAMS UNLESS NO REASONABLE ALTERNATIVES AVAILABLE
EARTHEWMATERIAL STOCKPILES MUST BE LOCATED W FROM THE STORM DRAINS AND
STREAMS UNLESS NO REASONABLE ALTERNATIVES AVAILABLE
CONCRETE MATERIALS MUST BE CONTROLLED TO AVOID CONTACT WITH SURFACE NUTTERS,
WETLANDS, OR BUFFERS
DISCHARGES TO FEDERAILY4JSTEO WAITERS
REQUIREMENTS ARE THE SAME AS IN PREVIOUS PERMITS
THE PERMIT ALLOWS REDUCTION FROM THE 20 ACRE MINIMUM IF THE DIRECTOR OF DAN
DETERMINES THAT OTHER BMPS PROVIDE EQUIVALENT PROTECTION. {
I EARTHEN -MATERIAL STOCKPILES MUST BE LOCATED W FROM THE STORM DRAINS AND
STREAMS UNLESS NO REASONABLE ALTERNATIVES AVAILABLE
CONCRETE MATERIALS MUST BE CONTROLLED TO AVOID CONTACT WITH SURFACE WATERS,~
WETLANDS, OR BUFFERS
INSPECTION
SAME WEEKLY INSPECTION REQUIREMENTS
SAME RAIN GAUGE S INSPECTIONS AFTER 0 S RAIN EVENT
INSPECTIONS ARE ONLY REQUIRED DURING -NORMAL BUSINESS HOURS-.
INSPECTIONS REPORTS MUST BE AVAILABLE ONSITE DURING BUSINESS HOURS UNLESS A
SITE-SPECIFIC EXEMPTION IS APPROVED.
RECORDS MUST BE KEPT FOR 3 YEARS AND AVAILABLE UPON REQUEST.
ELECTRONICALLY -AVAILABLE RECORDS MAY BE SUBSTITUTED UNDER CERTAIN CONDITIONS.
IMPLEMENTATION OF NEW PERMIT CONDITId
PROJECTS PERMITTED UNDER THE PREVIOUS PERMIT CAN CONTINUE TO FOLLOW THE
PREVIOUSLY -PERMITTED CONDITIONS
COMPLETE APPUCATIONS RECEIVED PRIOR TO AUGUST 3, 2011 CAN FOLLOW CONDITIONS OF
APPROVED APPLICATIONS
APPLICATIONS RECEIVED AFTER AUGUST 2, 2011 MUST COMPLY WITH NEW PERMIT
coNDmoNs
CONDITIONS IN EROSION S SEDIMENTATION CONTROL PLANS
DESIGNATION ON THE PLANS WHERE THE 7 AND 14 -DAY GROUND STABILIZATION
I� REQUI REMENTS OF THE NPOES PERMIT APPLY
DESIGNATION ON THE PIANS WHERE BASINS THAT COMPLY WITH THE SURFACE-WATHDRAWL�
REQUIREMENTS OF THE NPDES PERMIT IS LOCATED
SEDIMENT BASINS
-11 ILL I 51 NOUN UHE5 MUST WITHDRAW FROM THE BASIN SURFACE UNLESS DRAINAGE AREA
IS LESS THAN 1 ACRE
USE ONLY DW QAPPROVED FLOCCULANTS
THE PERSON TO CONTACT SHOULD ANY EROSION AND SEDIMENT
CONTROL ISSUES ARISE DURING LAND -DISTURBING ACTIVITY:
MARK KILLIAN
PH: (828) 4614539
EMAIL: mark.killian@duke�nergy.com
GENERAL NOTES
1. THE CONTRACTOR IS RESPONSIBLE FOR IMPLEMENTATION AND MAINTENANCE OF ALL EROSION AND SEDIMENT CONTROL DEVICES.
2. ALL UNDERGROUND UTILITIES SHOULD BE LOCATED AND MARKED IN THE FIELD PRIOR TO COMMENCING CONSTRUCTION,
3. DISTURBED AREA SHALL BE STABILIZED AS SOON AS PRACTICALLY POSSIBLE FOR PORTIONS OF THE SITE WHERE CONSTRUCTION ACTIVITIES HAVE BEEN
COMPLETED. THESE AREAS SHALL BE STABILIZED NO LATER THAN 14 DAYS AFTER CONSTRUCTION HAS CEASED.
4. FILL, COVER, AND TEMPORARY STABILIZATION AT THE END OF EACH DAY IS RECOMMENDED WHERE PRACTICAL. IT IS IMPORTANT TO CLOSE AND STABILIZE
PROPRIETARY 8 CONFIDENTIAL ALL RIGHTS RESERVED • DO NOT SCALE THIS DRAWING' USE DIMENSIONS ONLY
CA
PIEDMONT'S NATURAL GAS FACILITY DRAWINGS ARE CONSIDERED CONFIDENTIAL (OM -1095) - DRAWING IS CURRENT ONLY THROUGH THE LATEST REVISED DATE • TO INSURE THERE IS NO RISK OF
,S'tN Off`
INAPPROPRIATE DISCLOSER ALL PREVIOUS PAPER COPIES OF THIS DRAWING MUST BE DESTROYED IN ACCORDANCE WITH RECORDS 8 INFO. MANAGEMENT (RIM) POLICY 1001
S 7 T
NO DATE REVISION(S) DESCRPTION BY CHK APPD. DESCRIPTION APPROVALS
_
H B:
__ . _. .. -
AREA CODE -URE1 INITIALS
2730
ACCOUNT NUMBER 10700 _ ' -
ENGINEER N' Piedmorrt
LINE D RELOCATION
2=
'" �"
a.E INA, REI ^ _
PROJECTNUMBER „s,3a,
MGR TECH Natural Gas
EPSC NOTES
;tigF° df�3� X016
- °RAW'NGBY CAJ
RECA6T°I HICKORY
TE �,TUREI NR L
CHECKER INITIALS MAY
COPYRIGHT2014PIEDMONT NATURAL GAS CORP.
PRINCIPAL '
I NORTH CAROLINA
SIGNATOR _
CORP. OF ICE 4720 CHARLOTTE, C 292 ROW DRIVE
ENGINEER CHARLOTTE, NC 29210
RESOURCE CENTER HICKORY
SHEET 113 OF 121 DWG SCALE: AS SHOWN
DWG DATE 11/30/16 SUPERCEDED
DRAW NG NUMBER
PNG- C - 011- 0001162,0
PNGDISCIPUNE-RESOURCE CENTER -NUMBER

TEMPORARY SEEDING
TO TEMPORARILY STABILIZE DISTURBED AREAS THAT WLL NOT BE BROUGHT TO FINAL GRADE FOR MORE THAN 7-14 CALENDAR
DAYS. TEMPORARY SEEDING PROVIDES PROTECTION FOR NO MORE THAN ONE YEAR, DURING WMICH TIME PERMANENT
STABILIZATION SHOULD BE INITIATED.
SEEDBED PREPARATION
LIMING -AN APPLICATION OF GROUNDAGRICULTURAL LIMESTONE ATTHE RATE OF 1-1.5 TON&ACRE ON COARSE-TEXTURED SOILS
AND 23 TONSIACRE ON FINE -TEXTURED SOILS IS USUALLY SUFFICIENT. APPLY LIMESTONE UNIFORMLY AND INCORPORATE INTO
THE TOP 46 INCHES OF SOIL. SOILS HATH A PH OF 6 OR HIGHER NEED NOT BE LIMED.
FERTILIZER -APPLY A 10-10-10 GRADE FERTILIZER AT 700.1,000 LB/ACRE. BOTH FERTILIZER AND LIME SHOULD BE INCORPORATED
INTO THE TOP 4-6 INCHES OF SOIL. IF A HYDRAULIC SEEDER IS USED, DO NOT MIX SEED AND FERTILIZER MORE THAN 30 MINUTES
BEFORE APPLICATION.
SURFACE ROUGHENING- IF RECENT TLUGE OPERATIONS HAVE RESULTED IN A LOOSE SURFACE, ADDITIONAL ROUGHENING MAY
NOT BE REQUIRED, EXCEPT TO BREAK UP LARGE CLODS. IF RAINFALL CAUSES THE SURFACE TO BECOME SEALED OR CRUSTED.
LOOSEN IT JUST PRIOR TO SEEDING BY DISKING, RAKING. HARROWING, OR OTHER SUITABLE METHODS. GROOVE OR FURROW
SLOPES STEEPER THAN 3'.1 ON THE CONTOUR BEFORE SEEDING.
SEEDING
EVENLY APPLY SEED USING A CYCLONE SEEDER (BROADCAST), DRILL, CULTIPACKER SEEDER OR HYDROSEEDER USING THE
SEEDING RATES BELOW. BROADCAST SEEDING AND HYDROSEEDING ARE APPROPRIATE FOR STEEP SLOPES MERE EQUIPMENT
CANNOT BE DRIVEN. HAND BROADCASTING IS NOT RECOMMENDED BECAUSE OF THE DIFFICULTY IN ACHIEVING UNIFORM
DISTRIBUTION.
SMALL GRAINS SHOULD BE PUNTED NO MORE THAN 1 INCH DEEP, AND GRASSES AND LEGUMES NO MORE THAN %INCH.
BROADCAST SEED MUST BE COVERED BY RAKING OR CHAIN DRAGGING, AND THEN LIGHTLY FIRMED WITH A ROLLER OR
CULTIPACKER. HYDROSEED MIXTURES SHOULD INCLUDE A WOOD FIBER (CELLULOSE) MULCH.
MULCH
SPREAD MULCH UNIFORMLY BY HAND OR WITH A MULCH BLOWER. WHEN SPREADING STRAW BY HAND, DIVIDE THE AREA TO BE
MULCHED INTO SECTIONS OF APPROXIMATELY 1,000 SQUARE FEET AND PLACE 7080 LB OF STRAW (1.5-2 BALES) IN EACH SECTION
TO FACILITATE UNIFORM DISTRIBUTION. AFTER SPREADING MULCH, NO MORE THAN 25% OF THE GROUND SURFACE SHOULD BE
VISIBLE. IN HYDROSEEDING OPERATIONS, A GREEN DYE, ADDED TO THE SLURRY, ASSURES UNIFORM APPLICATION.
MATS (EROSION CONTROL BLANKETS) INSTALLED IN ACCORDANCE WATH MANUFACTURERS INSTRUCTIONS MAY BE USED
INSTEAD OF STRAW
1MINTENANCE
REPAIR, RE -SEED, AND RE -FERTILIZE DAMAGED AREAS IMMEDIATELY.
SEEDING MU(TURE
SEEDING DATES SPECIES RATE (LBIACRE)
JAN 1 -MAY 1 RYE (GRAIN) 120
ANNUAL LESPEDEZA (KOBE) 50
-OMIT ANNUAL LESPEDEZA WHEN DURATION OF TEMPORARY COVER IS NOT TO EXTEND BEYOND JUNE.
MAY 1 -AUG 15 GERMAN OF
40
AUG 15 - DEC W RYE (GRAIN) 120
PERMAXENTSEEDNNG
AREAS TO BE STABILIZED WITH PERMANENT VEGETATION MUST BE SEEDED OR PUNTED WITHIN THE TIMEFRAMES FOUND IN THE
INC ENR DWG NPOES STORMWATER DISCHARGE PERMIT FOR CONSTRUCTION ACTIVITIES AFTER FINAL GRADE IS REACHED,
UNLESS TEMPORARY STABILIZATION IS APPLIED.
SEEDBED PREPARATION
PROPER SOIL PREPARATION IS NECESSARY FOR SUCCESSFUL SEED GERMINATION AND ROOT ESTABLISHMENT. ESTABLISHMENT
OF VEGETATION SHOULD NOT BE ATTEMPTED ON SITES THAT ARE UNSUITABLE DUE TO INAPPROPRIATE SOIL TEXTURE, POOR
DRAINAGE, CONCENTRATED OVERLAND FLOP/, OR STEEPNESS OF SLOPE UNTIL MEASURES HAVE BEEN TAKEN TO CORRECT
THESE PROBLEMS.
SOIL CONDITIONERS
INDRDER TO IMPROVE THE STRUCTURE OR DRAINAGE CHARACTERISTICS OF A SOIL. THE FOLLOING MATERIALS MAYBE ADDED.
THESE AMENDMENTS SHOULD ONLY BE NECESSARY WHERE SOILS HAVE LIMITATIONS THAT MAKE THEM POOR FOR PLANT
GROWTH OR FOR FINE TURF ESTABLISHMENT.
• PEAT - APPROPRIATE TYPES ARE SPHAGNUM MOSS PEAT, HYPNUM MOSS PEAT, REEDSEDGE PEAT, OR PEAT HUMUS. ALL
FROM FRESH -WATER SOURCES. PEAT SHOULD BE SHREDDED AND CONDITIONED IN STORAGE PILES FOR AT LEAST 6
MONTHS AFTER EXCAVATION.
• SAND- CLEAN AND FREE OF TOXIC MATERIALS.
• ROTTED MANURE - STABLE OR CATTLE MANURE NOT CONTAINING UNDUE AMOUNTS OF STRAW OR OTHER BEDDING
MATERIALS.
• THOROUGHLY ROTTED SAWDUST- FREE OF STONES AND DEBRIS. ADD 6 LB OF NITROGEN TO EACH CUBIC YARD.
• SLUDGE -TREATED SEWAGE AND INDUSTRIAL SLUDGES ARE AVAILABLE IN VARIOUS FORMS. THESE SHOULD BE USED
ONLY IN ACCORDANCE WITH LOCAL, STATE, AND FEDERAL REGULATIONS.
INSTALL NECESSARY MECHANICAL EROSION AND SEDIMENTATION CONTROL PRACTICES BEFORE SEEDING, AND COMPLETE
GRADING ACCORDING TO THE APPROVED PLAN.
LIME AND FERTILIZER
LIMING - AN APPLICATION OF GROUND AGRICULTURAL LIMESTONE AT THE RATE OF 1-1.5 TONSIACRE ON COARSE-TEXTURED SOILS
AND 23 TONSIACRE ON FINE -TEXTURED SOILS IS USUALLY SUFFICIENT. SOILS WITH A PH OF 6 OR HIGHER NEED NOT BE LIMED.
FERTILIZER -APPLY A 1010.10 GRADE FERTILIZER AT 7001,000 LBACRE. IF A HYDRAULIC SEEDER IS USED, DO NOT MIX SEED AND
FERTILIZER MORE THAN 30 MINUTES BEFORE APPLICATION.
APPLY LIME AND FERTILIZER EVENLY AND INCORPORATE INTO THE TOP 46 INCHES OF SOIL BY DISKING OR OTHER SUITABLE
MEANS. OPERATE MACHINERY ON THE CONTOUR. MEN USING A HYDROSEEDER, APPLY LIME AND FERTILIZER TO A ROUGH,
LOOSE SURFACE.
COMPLETE SEEDBED PREPARATION BY BREAKING UP LARGE CLODS AND RAKING INTO A SMOOTH, UNIFORM SURFACE (SLOPES
LESS THAN 3:1). FILL IN OR LEVEL DEPRESSIONS THAT CAN COLLECT WATER. BROADCAST SEED INTO A FRESHLY LOOSENED
SEEDBED THAT HAS NOT BEEN SEALED BY RAINFALL.
SEEDING
USE CERTIFIED SEED FOR PERMANENT SEEDING WHENEVER POSSIBLE. CERTIFIED SEED IS INSPECTED BY THE NORTH CAROLINA
CROP IMPROVEMENT ASSOCIATION. IT MEETS PUBLISHED NORTH CAROLINA STANDARDS AND SHOULD BEAR AN OFFICIAL
'CERTIFIED SEED LABEL. LABELING OF NON -CERTIFIED SEED IS ALSO REQUIRED BY LAW. LABELS CONTAIN IMPORTANT
INFORMATION ON SEED PURITY, GERMINATION, AND PRESENCE OF WEED SEEDS. SEED MUST MEET STATE STANDARDS FOR
CONTENT OF NOXIOUS WEEDS. DO NOT ACCEPT SEED CONTAINING'PROHIBITED- NOXIOUS WEED SEED.
APPLY SEED UNIFORMLY WITH A CYCLONE SEEDER, DROP -TYPE SPREADER DRILL, CULTIPACKER SEEDER, OR HYDROSEEDER ON
A FIRM, FRIABLE SEEDBED. WHEN USING A DRILL OR CULTIPACKER SEEDER, PLANT SMALL GRAINS NO MORE THAN 1 INCH DEEP,
GRASSES AND LEGUMES NO MORE THAN 1/1 INCH. EQUIPMENT SHOULD BE CALIBRATED IN THE FIELD FOR THE DESIRED SEEDING
RATE. MEN USING BROADCAST -SEEDING METHODS, SUBDIVIDE THE AREA INTO WORKABLE SECTIONS AND DETERMINE THE
AMOUNT OF SEED NEEDED FOR EACH SECTION. APPLY ONE44ALF THE SEED WHILE MOVING BACK AND FORTH ACROSS THE AREA,
(MING A UNIFORM PATTERN, THEN APPLY THE SECOND HALF IN THE SAME WAY, BUT MOVING AT RIGHT ANGLES TO THE FIRST
PASS.
HVDROSEEDING - SURFACE ROUGHENING IS PARTICULARLY IMPORTANT MEN HYDROSEEDING, AS A ROUGHENED SLOPE WILL
PROVIDE SOME NATURAL COVERAGE FOR LIME, FERTILIZER, AND SEED. THE SURFACE SHOULD NOT BE COMPACTED OR SMOOTH.
FINE SEEDBED PREPARATION IS NOT NECESSARY FOR HYDROSEEDING OPERATIONS: LARGE CLODS, STONES, AND
IRREGULARITIES PROVIDE CAVITIES IN WMICH SEEDS CAN LODGE. RATE OF WOOD FIBER (CELLULOSE) APPLICATION SHOULD BE
AT LEAST 2,000 LIVACRE. APPLY LEGUME INOCULANTS AT FOUR TIMES THE RECOMMENDED RATE WHEN ADDING INOCULANT TO A
HYDROSEEDER SLURRY. LIME IS NOT NORMALLY APPLIED WITH A HYDRAULIC SEEDER BECAUSE IT IS ABRASIVE. ITCAN BE BLOWN
ONTO STEEP SLOPES IN DRY FORM.
IRRIGATION
MOISTURE IS ESSENTIAL FOR SEED GERMINATION AND SEEDLING ESTABLISHMENT. SUPPLEMENTAL IRRIGATION CAN BE VERY
HELPFUL IN ASSURING ADEQUATE STANDS IN DRY SEASONS OR TO SPEED DEVELOPMENT OF FULL COVER. IT IS A REQUIREMENT
FOR FINE TURF ESTABLISHMENT AND SHOULD BE USED ELSEWHERE MEN FEASIBLE. HOWEVER, IRRIGATION IS RARELY CRITICAL
FOR LOW -MAINTENANCE VEGETATION PUNTED AT THE APPROPRIATE TIME OF THE YEAR.
WATER APPLICATION RATES MUST BE CAREFULLY CONTROLLED TO PREVENT RUNOFF. INADEQUATE OR EXCESSIVE AMOUNTS OF
WATER CAN BE MORE HARMFUL THAN NO SUPPLEMENTAL WATER.
SN CA ,o(
A01.1
S N - NO DAZE REVISIONS) DESCRIPTION
8
G IN
MAINTENANCE
GENERALLY, A STAND OF VEGETATION CANNOT BE DETERMINED TO BE FULLY ESTABLISHED UNTIL SOIL COVER HAS BEEN
MAINTAINED FOR ONE FULL YEAR FROM PUNTING. INSPECT SEEDED AREAS FOR FAILURE AND MAKE NECESSARY REPAIRS AND
RESEEDINGS WITHIN THE SAME SEASON, IF POSSIBLE.
RESEEDING - IF A STAND HAS INADEQUATE COVER, RE-EVALUATE CHOICE OF PUNT MATERIALS AND QUANTITIES OF LIME AND
FERTILIZER. RE-ESTABLISH THE STAND AFTER SEEDBED PREPARATION OR OVER -SEED THE STAND. CONSIDER SEEDING
TEMPORARY, ANNUAL SPECIES IF THE TIME OF YEAR IS NOT APPROPRIATE FOR PERMANENT SEEDING.
IF VEGETATION FAILS TO GROW, SOIL MUST BE TESTED TO DETERMINE IF ACIDITY OR NUTRIENT IMBALANCE IS RESPONSIBLE
SHOULDER AND MEDIAN AREA
AUGUST WUNE 1 MAY 1SEPTEMBER 1
200 KENTUCKY BLUEGRASS 200 KENTUCKY BLUEGRASS
750 HARD FESCUE 750 HARD FESCUE
2511 RYE GRAIN 250 RYE GRAIN
5000 FERTILIZER 5005 FERTILIZER
40000 LIMESTONE 40000 LIMESTONE
AREAS BEYOND MOVING PATTERN, WASTE AND BORROW AREAS:
AUGUST I -JUNE I MAY 1-SEPTEMBERI
1000 TALL FESCUE 1001 TALL FESCUE
150 KENTUCKY BLUEGRASS 150 KENTUCKY BLUE GRASS
300 HARD FESCUE 300 HARD FESCUE
250 RYE GRAIN 250 RYE GRAIN
5000 FERTILIZER 5001 FERTILIZER
40001 LIMESTONE 40000 LIMESTONE
APPROVED TALL FESCUE CULTIVARS, KENTUCKY BLUEGRASS CULTIVARS, AND
HARD FESCUE CULTIVARS CAN BE FOUND ON THE NCDOT WEBSITE. CATAWBA
AND CALDWELL COUNTY SPECS ARE UNDER "WEST', BURKE COUNTY SPECS
ARE UNDER'WESTET
PROPRIETARY & CONFIDENTIAL ALL RIGHTS RESERVED' DO NOT SCALE THIS DRAWING • USE DIMENSIONS ONLY
PIEDMONT'S NATURAL GAS FACILITY DRAWINGS ARE CONSIDERED CONFIDENTIAL (OM -1095) • DRAWANG IS CURRENT ONLY THROUGH THE LATEST REVISED DATE • TO INSURE THERE IS NO RISK OF
INAPPROPRIATE DISCLOSER ALL PREVIOUS PAPER COPIES OF THIS DRAWING MUST BE DESTROYED IN ACCORDANCE WITH RECORDS & INFO. MANAGEMENT (RIM) POUCY 1001
BY CHK APPO DESCRIPTION APPROVALS
AREA CODE2730 _ ��RE AL•�}
Piedmont
LINE D RELOCATION
ACCOUNT NUMBER 10700 ENGINEER
- ral
EPSC SEEDING NOTES
PROJECT NUMBER 1151341ATE ���rt.TUREIrtTAAs M Natural Gas
DRAWING BY cAJ STD HICKORY NORTH CAROLINA
CHECKER INITIALSMAY nATtWE1-,uS - r--_ -' COPYRIGHT 2014 PIEDMONT NATURAL GAS CORP.
PRINCIPAL CORP. OFFICE 4720 PIEDMONT ROW DRIVE
1
RESOURCE CENTER HICKORY
SIGNATURE- ENGINEER CHARLOTTE, NC 28210
SHEET 114 OF 121 IDWGSCALE: ASSHOWN
DWGDATE 11/30116 1 SUPERCEDED
DRAWING NUMBER REVISION
PNG- C - 011 - 0001163 j 0
PNGDISCIPUNE-RESOURCE CENTER -NUMBER

HORIZONTAL DIRECTION DRILLING (HDD) CONTINGENCY PLAN
THE PROPOSED NATURAL GAS LINE INSTALLATION PROJECT INVOLVES SEVERAL HORIZONTAL DIRECTION DRILLING (HDD) BORES. HDD IS A COMMON METHOD USED TO INSTALL PIPELINE THROUGH
HEAVILY DEVELOPED AREAS, ROADWAYS, WATERWAYS AND ENVIRONMENTALLY SENSITIVE AREAS TO MINIMIZE THE SURFACE DISTURBANCE THAT TRADITIONAL OPEN -CUT TRENCHING METHODS
TYPICALLY REQUIRE. THE USE OF HDD CONSTRUCTION LIMITS DISTURBANCES TO THE DRILLING SITE AND TEMPORARY ACCESSES IF REQUIRED.
DIRECTIONAL BORE OPERATIONS HAVE THE POTENTIAL TO RELEASE DRILLING FLUIDS INTO THE SURFACE ENVIRONMENT. THE DRILLING MUD TYPICALLY WILL FLOW INTO THE SURROUNDING SAND
AND TRAVEL TOWARD THE GROUND SURFACE. THE DRILLING FLUID, A BENTONITE SLURRY, IS USED AS A LUBRICANT DURING THE DRILLING OF THE BORE HOLE, ENABLING THE CUTTINGS FROM THE
DRILLING PROCESS TO BE CARRIED BACK UP TO A CONTAINMENT BAY AT THE GROUND SURFACE AT THE DRILLING SITE. IT ALSO WORKS AS A SEAL TO ENHANCE THE INTEGRITY OF THE BORE HOLE,
BENTONITE IS A NON-TOXIC, NATURALLY OCCURRING CLAY COMMONLY USED FOR AGRICULTURAL PURPOSES SUCH AS DECREASING WATER LOSS IN PONDS AND SOILS. NOTE THAT THERE WILL BE
NO HYDRAULIC FRACTURING ASSOCIATED WITH THIS METHOD OF DRILLING ON THE SITE.
WHILE DRILLING, FLUID SEEPAGE IS MOST LIKELY TO OCCUR NEAR THE BORE ENTRY AND EXIT POINTS WHERE THE DRILL HEAD IS SHALLOW, SEEPAGE CAN OCCUR IN ANY LOCATION ALONG A
DIRECTIONAL BORE. THIS HORIZONTAL DIRECTION DRILLING CONTINGENCY PLAN ESTABLISHES OPERATIONAL PROCEDURES AND RESPONSIBILITIES FOR THE PREVENTION, CONTAINMENT, AND
CLEANUP OF FLUID LOSS INCIDENTS ASSOCIATED WITH THIS PROJECT. THE PROJECT SPECIFICATIONS ALSO REFERENCE THE HDD PORTION OF THE PROJECT.
ALL PERSONNEL AND SUBCONTRACTORS RESPONSIBLE FOR THE WORK MUST ADHERE TO THIS PLAN DURING THE DIRECTIONAL DRILLING PROCESS.
THE SPECIFIC OBJECTIVES OF THIS PLAN ARE TO:
1. MINIMIZE THE POTENTIAL FOR A DRILLING FLUID RELEASE ASSOCIATED WITH DIRECTIONAL DRILLING ACTIVITIES;
2. PROVIDE FOR THE TIMELY DETECTION OF FLUID RELEASES;
3. PROTECT ANY ENVIRONMENTALLY SENSITIVE VEGETATION;
4. ENSURE AN ORGANIZED, TIMELY, AND EFFICIENT RESPONSE IN THE EVENT OF A RELEASE OF DRILLING BENTONITE; AND
5. ENSURE THAT ALL APPROPRIATE NOTIFICATIONS ARE MADE IMMEDIATELY TO PIEDMONT NATURAL GAS, THE PROJECT INSPECTOR, AND THE NORTH CAROLINA DEPARTMENT OF ENVIRONMENT
AND NATURAL RESOURCES(DENR).
PRE -CONSTRUCTION MEASURES
BEFORE ANY HDD OCCURS, A SAFETY MEETING WALL TAKE PLACE. THIS CONTINGENCY PLAN WALL BE DISCUSSED AND ANY QUESTIONS WILL BE ANSWERED. THE SITE SUPERVISOR SHALL ENSURE
THAT A COPY OF THIS PLAN IS AVAILABLE (ONSITE) AND ACCESSIBLE TO ALL CONSTRUCTION PERSONNEL. THE SITE SUPERVISOR SHALL ENSURE THAT ALL WORKERS ARE PROPERLY TRAINED AND
FAMILIAR WITH THE NECESSARY PROCEDURES FOR RESPONSE TO A DRILLING FLUID RELEASE, PRIOR TO COMMENCEMENT OF DRILLING OPERATIONS. OTHER BEST -MANAGEMENT MEASURES ARE
LISTED BELOW.
1. PRIOR TO CONSTRUCTION, THE WORK AREAS WALL BE FLAGGED AND THE LIMITS DEFINED. EROSION AND SEDIMENT CONTROLS WILL BE PLACED NEAR THE DRILLING RIG LOCATION AND
AROUND THE DRILLING FLUID CONTAINMENT BAYS AS A PREVENTATIVE MEASURE AGAINST DRILLING FLUID LEAVING THE SITE.
2. A SPILL KIT SHALL BE KEPT ONSITE AND USED IF A DRILLING FLUID LOSS OCCURS. OTHER CONTAINMENT MATERIALS, SUCH AS STRAW BALES, SHALL ALSO BE KEPT ONSITE PRIOR TO AND
DURING ALL HDD DRILLING OPERATIONS.
3. A VACUUM TRUCK SHALL BE STAGED AT A LOCATION FROM WHICH IT CAN BE MOBILIZED AND RELOCATED SO THAT ANY PLACE ALONG THE DRILL SHOT, CAN BE REACHED BY THE APPARATUS,
WITHIN i HOUR OF A DRILL FLUID LOSS.
FLUID LOSS RESPONSE AND MEASURES
THE RESPONSE OF THE FIELD CREW TO A DRILLING FLUID LOSS SHALL BE IMMEDIATE AND IN ACCORDANCE WITH PROCEDURES IDENTIFIED IN THIS PLAN. ALL APPROPRIATE EMERGENCY ACTIONS
THAT DO NOT POSE ADDITIONAL THREATS TO SENSITIVE RESOURCES WILL BE TAKEN, AS FOLLOWS:
1. THE PRESSURE AND VOLUME OF DRILLING FLUID WILL BE CLOSELY OBSERVED BY THE DRILLING CONTRACTOR DURING HDD ACTIVITIES TO WATCH FOR INDICATIONS OF FLUID LOSS.
2. DRILLING OPERATIONS WILL BE HALTED BY THE DRILL RIG OPERATORS IMMEDIATELY UPON DETECTION OF A DROP IN DRILLING PRESSURE OR ANY OTHER INDICATOR OF FLUID LOSS. THE LOSS
OF DRILLING FLUID TO THE SURFACE IS GREATEST AT SHALLOW LOCATIONS, TYPICALLY NEAR THE ENTRY AND EXIT POINTS OF THE HDD.
3. CONTAINMENT BAYS WILL BE IN PLACE AT BOTH THE DRILL ENTRY AND EXIT POINTS TO PREVENT DRILLING FLUID FROM LEAVING THE SITE AT THE ENTRY AND EXIT POINTS, IN ADDITION TO SILT
FENCE PLACED ALONG THE PERIMETER OF THE DRILLING AREA.
4. THE HDD BORES HAVE BEEN DESIGNED TO PROVIDE SUFFICIENT DEPTH BELOW WATER CROSSINGS TO REDUCE THE RISK OF DRILLING FLUID REACHING THE GROUND SURFACE.
5. THE CLEAN-UP OF ALL SPILLS AND FLUID LOSS SHALL BEGIN IMMEDIATELY.
6. THE SITE SUPERVISOR WILL NOTIFY PIEDMONT NATURAL GAS AND THE PROJECT INSPECTOR IMMEDIATELY AT ANY TIME DURING DRILLING OPERATIONS THAT THE DRILLING CONTRACTOR
OBSERVED A LOSS OF DRILLING FLUID.
7. IN THE EVENT OF A LOSS OF DRILLING FLUID, THE SITE SUPERVISOR SHALL BE NOTIFIED IMMEDIATELY AND WILL CONDUCT AN EVALUATION OF THE SITUATION AND DIRECT RECOMMENDED
MITIGATION ACTIONS, BASED ON THE FOLLOWING GUIDELINES OF THE SEVERITY OF THE FLUID LOSS.
a. IF THE LOSS OF DRILLING FLUID IS MINOR, EASILY CONTAINED, HAS NOT REACHED THE SURFACE AND IS NOT THREATENING SENSITIVE RESOURCES, DRILLING OPERATIONS MAY RESUME
AFTER USE OF A LEAK STOPPING COMPOUND OR REDIRECTION OF THE BORE.
b. IF DRILLING FLUID REACHES THE SURFACE, THE AREA WILL BE ISOLATED WITH SILT FENCE OR SIMILAR MEASURES TO CONTAIN DRILLING FLUID.
i. A CONTAINMENT OR RELIEF BAY MAY BE INSTALLED, IF POSSIBLE, TO KEEP DRILLING FLUID FROM REACHING ENVIRONMENTALLY SENSITIVE AREAS AND REMOVAL WILL BEGIN BY
VAC -TRUCK OR HAND TOOLS.
ii. IN AREAS THAT CANNOT BE REACHED BY A VAC -TRUCK FOR DRILLING FLUID REMOVAL, A TIERED SYSTEM OF CONTAINED AREAS WILL RELAY DRILLING FLUID TO A LOCATION ACCESSIBLE
BY A VAC -TRUCK AND REMOVED.
iii. IF IT IS NOT POSSIBLE TO RELAY DRILLING FLUID TO A SUITABLE LOCATION FOR REMOVAL BY A VAC -TRUCK, DRILLING CONTRACTOR WORKERS WILL USE HAND TOOLS AND VACUUMS TO
REMOVE THE DRILLING FLUID FROM CONTAINED AREAS.
iv. ANY MATERIAL CONTAMINATED WITH BENTONITE SHALL BE REMOVED BY HAND TO A DEPTH OF 2 -FEET, CONTAINED AND PROPERLY DISPOSED OF, AS REQUIRED BY LAW. THE DRILLING
CONTRACTOR SHALL BE RESPONSIBLE FOR ENSURING THAT THE BENTONITE IS EITHER PROPERLY DISPOSED OF AT AN APPROVED DISPOSAL FACILITY OR PROPERLY RECYCLED IN AN
APPROVED MANNER.
b. IF DRILLING FLUID REACHES THE SURFACE IN FLOWING WATERS, A COFFER DAM SYSTEM WILL BE IMPLEMENTED TO CONTAIN THE SITE OF THE DRILLING FLUID LOSS AND USE PUMPS OR
CULVERTS TO MAINTAIN THE FLOW OF UNAFFECTED WATERS AROUND THE SITE OF DRILLING FLUID LOSS.
I. DRILLING FLUID REMOVAL WILL BEGIN BY VAC -TRUCK OR HAND TOOLS IMMEDIATELY.
ii. SIMILARLY, IN AREAS THAT CANNOT BE REACHED BY A VAC -TRUCK FOR DRILLING FLUID REMOVAL, A TIERED SYSTEM OF CONTAINED AREAS WILL RELAY DRILLING FLUID TO A LOCATION
ACCESSIBLE BY A VAC -TRUCK AND REMOVED.
iii. IF IT IS NOT POSSIBLE TO RELAY DRILLING FLUID TO A SUITABLE LOCATION FOR REMOVAL BY A VAC -TRUCK, DRILLING CONTRACTOR WORKERS WILL USE HAND TOOLS AND VACUUMS TO
REMOVE THE DRILLING FLUID FROM CONTAINED AREAS.
iv. ANY MATERIAL CONTAMINATED WITH BENTONITE SHALL BE REMOVED BY HAND TO A DEPTH OF 2 -FEET, CONTAINED AND PROPERLY DISPOSED OF, AS REQUIRED BY LAW. THE DRILLING
CONTRACTOR SHALL BE RESPONSIBLE FOR ENSURING THAT THE BENTONITE IS EITHER PROPERLY DISPOSED OF AT AN APPROVED DISPOSAL FACILITY OR PROPERLY RECYCLED IN AN
APPROVED MANNER.
v. DENR WILL BE NOTIFIED.
DURING DRILLING ACTIVITIES, THE PRESSURE OF THE DRILLING FLUID IN THE BORE HOLE IS GREATEST AT THE END OF THE DRILL. IF THERE IS A DRILLING FLUID LOSS, THE DANGER OF IT OCCURRING
AGAIN AT THE SAME LOCATION WILL BE SIGNIFICANTLY REDUCED AS THE DRILLING CONTINUES AND THE BORE HOLE IS ADVANCED BEYOND THE LOCATION OF THE ORIGINAL FLUID LOSS. THE
PRESSURE AT THE ORIGINAL LOSS LOCATION WILL BE REDUCED AND DRILLING FLUIDS WILL BE MORE LIKELY TO RESUME THEIR PATH THROUGH THE BORE HOLE AND OUT TO THE CONTAINMENT BAY
AT THE DRILL SITE.
RESPONSE CLOSE-OUT PROCEDURES
WHEN THE RELEASE HAS BEEN CONTAINED AND CLEANED UP, RESPONSE CLOSEOUT ACTIVITIES WILL BE CONDUCTED AT THE DIRECTION OF THE SITE SUPERVISOR AND SHALL INCLUDE THE
FOLLOWING:
a. THE RECOVERED DRILLING FLUID WILL EITHER BE RECYCLED OR HAULED TO AN APPROVED FACILITY FOR DISPOSAL. NO RECOVERED DRILLING FLUIDS WILL BE DISCHARGED INTO
STREAMS, STORM DRAINS OR ANY OTHER WATER SOURCE;
b. ALL SPILLED DRILLING FLUID EXCAVATION AND CLEAN-UP SITES WILL BE RETURNED TO PRE -PROJECT CONTOURS USING CLEAN FILL, AS NECESSARY; AND
c. ALL CONTAINMENT MEASURES (FIBER ROLLS, STRAW BALE, ETC.) WILL BE REMOVED, UNLESS OTHERWISE SPECIFIED BY THE SITE SUPERVISORIFOREMEN.
THE FOLLOWING DOCUMENTATION IS REQUIRED:
THE SITE SUPERVISOR SHALL RECORD THE DRILLING FLUID LOSS IN THEIR DAILY LOG. THE LOG WILL INCLUDE THE FOLLOWING: DETAILS ON THE RELEASE EVENT, INCLUDING AN ESTIMATE OF THE
AMOUNT OF BENTONITE RELEASED, THE LOCATION AND TIME OF RELEASE, THE SIZE OF THE AREA IMPACTED, AND THE SUCCESS OF THE CLEAN-UP ACTION. THE LOG REPORT SHALL ALSO INCLUDE
THE: NAME AND TELEPHONE NUMBER OF PERSON REPORTING; DATE; HOW THE RELEASE OCCURRED; TYPE OF ACTIVITY THAT WAS OCCURRING AROUND THE AREA OF THE DRILLING FLUID LOSS;
DESCRIPTION OF ANY SENSITIVE AREAS AND THEIR LOCATION IN RELATION TO THE DRILLING FLUID LOSS; DESCRIPTION OF THE METHODS USED TO CLEAN UP OR SECURE THE SITE; AND A LISTING OF
THE CURRENT PERMITS OBTAINED FOR THE PROJECT.
THE SITE SUPERVISOR WILL NOTIFY THE PIEDMONT NATURAL GAS ONSITE REPRESENTATIVE IMMEDIATELY AT ANY TIME DURING DRILLING OPERATIONS THAT THE DRILLING CONTRACTOR OBSERVES
A LOSS OF DRILLING FLUID.
CONSTRUCTION RESTART
FOR SMALL RELEASES, DRILLING MAY CONTINUE, IF 100 PERCENT CONTAINMENT IS ACHIEVED THROUGH THE USE OF A LEAK STOPPING COMPOUND OR REDIRECTION OF THE BORE AND THE
CLEAN-UP CREW REMAINS AT THE DRILLING FLUID LOSS LOCATION THROUGHOUT THE REMAINDER OF THE DRILLING OF THAT BORE.
FOR ALL OTHER RELEASES, CONSTRUCTION ACTIVITIES WALL NOT RESTART WITHOUT PRIOR APPROVAL FROM PIEDMONT NATURAL GAS AND THE PROJECT ENGINEER'S REPRESENTATIVE.
BOREABANDONMENT
ABANDONMENT OF THE BORE WILL ONLY BE REQUIRED WHEN ALL EFFORTS TO CONTROL THE DRILLING FLUID LOSS WITHIN THE EXISTING DIRECTIONAL BORE HAVE FAILED. THE BOREHOLE WALL BE
COMPLETELY ABANDONED AND A NEW LOCATION DETERMINED. ANY BOREHOLE ABANDONMENT LOCATIONS WILL BE DOCUMENTED AND SHOWN ON ANY AS -BUILT DOCUMENTS.
THE FOLLOWING STEPS WILL BE IMPLEMENTED DURING ABANDONMENT OF THE BOREHOLE:
1. DETERMINE THE NEW LOCATION FOR THE HDD CROSSING.
2. INSERT CASING, AS NECESSARY TO REMOVE THE PILOT STRING.
3. PUMP A THICK GROUT PLUG INTO THE BOREHOLE TO SECURELY SEAL THE ABANDONED BOREHOLE.
PROPRIETARY & CONFIDENTIAL ALL RIGHTS RESERVED' DO NOT SCALE THIS DRAWING' USE DIMENSIONS ONLY
PIEDMONT'S NATURAL GAS FACILITY DRAWINGS ARE CONSIDERED CONFIDENTIAL (OM -1095) - DRAWING IS CURRENT ONLY THROUGH THE LATEST REVISED DATE - TO INSURE THERE IS NO RISK OF
iH CA p INAPPROPRIATE DISCLOSER ALL PREVIOUS PAPER COPIES OF THIS DRAWING MUST BE DESTROYED IN ACCORDANCE WITH RECORDS & INFO. MANAGEMENT (RIM) POLICY 1001
OP NO DATE REVISION(S) DESCRIPTION BY CHK APPD DESCRIPTION "r-sc"nrur+PROVALS
LINE D RELOCATION
L. AREA CODE 2730 REGIONAL Piedmont
0 98 PROJECT NUMBER
10700 ENG NEER MR Natural Gas EPSC HDD CONTINGENCY PLAN
r0
. FycIN J� PROJECT NUMBER 1151341 AE'"r"` MGR TECH
9 HICKORY NORTH CAROLINA
ygFjl/p�� ZOm DRAWING BY CAJ REC&STD
CHECKER INITIALS MAY COPYRIGHT PIEDMONT VE
SIGNATURE ENGINEER CORP. OFFICE 4720 PIEDMONT ROW DRIVE
CHARLOTTE, NC 26210 RESOURCE CENTER HICKORY
DWG(S)
SHEET 115 OF 121 DWG SCALE: AS SHOWN
DWG DATE 11/30/16 SUPERCEDED
DRAWINGNUMBER REVI
PNG- C - 011 - 0001164 0
PNG,DISCIPLINE-RESOURCE CENTER -NUMBER

Y
t
PIPELINE RIGHT OF WAV
ROADWAY
1 /
OR STREAM,
SILTFENCE
SPOIL PILE
IIFIII I
PIPELINE
TRENCH — III �� BORE RIG
PIPELINE
BORE PIT
R
aRSTREATREA
M
PIPELINE RIGHT OF WAY
NOTES:
1. SPOIL PILES SHALL BE ENCLOSED ON THREE SIDES BY SILT FENCE.
THE OPEN SIDE SHALL BE THE SIDE FACING UPHILL.
2. BORE PITS SHALL BE ENCLOSED ON THREE SIDES AS SHOWN WITH SILT
FENCE OR SAFETY FENCE.
e SILT FENCE PLACEMENT FOR BORES
115% NCAC 0lB.0131 SE04411 PECTIOMS
WHERE INSPECTIONS ARE REQUIRED BY G5. 11]AGA.1(EO. THE FOLLOVANG APPLY:
(1) THE PERSON W %RFORMG THE INSPECTION SHALL MAKE A RECORD OF THE SITE INSPECTION BY DOCUMENTING TIE
FOLLOAINGITEMS.
U,) ALL OF THE EROEFC N AND SEDIMENTATION CONTROL MEASURES, PRACTICES AND DEVICES, AS CALLED FOR IN A
CONSTRUCTION SEQUENCE CONSISTENT WITH THE APPROVED EROGION AND SEDIMENTATION CONTROL PLAN, ONO-IDING BUT
NOT LIMITED TO SEDIMENTATION CONTROL BASINS, SEDMEWAnI TRAPS, SEDMENTATI PONDS ROCK DAMS, TEMPORARY
DIVERSIONS, TEMPORARY SLOPE DRAINS. ROCK CHECK DIMS, SEGMENT FENCE OR BMRIERS, ALL FORMS OF INLET
PROTECTION. STORM DRAINAGE FACILITES, ENERGY DISSIPATERS, AND STABILIZATION METHODS OF OPEN CHANNELS. HAVE
INITIALLY BEEN INSTALLED AND DO NOT SIGNIFICANTLY DEVIATE (AS DEFINED IN GLIB -ITEM ji)(E) OF THE RULE) FROM THE
LOCATIONS, DIMENSIONS AND RELATIVE ELEVATIONS SHOWN ON THE APPROVED EROSION AND SEDIMENTATION PUN, SUCH
DOCUMENTATION SHALL BE ACCOMPLISHED BY INTIAUNG AND DATING EACH MEASURE OR PRACTICE SHOWN ON A COPY OF THE
APPROVED EROSION AND SEGMENTATION CONTROL PUN OR BY COMPLETING, DATING AND SIGNING AN INSPECTION REPORT
THAT LISTS EACH MEASURE, PRACTICE OR DEVICE SHWMN DIN THE APPROVED EROSION ANO MDME WATION CONTROL RAN.
TNS DOCUMENTATION IS REQUIRED ONLY UPON THE INTIAL IMTALLARON OF THE ERDSIIXN AND WDME WATION CONTROL
MEASURES, PRACTICES AND DEVICES AS SET FORTH BY THE APPROVED EROSION AND SEDIMENTATION CONTROL PUN OR IF
THE MEASURES, P CT CES AND DEVICES ME M RED AFTER INITIAL INSTALLATION;
(N) THE COMPLETION OFMY PHASE OF GRADING FORML GRADED SLOPES MDFIU3 SHOWN ONTHEIMPROVEDERQAONMD
SEDIMENTATION CONTROL PUN, SPECIFICALLY NOTING THE LOCATION AND CONDITION OF THE GRADED SLOPES AND FILLS. SUCH
DOCUMENTATION SHALL BE ACCOMPLISHED BY INITIALING AND DATING ACOPY OF THE APPROVED EROSION AND SEGMENTATION
CONTROL PIAN OR BY COMPLETING, DATING AND SIGNING M INSPECTION REPORT;
IFI THE LOCATION OF TEMPORARY OR PERMANENT GROUND COVER, AND THAT THE INSTMIAFON OF THE GROUND COVER DOES NOT
GNIF
SIICANTLY DEVIATE (AS DEFINED IN SU&ITEM (THE) OF THIS RULE) FROM THE APPROVED EROSION AND SEDIMENTATION CONTROL
PUN.5UCH DOCUMENTATION SHALL BE ACCOMPLISHED BY INI FAUNG AND GATING A COPY OF THE APPROVED EROSION AND
SEDIMENTATION CONTROL PLAN OR BY COMPLETING, DATING AND SIGNING AN INSPECTION REPORT;
(d) THAT MAINTENANCE AND REPAIR REQUIREM— FOR ALL TEMPORARY AND PERMANENT EROSION AND SEGMENTATION CONTROL
MEASURES, PRACTICES AND DEDUCES HAVE BEEN PERFORMED. SUCH DOCUMENTATION SHALL BE ACCOMPLISHED BY COMPLETING, DATING
AND SIGNING AN INSPECTION REPORT (THE GENERAL STORM WATER PERMIT MONITORING FORM MAY BE USED TO VERIFY THE
MNNTENMCE AND REPAIR REQUIREMENTS); AND
(!) ANY SIGNIFICANT DEVIATIONS FROM THE APPROVED EROSION AND SEDIMENTATION CONTROL PUN, CORRECTIVE ACTIONS
REQUIRED TO CORRECT THE DEVIATION AND COMPLETION OF THE CORRECTIVE ACTIONS. SUCH DOCUMENTATION SHALL BE ACCOMPLISHED
BY INITIALING AND DATING A COPY OF THE APPROVED EROSION AND SEDIMENTATION CONTROL PUN OR BY COMPLETING, OUTING AND
SIGNING AN INSPECTION REPORT. A SIGNIFICANT DEVIATION MEMSAN OMISSION, ALTERATION OR RELOCATION DEAN EROSION OR
SEDIMENTATION CONTROL MEASURE THAT PREVENTS THE MEASURE FROM PERFORMING AS INTENDED.
(2) THE DOCUMENTATION, WHETHER ON ACOPY OF THE APPROVED EROSION AND SEDIMENTATION CONTROL PUH OR M INSPECTION
REPORT, SHALL INCLUDE THE NAME, ADDRESS, AFFILIATION, TELEPHONE NUMBER, AND SIGNATURE OF THE PERSON CONDUCTING THE
INSPECTION AND THE GATE OF ME INSPECTION. ANY RELEVANT LICENSES AND CERTIFICATIONS MAY ALSO RE INCLUDED. MY
DOCUMENTATION OF INSPECTIONS THAT OCCUR GN A COPY OF THE IMPROVED EROSION AND SEDIMENTATION CONTROL PUN SHALL
OCCUR ON A SINGLE COPY OF THE PUN AND THAT PUN SHALL BE MADE AVAILABLE ON THE SITE. ANY INSPECTION REPORTS SHALL ALSO BE
MADE AVAILABLE ON THE SITE.
(B) THE INSPECTION SHALL BE PERFORMED DURING OR AFTER UCH OF THE FOLLOWING PHASES OF A PLAN:
(a)INSTALLATION OF PERIMETER EROSION AND SEDIMENT CONTROL MEASURES;
(B) CLEARING AND GRUBBING OF EXISTING GROUND COVER;
(c) COMPLETION OF ANY PHASE OF GRADING OF SLOPES OR FILLS THAT REQUIRES PROVISION OF TEMPORARY OR PERMANENT GROUND
VER
COPURSUANT TO GS. .-11(2);(d) COMPLETON OF STORM DRAINAGE FACILITIES;
(!) COMPLETION OF CONSTRUCTION OR DEVELOPMENT; AN
(f) QUARTERLVUNTILTHE ESTABLISHMENT OF PERMANENT GROUND COVER SUFFICIENT TO RESTRAIN EROSION OR UNTIL TIRE
FINANCAUY RES PoNSIBU PARTY HAS CONVEYED OWNERSHIP OR CONTROL OF THE TRAIT OF LAND FOR WHICH THE EROSION AND
SEGMENTATION CON— PLAN HAS BEEN IMPROVED AND THE AGENCY THAT APPROVED THE PLAIN HAS BEEN NOTIFIED. IF THE
FINANCIAU Y RESPONSIBLE PARTY HAS CONVEYED OWNERSHIP OR CONTROL OF THE TRACT OF LAND FOR WHICH THE EROSION AND
SEDIMENTATION CONTROL PUN HAS BEEN IMPROVED, THE NEW OWNER OR PERSON IN CONTROL SHALL CONDUCT AND DOCUMENT
INSPECTIONS QUARTERLY UNTIL THE ESTABLISHMENT OF PERMANENT GROUND COVER SUFFICIENT TO RESTRAIN EROSION.
/ - SILT FENCE
s� TATTLE I
TIMBER MAT
BRIDGE
PLAN VIE W
,COMPACTED
LL
SIDEBOARD VAARED IN
/
TIMBER
FABRIC /TIMBERR MATB �I
SECTION A -A
SIDEBOARD WFUFFED IN-
GEOTE—LEFABRIC
TIMBERG
WATRE
SECTION B -B
e TEMPORARY EQUIPMENT CROSSING DETAIL
(WITHOUT PIPE CROSSING)
PROPRIETARY & CONFIDENTIAL ALL RIGHTS RESERVED' DO NOT SCALE THIS DRAWING' USE DIMENSIONS ONLY
REF. DWG(S)
"
PIEDMONT'SI NTIAL (OM -1095 • DRAWING IS CURRENT ONLY THROUGH THE LATEST REVISED DATE - TO INSU RE THERE NO RISK OF
> � CA(RIM)
N of
S ,
PRO RIATE DISCLOSER LPREVIOUS PAPER COPECONFIDENTIAL
FFTHIS DRAWING MUST BE DESTROYED IN ACCORDANCE WITH RECORDS d INFO. MANAGEMENT I POUCV 1001
0
. 9 -
NO '�, DATE _
REVISION(S) DESORPTION .. BY �.. RIPTION
o.rE - IscNAruREY rarlALs —.
AREA
LINE D RELOCATION
SHEET 116 OF 121 DWG SCALE: As SHOWN
_ CODE 2%30 REGIONAL
- - —
ENGINEER ��I
P�edmoG
EPSC DETAILS
DWG GATE 11/30/18 SUPERCEDED
N J
___
PROJECT ��$�3q� E BGNAr REI ITALB
TECH
Natural Gas
DRAWRNG NUMBER REV SIGN
_MGR
DRAWING BY CAJ REC&S
gFdr�3�92016
—
_ — _ _ _
oATF SiGNaruREII.TI
COPYRIGHT 2014 PIEDMONT NATURAL GAS CORP.
HICKORY NORTH CAROLINA
F
PAG- C - 011- 0001165
0
_
CHECKERINITIAL.S• MAY P
S(GNATUR ENGINEERR "AL
CORP. OFFICE 4720 PIEDMONT ROW DRIVE
CHARLOTTE NC 211210
RESOURCE CENTER HICKORY
pNG gSCIPUNE-RESOURCE CENTER -NUMBER

11
tN CA .<
S / y
9
0 98
-
' gFdt/A'SOtl�O�G
DATE
SWALE OR OTHER SEDIMENT
NOTES:
I SEDINIENT FILER BAGS SHOULD NOT BE HIN A AL WETLANRESOURCE. OR WITHIN 50
CONTROL DEVICE
REAM, OR TER NATURAL WATERS
WATERSRESOURCE.
FEET OF A STABILIZED OUTLET, STREAM, OROTHERRST
REC & STD
8MAX STANDARD FABRIC
NOTE.
WHEN PUMPING.
PLASTIC OR WRE TIES. -
WTHWREFENCE
A6'
CONSTRUCT SEDIMENT BARRIER
NOTES:
tIES HATH GROUND
MA% EXTRA STRENGTH
-- FABRICWTHOIT WRE _
{ - AND CHANNELIZE RUNOFF TO
SILT -SAVER DEWATER FILTER BAG
FENCE
SEDIMENT TRAPPING DEVICE
1.SILTFENCEWTHWRE BACKINGIS USED TO INTERCEPT
WOVEN WREFENCEBACKING
4MA%aJ PONDINGAREAS 2'MIN.
SMALL AMOUNTS OF SEDIMENT AND REDUCE VELOCITY
TOTAL WIDTH 32 MIN
'
J
i \
FROM SHEET FLOW ONLY. USE SILT FENCE WITH WRE
BACKING.WETIANDS, TO, AND ALONG THE PERIMETER OF
STREAMS,ATTUNES,PONDS. SPRINGS, OTHER
O
a
I
NATURAL WATER RESOURCES LOCATED WITHIN OR
SILT FENCE WITH WRE BACKING -�, -
- - -" "' NO MORE THAN 24•
a
ADJACENT TO THE PROJECT RIGHT OF NMV.
FABRIC TOTAL WIDTH 38'--
_ OF FABRIC
72 MIN.
2. THE MAXIMUM DRAINAGE AREA SIZE FOR CONTINUOUS
'' W' ALLOWED ABOVE
-"'-.'
a L WIDTH
SILT FENCE WITH BACKING SHALL BE 1 ACRE PER 150 LINEAR
GROUND LEVEL
O
FEET OF FENCE LENGTH. MAXIMUM SLOPE LENGTH BEHIND
BOTTOM OF WOVEN WRE FENCE -
_ - EXISTING
- L
FENCE ON UPSLOPE S10E SHALL BE 290 FEET( AS
BACKING SHALL BE POSITIONED AT
GROUND
_
`
MEASURED ALONG GROUND SURFACE)
THE BOTTOM OF THE TRENCH _1
x PIPEICULVERT IF
_
NECESSARY
3. STEEL POSTS SHALL HAVE A PROJECTION FOR FASTENING
WRE TO THEM. WOVEN WIRE FENCE BACKING TO BE
AL
I
0.
-STEEL POST (TY'P )
FASTENED SECURELY TO FENCE POSTS WITH WRE TIES
THE WIRE FASTENERS SHOULD BE EVENLY SPACED WITH AT
B' MIN. -- BOTTOM OF Z4' MIN.
TRENCH- ....
�-
LEAST SIX PER POST.
STEEL POST (STD "T' OR -U- SECTION) -
.... I
SUPPLY WATER WASH
`MIEELS IF NECESSARY
WOVEN 4. FABRIC SHALL BE FASTENED SECURELY T01VEN WIRE
ANCHOR_
FENCE BACKING WITH THE TIES SPACED EVERY 24 INCHES
POSTIFABRIC ..
LATES
ALONG TOP AND MIDSECTION. ASSEMBLY AT VERTICAL TO A MAX 5' FROM
_ I_
50 MIN. ___ -
THE VERTICAL (ANGLED TOWARD FLORA
-t --1.
S. STOP SILT FENCE AT PAVED CROSSINGS, USE
ALTERNATIVE MEASURE IF NECESSARY.
SILT FENCE WITH WIRE BACKING FABRIC -.
2 -MIN -
PLAN_ VIEW
AND WOVEN WIRE FENCE BACKING
TIEBACK BETWEEN FENCE
8. COORDINATE SILT FENCE PLACEMENT IN WATER QUALITY
26' FABRIC POST AND ANCHOR STAKE
23' WASHED STONE
BUFFERS TO MINIMIZE IMPACT.
EXISTING GROUND,
ABOVE GROUND TO BE NO, 8 (0.25 HOLLOW SECURE TO POST
1
- 8'MIN. `
2:7 OR PUTTER
7.DOT 05 OR #57 WISHED STONE WHEN FLOWWLL RUN
f`at' -
II,,
BRAIDED POLYPROPYLENE BYWRAPPING
ROPE WITH MINIMUM
PARALLEL TO THE TOE OF THE FENCE.
\
TENSILE STRENGTH OF 1,200 %
ORIGINLGRADE
*T�PIP�ULVERTIF
e. MEN WRE MESH SUPPORT FENCE IS USED, IT SHALL
BACKFILL WITH COMPACTED 5011l , /
B'
POUNDS
CONSIST OF 14 GAUGE STEEL WIRE WITH A MESH SPACING
Yj�
!
SILT FENCE WITH
2C POSTFLOyy WRE BACIDNGFILTER
OF i50MM (B INCHES) OR PREFABRICATED POLYMER MESH
OF EQUIVALENT STRENGTH.
4.�I,MIN_
ANCHOR SILT FENCE WTH WRE �r
BELOWGROUND �-
FABRIC-�
BACKING FABRIC III DEEP WTH 4• "
NECESSARY
MAINTENANCE: RUN -OUT LENGTH. COMPACT BACKFILL
/ -
SECTION A
Jli
ANCHOR STALE MIN. 1B' J EXISTING GROUND
1. INSPECT SEDIMENT FENCES AT LEAST ONCE A WEEK AND AFTER
LONG TO BE PLACED 17
EACH RAINFALL. MAKE ANY REQUIRED REPAIRS IMMEDIATELY.
SECTIONALVIEW
INTO GROUND SILT FENCE TIEBACK
2. SHOULD THE FABRIC OF A SEDIMENT FENCE COLLAPSE, TEAR,
CONSTRUCTION SPECIFICATIONS:
DECOMPOSE, OR BECOME INEFFECTIVE, REPLACE IT PROMPTLY
1. STONE SIZE- USE Z,3'WASHED STONE OR LARGER AS SPECIFIED IN N.C. DEPARTMENT OF TRANSPORTATION
STANDARD SPECIFICATIONS FOR ROADS AND STRUCTURES.
3, REMOVE SEDIMENT DEPOSITS AS NECESSARY TO PROVIDE
2. WIDTH -12 MIN.
ADEQUATE STORAGE VOLUME FOR THE NEXT RAIN AND TO
3. WASHING -WIZEN NECESSARY, WHEELS SHALL BE CLEANED TO REMOVE SEDIMENT PRIOR TO ENTRANCE
REDUCE PRESSURE ON THE FENCE. TAKE CARE TO AVOID
ONTO PUBLIC R.O.W WHEN WASHING IS REQUIRED, IT SHALL BE DONE ON AN AREA STABILIZED WITH
UNDERMINING THE FENCE WRING CLEAN OUT.
CRUSHED STONE WITH DRAINS INTO AN APPROVED SEDIMENT TRAP OR SEDIMENT BASIN. ALL SEDIMENT
SHALL BE PREVENTED FROM ENTERING AVIV STORM DRAIN, DITCH, OR WATERCOURSE THROUGH USE OF
4. REMOVE ALL FENCING MATERIALSAND UNSTABLE SEDIMENT
SAND BAGS, GRAVEL. BOARDS, OR OTHER APPROVED METHODS.
DEPOSITS AND BRING THE AREA TO GRADE AND STABILIZE IT
4. MAINTENANCE- THE ENTRANCE SHALL BE MAINTAINED IN A CONDITION WHICH WILL PREVENT TRACKING OR
AFTER THE CONTRIBUTING DRAINAGE AREA HAS BEEN PROPERLY
FLOWING OF SEDIMENT ONTO PUBLIC ROW THIS MAY REWIRE PERIODIC TOP DRESSING WITH ADDITIONAL
STABILIZED.
STONE AS CONDITIONS DEMAND AND REPAIR AND/OR CLEANOUT OF ANY MEASURES USED TO TRAP
SEDIMENT. ALL SEDIMENT SPILLED, DROPPED. WASHED, OR TRACKED ONTO PUBLIC R . W. MUST BE
REMOVED IMMEDIATELY.
TEMPORARY GRAVEL CONSTRUCTION ENTRANCE
(NOT TO SCALE)
SEWN -IN CONNECTION SLEEVE FOR
PUMP DISCHARGE HOSE (OPT)ONAL)
SILT FENCE
WITH WIRE SACI(ING
7-0' MIN.
- (Y$ MIN.
GEOTEXTILE FABRIC (TYPE III)
UNDER AND COVERING ENTIRE' l 1
WOOD CHIP PAD
SILT -SAVER SEDIMENT
FILTER BAG \ 1
WOOD CHIPS -I5 Ir•/ -. •. 1
VARIES WITH
GROUNDLINE -
GEOTEXTILE FABRIC (TYPE 10' MIN. SLOPE
III) OR EXISTING \'
VEGETATION
y 50 MIN. DISTANCE
FROM STREAM
TOP OF BANK
STREAM
PLAN VIEW
PROPRIETARY & CONFIDENTIAL ALL RIGHTS RESERVED' DO NOT SCALE THIS DRAWING - USE DIMENSIONS ONLY
PIEDMONT'S NATURAL GAS FACILITY DRAVIANGS ARE CONSIDERED CONFIDENTIAL (OM -1095)' DRAWING IS CURRENT ONLY THROUGH THE LATEST REVISED DATE - TO INSURE THERE IS NO RISK OF
INAPPROPRIATE DISCLOSER ALL PREVIOUS PAPER COPIES OF THIS DRAWING MUST BE DESTROYED IN ACCORDANCE WITH RECORDS & INFO. MANAGEMENT (RIM) POLICY 1001
BY CHK APPD . A ^^^cDEscPoPT11 nAPPROVALS
„ �_ AGN„ A _ - _ _ L INE D REL O CAT 1 O N
EPSC DETAILS
HICKORY, NORTH CAROLINA
RESOURCE CENTER HICKORY
SILT FENCE DETAIL
(NOT TO SCALE)
OPTIONAL LIFTING
STRAPS
NOTES:
I SEDINIENT FILER BAGS SHOULD NOT BE HIN A AL WETLANRESOURCE. OR WITHIN 50
MGR TECH
REAM, OR TER NATURAL WATERS
WATERSRESOURCE.
FEET OF A STABILIZED OUTLET, STREAM, OROTHERRST
REC & STD
OR
2. CONTRACTOR SHALL EXERCISE CAUTION NOT TO BURST OR DAMAGE THE SEDIMENT FILTER BAG
PRINCIPAL
WHEN PUMPING.
ENGINEER
3. SEDIMENT FILTER BAGS SHALL BE REPLACED WHEN SEDIMENT HAS ACCUMULATED TO 1y OF THE
BAGS CAPACITY OR IN ACCORDANCE WITH THE MANUFACTURE'S RECOMMENDATIONS.
tIES HATH GROUND
LINE SLOPE
SILT -SAVER DEWATER FILTER BAG
8'X15 Z'-3' PUMP
- 2'-O"MIN.13"X75'-
T PUMP
-�
Ir 13' X 2S 0$ PUMP
50 MINIMUM
SEDIMENT FILTER BAG -7 MINI UM �4NN✓6TINGVEGETATHWE
Z -T MIN, - - - - 0-T MIN. VARIES -- BUFFER
GE LE
/ + FILTER BAG / FABRIC (TYPE III)
SILT FENCE ,,7—- - - -r
WITH WRE BACKING �� WITH
WIFE
WTH WRE
(TYPE III) . / WMIN. - BACKING 2MIN.
GEO R EXISTING
FABRIC TOP OF BANK
OR EXISTING VEGETATION USE TOOD LEVELB BAG
ql /
PAD TO LEVEL BAG FROM I
NATURAL GROUNDLINE GEOTEXTILE FABRIC STAN
(TYPE III)
OR EXISTING VEGETATION
SECTION A
TYPICAL SEDIMENT FILTER BAG DETAIL
(NOT TO SCALE) - -
NUMBERI 1151341 TE - ­NATWIE1I A`S --
REGIONAL
Piedmont
MGR TECH
0111 Natural Gas
REC & STD
COPYRIGHT 2014 PIEDMONT NATURAL GAS CORP.
PRINCIPAL
CORP. OFFICE 4720 PIEDMONT ROW DRIVE
ENGINEER
CHARLOTTE, NC 25210
REF.
SHEET 117 OF 121 DWG SCALE: AS SHOWN
DWG DATE 11/30/18 SUPERCEDED
DRAWING NUMBER REVISION
PNG- C - 011- 0001166 1 0
PNGDISCIPUNE-RESOURCE CENTER -NUMBER