20181393 Ver 1_More Info Received_20190311

Strickland, Bev
From: Suzanne Herron <[e-mail]>
Sent: Monday, March 11, 2019 4:25 PM
To: [e-mail]
Cc: Homewood, Sue; Alicia DePalma - Piedmont Natural Gas (alicia.depalma@duke-
energy.com); Keith Gualtieri; Dietrich, Ned (Ned.Dietrich @duke-energy.com); Lemons,
Elizabeth Pressley ([e-mail])
Subject: [External] RE: PNG Line 446 (Belews Creek Gas Line) - SAW -2018-00885, DWR#
2018-1393
Attachments: 1.2_1626546_20190311_USACE Resubmittal.pdf
External email. Do not click links or open attachments unless you verify. Send all suspicious email as an attachment to
re ort.s am 1
Dave —
Attached are the revised pages and information for the re-routes on the Line 446 project.
Please let me know of questions.
Thanks!
Suzanne
Suzanne Herron, PE, CPESC
Environmental Practice Lead
Energy Land & Infrastructure, LLC (PLLC in NQ
1420 Donelson Pike, Suite A-12
Nashville, TN 37217
[phone] Office
[phone] Cell
Suzanne. Herron(@eli-Ilc.com
From: Bailey, David E CIV USARMY CESAW (USA)[mailto: David. [e-mail]
Sent: Wednesday, February 20, 2019 12:58 PM
To: Suzanne Herron
Cc: Homewood, Sue; Alicia DePalma - Piedmont Natural Gas ([e-mail])
Subject: RE: PNG Line 446 (Belews Creek Gas Line) - SAW -2018-00885, DWR# 2018-1393
Hi Suzanne. I reviewed the information you sent on 2/4/2019, as well as the information you sent to Sue Homewood
(NCDWR) on other occasions. I appreciate the profile view related to the jack -and -bore crossing near Streams 31 and 32;
this addresses my avoidance and minimization question. Further, although the Corps is still concerned about trenching
through the confluence of Streams 31 and 32. 1 appreciate the stream restoration notes you provided.
However, as far as I can tell I still need the following information to verify the use of NWP 12 for the sites that have
changed based on reroutes:

1) Updated revised Sheets 79, 80, 81, 82, and 84, based on the more significant reroute areas (Impact Site 14 for
Streams 31, 32, & 34 / Impact Site 19 where impacts appear to now be avoided), as well as smaller changes
related to corridor width (Impact Site 15 for Wetlands 9, 10/11, & 12 and Stream 7/8 / Impact Site 16 for
Stream 6) / Impact Site 18 for Wetland 5 and Stream 2/29). These sheets should have the same line/hatching
styles as the currently permitted plans;
2) Updated Impact Table showing any changes to wetland and stream impacts for Impact Sites 14-16, 18, and 19.
Please see the attached attachments from our original NWP 12 verification that now require revision.
If you have any questions please let me know.
-Dave Bailey
David E. Bailey, PWS
Regulatory Project Manager
US Army Corps of Engineers
CE -SAW -RG -R
3331 Heritage Trade Drive, Suite 105
Wake Forest, North Carolina 27587
Phone: [phone], Ext. 30.
Fax: [phone]
Email: David. [e-mail]
We would appreciate your feedback on how we are performing our duties. Our automated Customer Service Survey is
located at: http://corpsmapu.usace.army.mil/cm_apex/f?p=136:4:0
Thank you for taking the time to visit this site and complete the survey.
From: Suzanne Herron[mailto:[e-mail]]
Sent: Monday, February 4, 2019 1:32 PM
To: Bailey, David E CIV USARMY CESAW (USA) <[e-mail]>
Cc: Homewood, Sue <[e-mail]>; Alicia DePalma - Piedmont Natural Gas (alicia.depalma@duke-
energy.com) <[e-mail]>; Suzanne Herron <[e-mail]>
Subject: [Non-DoD Source] PNG Line 446 (Belews Creek Gas Line) - SAW -2018-00885, DWR# 2018-1393
David —
As we have previously discussed, Piedmont determined that the proposed permitted crossing of stream 31 adjacent to
NC Highway 68 was not able to be constructed in the location that was initially proposed in the plans. Three new
options, A, B, and C were proposed. Option A was located south of the access road south of the permitted crossing. This
option would not cross stream 31 or 32. Space constraints in relation to a neighboring landfill property made this
alignment undesirable and the property owner would not agree to this option. Option B was located north of the
permitted crossing and property owners would not agree to this option. Option C, which is south of the permitted
alignment, was selected due to constructability aspects for the bore.

I have attached the Re -construction plan for the crossing of streams 31 and 32 near NC Highway 68. 1 have also attached
the bore plan for the NC Highway 68 bore. As you can see from the bore plan, the bore cannot be extended to the
stream due to the slope.
Please let me know if you need additional information for the permit revision.
Thanks!
Suzanne
Suzanne Herron, PE, CPESC
Environmental Practice Lead
Energy Land & Infrastructure, LLC (PLLC in NQ
1420 Donelson Pike, Suite A-12
Nashville, TN 37217
[phone] Office
[phone] Cell
Suzanne. Herron(@eli-Ilc.com
From: Bailey, David E CIV USARMY CESAW (US)[mai Ito: David. E. Bai ley2@usace.a rmy. mi I]
Sent: Tuesday, December 11, 2018 12:41 PM
To: Suzanne Herron; Homewood, Sue
Cc: Alicia DePalma - Piedmont Natural Gas ([e-mail])
Subject: RE: PNG Line 446 (Belews Creek Gas Line) - SAW -2018-00885, DWR# 2018-1393
Hi Suzanne. I would not need the entire PCN package re -submitted. Rather, I would just need the plans for the proposed
revised crossings, detailed explanation of the reason for the route change, and the avoidance, minimization and
compensatory mitigation proposals for the revised crossings.
The re-route of the crossing at Stream 32 is a concern given that the corridor would impact the confluence point of 2
streams. My jack and bore comment sent in a previous information request would still be applicable here. Perhaps a
profile view showing the jack and bore under the roadway might better explain why it isn't practicable to jack and bore

the stream crossings too? If it is not practicable, we would need detailed restoration plans to ensure that the stream
bank integrity at the stream confluence could be re-constructed/maintained.
As you mentioned in your email, please also include the delineation of the add-on area around Stream 1 and any
applicable wetland/upland data forms and stream forms.
Thanks, and please let me know if you have any questions.
-Dave Bailey
David E. Bailey, PWS
Regulatory Project Manager
US Army Corps of Engineers
CE -SAW -RG -R
3331 Heritage Trade Drive, Suite 105
Wake Forest, North Carolina 27587
Phone: [phone], Ext. 30.
Fax: [phone]
Email: David. [e-mail]
We would appreciate your feedback on how we are performing our duties. Our automated Customer Service Survey is
located at: Blockedhttp://corpsmapu.usace.army.miI/cm_apex/f?p=136:4:0
Thank you for taking the time to visit this site and complete the survey.
From: Suzanne Herron[mailto:[e-mail]]
Sent: Tuesday, December 11, 2018 12:02 PM
To: Homewood, Sue <[e-mail]>; Bailey, David E CIV USARMY CESAW (US)
<David. E. Bai ley2@ usace.a rmy. mi I>
Cc: Alicia DePalma - Piedmont Natural Gas ([e-mail]) <[e-mail]>;
Suzanne Herron <[e-mail]>
Subject: [Non-DoD Source] PNG Line 446 (Belews Creek Gas Line) - SAW -2018-00885, DWR# 2018-1393
Sue and David —
For the Line 446 gas line project to Belews Creek, we are looking at a couple of re-routes due to property issues and
buffer requirement conflicts.
For the buffer issue at Stream 1 that Sue and I have talked about, we are looking at a re-route instead of going to the
committee for a variance. Rahlff Ingle is going to the field tomorrow to look at the area upstream of the crossing. I will
let you know how we want to proceed.
We are also looking at a re-route at Stream 32. 1 have attached a drawing showing the proposed alignment with the JD
drawing and plan sheet. Please let me know if there would be permitting issues with this re-route.
David, what information would I need to submit for these?
Thanks!
Suzanne

Suzanne Herron, PE, CPESC
Environmental Practice Lead
Energy Land & Infrastructure, LLC (PLLC in NQ
1420 Donelson Pike, Suite A-12
Nashville, TN 37217
[phone] Office
[phone] Cell
Suzanne. [e-mail]
% ENERGr 4AND &
1NFRA5TRVC3rURE
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ENERGY LAND & INFRASTRUCTURE
March 11, 2019
Mr. David Bailey, PWS
Regulatory Project Manager
U.S. Army Corps of Engineers
CE -SAW -RG -R
3331 Heritage Trade Drive, Suite 105
Wake Forest, North Carolina 27587
RE: REVISION PACKAGE
SAW -2018-00885
PIEDMONT NATURAL GAS, LINE 446 BELEWS CREEK GAS LINE PROJECT
GUILFORD, ROCKINGHAM, AND STOKES COUNTIES, NORTH CAROLINA
Dear Mr. Bailey:
Per your February 20, 2019 email, I am enclosing information on the project revisions. Sheets 79 —
82, 84, and 94 are attached. Additionally attached is the spreadsheet showing the stream and
wetland impacts.
The changes to the plans are:
• Sheet 79 — The alignment has been moved to the south and will impact stream 32 and
stream 34. The stream restoration plan has been shown on sheet 94. The revised stream
impacts are shown on the spreadsheet.
• Sheet 84 — The alignment has been moved to avoid impacts to stream 1. The spreadsheet
has been revised to show no impact to the stream.
The Jordan Lake buffer details are also shown on sheet 94 for your reference.
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 . Herron, P.E., CPESC
PE 040556
Enclosures
cc: Ms. Alicia DePalma, Environmental Siting and Licensing, Piedmont Natural Gas
Ms. Sue Homewood, NC DWR
1420 Donelson Pike, Suite A-12, Nashville, Tennessee 37217 www.eli-lic.com GIS.383.G300
ENGINEERS • SURVEYORS • INFRASTRUCTURE • ENVIRONMENTAL

Line 446 Wetland Impacts for the PCN
Stokes, Rockingham, and Guilford Counties
* Roanoke River Basin
** Cape Fear River Basin
Total: 2,160
21,470
21,108
SF
SF
SF
0.05
0.49
0.48
Acres
Permanent Impact -
Acres
Area within
Area within
Permanent (P) or
ROW Conversion
Impact Site
Wetland ID
Lat
Long
Resource Type
Type of Impact
Notes
Temporary
Permanent
Temporary (T)
from Forested to
Easement (SF)
Easement (SF)
Non -forested (SF)
Wetland is within existing ROW.
Disturbed herbaceous assemblage
Non -Tidal
Open cut, dewatering
with a few scattered
Impact Site 1
W26 *
36.27710847
-80.04999838
T
2,160
362
0
Wetland
structure, temporary crossing
shrubs/saplings. Wetland continues
to northeast and eventually directly
abuts an intermittent tributary.
Open cut, dewatering
Impact Site 5
W27 *
36.26997357
-80.0177573
P, T
Non -Tidal
structure, temporary
Wet hardwood forest. Directly abuts
0
844
844
Wetland
crossing, access
Streams 22 and 23.
clearing/ROW conversion
Non -Tidal
M*
T
HDD Bore
0
0
0
Wetland
Impact Site 9
Wet hardwood forest. Small
Non -Tidal
depressional floodplain wetland.
W20 *
36.25833145
-79.97833151
T
HDD Bore
0
1,443
1,443
Wetland
Separated from Stream 17 by
distance of -25 feet.
Open cut, dewatering
Non -Tidal
structure, temporary
Wet hardwood forest. Directly
W12 *
36.25473915
-79.94785152
P, T
0
1,687
1,687
Wetland
crossing, access
abuts Stream 7.
clearin /ROW conversion
Non -Tidal
Access clearing/ROW
Wet hardwood forest. Directly
Impact Site 15
W10/11 **
36.25468143
-79.94759674
P
Wetland
conversion
abuts Stream 7.
0
172
172
Open cut, dewatering
Non -Tidal
structure, temporary
Wet hardwood forest. Directly
W9 **
36.25445242
-79.94741603
P, T
0
1,118
1,118
Wetland
crossing, access
abuts Stream 7.
clearing/ROW conversion
HDD Bore. Wetland in project
corridor is a wet hardwood forest
community. Wetland in existing
Non -Tidal
Impact Site 17
W6/7 **
36.25035371
-79.9367198
P
ROW conversion
ROW is a beaver pond consisting of
0
10,258
10,258
Wetland
open water and mixed
herbaceous/scrub-shrub vegetation.
Directly abuts Streams 3, 4, and 5.
Open cut, dewatering
Impact Site 18
W5 **
36.24824553
-79.93156634
P, T
Non -Tidal
structure, temporary
Wet hardwood forest. Directly
0
4,221
4,221
Wetland
crossing, access
abuts Stream 2.
clearing/ROW conversion
WX **
T
Non -Tidal
ROW conversion
0
1,251
1,251
Wetland
Impact Site 19
Non -Tidal
Access clearing/ROW
Wet hardwood forest. Directly
W1 **
36.23991632
-79.92456802
P, T
0
114
114
Wetland
conversion
abuts Stream 1.
* Roanoke River Basin
** Cape Fear River Basin
Total: 2,160
21,470
21,108
SF
SF
SF
0.05
0.49
0.48
Acres
Acres
Acres
SF in Roanoke
3974 River Basin
0.09 Acres
SF in Cape Fear
17134 River Basin
0.39 Acres

Line 446 Stream Impacts for the PCN
Stokes, Rockingham, and Guilford Counties
Revised 3-11-2019
* Roanoke River Basin
** Cape Fear River Basin
^ Subject to Jordan Lake 50 -foot buffer rule
Total: 0 1094.4
Feet Feet
Avg
Avg
Length Within
Length Within
Permanent (P)
Perennial (P) or
TOB
Bank
Temporary
Permanent
Impact Site
Stream ID
Stream Name
Lat
Long
or Temporary
Impacts
Notes
Intermittent (1)
Width
Height
Easement
Easement
(T)
(ft)
(ft)
(ft)
(ft)
Unnamed Trib of
Open cut, dewatering structure,
Impact Site 3
S26
Belews Crk *
36.27514545
-80.03027276
T
P
15
5
temporary crossing
0
67.5
Unnamed Trib of
Impact Site 4
S21
Belews Crk *
36.27286359
-80.02200739
N/A
1
3
2
Bore - no impact
0
0
Unnamed Trib of
Open cut, dewatering structure,
Impact Site 6
S25
Belews Crk *
36.26525844
-80.0097791
T
P
25
5
temporary crossing
Highly disturbed by cattle.
0
68.3
Unnamed Trib of
Open cut, dewatering structure,
Impact Site 7
S20/S35
Belews Crk *
36.260359
-79.999276
T
P
15
7
temporary crossing
0
96.9
Unnamed Trib of
Open cut, dewatering structure,
Impact Site 8
S19
Little Hogans Crk *
36.25866886
-79.98991995
T
P
14
7
temporary crossing
0
77
Unnamed Trib of
S16
*
36.25839645
-79.97866651
N/A
P
3
3
Bore - no impact
0
0
Impact Site 9
Hogans Crk
Unnamed Trib of
S17
Hogans Crk *
36.25832381
-79.97843172
N/A
P
6
6
Bore - no impact
0
0
Unnamed Trib of
Open cut, dewatering structure,
Upper reach in existing ROW is
Impact Site 10
S12
Hogans Crk *
36.25912529
-79.97224976
T
I/P
8
6
temporary crossing
intermittent. Lower reach in
0
126.3
forested area is perennial.
Unnamed Trib of
Open cut, dewatering structure,
Impact Site 11
S13
Hogans Crk *
36.25896925
-79.96886502
T
P
12
2
temporary crossing
0
60.9
Unnamed Trib of
Open cut, dewatering structure,
Impact Site 12
S14
Hogans Crk *
36.25897358
-79.96767842
T
1
7
4
temporary crossing
0
96.9
Unnamed Trib of
Open cut, dewatering structure,
Impact Site 13
S33
Hogans Crk *
36.259739
-79.962679
T
P
20
8
temporary crossing
0
79.1
Unnamed Trib of
Open cut, dewatering structure,
Flows to S32 via Hwy 68 culvert.
S34
Hogans Crk *
36.261515
-79.955965
T
1
20
15
temporary crossing
Impacts to both sides of Hwy 68.
0
95
Impact Site 14
Unnamed Trib of
Open cut, dewatering structure,
S32
Hogans Crk *
36.261509
-79.954914
T
1
6
7
temporary crossing
Flows from culvert under Hwy 68.
0
78
Impact Site 20
S31
Unnamed Trib of
*
36.26179
-79.954757
N/A
P
9
5
No new impact
Existing culvert
0
0
Hogans Crk
Unnamed Trib of
Open cut, dewatering structure,
Impact Site 15
S7/8 ^
Troublesome Crk **
36.25467754
-79.94766573
T
P
4
3
temporary crossing
0
91.9
Unnamed Trib of
Open cut, dewatering structure,
Impact Site 16
S6 ^
36.25223873
-79.94185597
T
P
6
4
0
96.2
Troublesome Crk **
temporary crossing
Unnamed Trib of
Upper reach in existing ROW is
S5
Troublesome Crk **
36.25057158
-79.93738176
N/A
1
7
3
Bore - no impact
impounded by beaver dam.
0
0
Impact Site 17
S4
Unnamed Trib of
79.93689481
-79.93712622
N/A
1
8
3
Bore - no impact
0
0
Troublesome Crk **
Upper reach in existing ROW is
S3 ^
Troublesome Crk **
36.25032582
-79.93689481
N/A
P
15
4
Bore - no impact
0
0
impounded by beaver dam.
Unnamed Trib of
Open cut, dewatering structure,
Culvert road crossing between
Impact Site 18
S2/S29 ^
Troublesome Crk **
36.24830449
-79.93197609
T
1
3
1
temporary crossing
S2a and S29a.
0
60.4
Unnamed Trib of Haw
Open cut, dewatering structure,
Culvert road crossing between
Impact Site 19
S1 ^
River **
36.24004255
-79.9247786
T
P
3
1
temporary crossing
S1 i and S1j.
0
0
* Roanoke River Basin
** Cape Fear River Basin
^ Subject to Jordan Lake 50 -foot buffer rule
Total: 0 1094.4
Feet Feet

LEGEND
CLEAR AND UB FULL PERMANENT EASEMENTED1
L21M
E EmP�Yt0N9�u�l�E� ®
DNEDKD� O
(USE HAND TOOLS WITHIN 10' OF STREAM).
) STREAM 32 CROSSING NOTES:
LO7o LIM—DI:,DAaNLDE -LUD-
—1-E — —
\ INSTALL SILT FENCE AS THE AREA IS CLEARED. 1. MATS WILL BE PLACED ACROSS THE STREAM TO CREATE WORKSPACE WHILE
INSTALL SLOPE BREAKERS/WATER BARS.
p s,L,F x E,NDD — sF L
F sILTF N EU T T p
F1 slLTso ��
F.71sILTEDIDIETPUo,EODUN (1
THE BORE UNDER THE ROAD IS INSTALLED.
INSTALL AMERICAN EXCELSIOR CURLEX I
\ ET ENGINEER APPROVED EQUIVALENT 2. ONCE THE BORE IS COMPLETED, THE CROSSING UNDER THE STREAM WILL BE
/ CONSTRUCTED.
ANDAPPROVED SEED MIXTURE AS SOON AS
AND A
/ \
FlElsEU,MEDTNL,EAaAD
\ \ POSSIBLE OR WITHIN 7 DAYS. ONCE THE
T-1--l- =_
/ \ PIPELINE IS INSTALLED, THE CURLEX AND GRASS 1/
SEED SHOULD BE RE—INSTALLED AS SOON AS r \ \
sLO aANEA ^^M�
Q T11-ea .. ®
\ POSSIBLE \
\ / / i / / 6RP,PHIC SCALE (IN FEET) -
TEM TD 1—UU o
DU111—E1T %/
FIRST ROW OF SILT FENCE / o�
\ SHALL BE PLACED 15 FT FROM / I/
M KRNMENTIDE11IG
F7q coxC—TRUDu HOUT
TOP OF BANK OF STREAM ; 1 mon= °n.
/.
o ­LE TD T©
TEDD. EESEn,EHT
99
STREAM 32 (INTERMITTENT) -
®
TEMPORARY IMPACT: OPEN
CUT FOR GAS LINE,
.1'.U'"BENE"T
DEWATERING STRUCTURE,
EQUIPMENT CROSSING/MAT
\
= CyED MEE )--(
\ `
SEE DETAIL 5 ON SF(EOT 9/'' -- _- _ -
/
\ -,FOR STREAM 3')L3'1 /' y h
IESTORAT(ON PLA 1 g95---------------
(PERENNIAL) B`5J / / - \ --- '---'" LL .-
-- -__ -
_ E RISING YiiL D-------
v I ""_ d' ' '„ �( O v -----------
v C7[ p = i _ o 4 yyx
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S
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f
-- -' STREAM
(INTERMITTiNT) I
TEMPORARY IMPACT: OPEN,/ p'I " \ Zf4 (R E Td +
CUT-FOR GAS LINE', '1`I - \\` 7L \ \\ ` \\\ \ 9 O O - - - / \\ Iy� %x0
\,\
t+"1
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-_" --- ,.935'--------- -I _
MPAG --------' f
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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 DATETO INSURE THERE IS NO RISK OF
REF. DWG(S)
PNG—G-446-0001008
INAPPROPRIATE DISCLOSER ALL PREVIOUS PAPER COPIES OF THIS DRAWING MUST BE DESTROYED IN ACCORDANCE WITH RECORDS & INFO. MANAGEMENT (RIM) POLICY 1001
PNG—G-446-0001009
`=OQ°�FESS 10 9'
° -
NO DATE
REVISION(S) DESCRIPTION BY
CHK
APPD
DESCRIPTION
APPROVALS
' ' F%dmorrt
LINE 446 — B E L E W S CREEK PIPELINE
EROSION CONTROL PLAN
SHEET 79 OF 94 DWG SCALE: AS SHOWN
0 09121/18
ISSUED FOR CONSTRUCTION JKC
CPD
WKG
AREA CODE
9335
E
SIGN4TURE/INITIPLS
REGIONAL
ENGINEER
DWG DATE 03/06/19 SUPERCEDED
1 10/02118
ISSUED FOR CONSTRUCTION REVISION JKC
CPD
WKG
ACCOUNT NUMBER
0107000
2 02101/19
EPSC REVISIONS AND ROUTE REVISIONS KRR
CPD
WKG
PROJECT NUMBER
1626546
TE
w\TUREIwrrlus
DRAWING NUMBER
REVISION
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Natural Gas
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COPYRIGHT 2014 PIEDMONT NATURAL GAS CORP.
STOKESDALE NC
f
PNG- C -446- 0001074
3
3 03100/19
EPSC REVISIONS KRR
CPD
MG
DRAWING BY
CPD
CHECKED BY
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OATE
03/06/2019
SIGN4TUREIN.— WKG
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CORP. OFFICE 4720 PIEDMONT ROW DRIVE
CHARLOTTE, NC 28210
RESOURCE CENTER REIDSVILLE
APPROVED BY
PNG-DISCIPLINE-RESOURCE CENTER-NUMBER

LEGEND
o A E
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1IN—
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F.71 SILTS—INLETI—N
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IMPACT: OPEN -CUT FOR GAS \
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EASEMENT PERMANENT
--------------- ---- 19 '--- \ 'fMPACTe ROW CONVERSION
/ LINE, DEWATERING '/
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a A,
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SOON AS
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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
REF. DWG(S)
PNG-G-446-0001008
INAPPROPRIATE DISCLOSER ALL PREVIOUS PAPER COPIES OF THIS DRAWING MUST BE DESTROYED IN ACCORDANCE WITH RECORDS & INFO. MANAGEMENT
(RIM) POLICY 1001
PNG-G-446-0001009
`=OQ°�FESS 10 9'
°
4 -
NO
DATE
REVISION(S) DESCRIPTION
BY
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APPD
DESCRIPTION
APPROVALS
' ' F%dmorrt
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EROSION CONTROL PLAN
SHEET $0 OF 9¢ DWG SCALE: AS SHOWN
0 09121/18
ISSUED FOR CONSTRUCTION JKC
CPD
WKG
AREA CODE
9335
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SIGNATURE
REGIONAL
ENGINEER
DWG DATE 03/06/19 SUPERCEDED
1 10/02118
ISSUED FOR CONSTRUCTION REVISION JKC
CPD
WKG
ACCOUNT NUMBER
0107000
2
02101/19
REVISIONS AND ROUTE REVISIONS
KRR
CPD
WKG
PROJECT NUMBER
1626546
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NATURE/wnlus
DRAWING NUMBER
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f
PNG-C-446- 0001075
3 03106/19
EPSC REVISIONS KRR
CPD
MG
DRAWING BY
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CHECKED BY
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°ATE
03/06/2019
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CORP. OFFICE 4720 PIEDMONT ROW DRIVE
CHARLOTTE, NC 28210
RESOURCE CENTER REIDSVILLE
APPROVED BY
PING -DISCIPLINE -RESOURCE CENTER -NUMBER

LEGEND
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A A
o TEMP-C°"-10EN­®
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HDD BORE /
m NO IMPAC
----_-----/
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EQUIPMENT CROSSING/MAT
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, \�VA
WET-LAND 6/7
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PERMANENT EASEMENT
PERMANENT IMPACT: ROW
CONVERSION
------------------
EXIASR04D
♦♦♦♦♦♦''0�
\
�\
FROM FORESTED
HDD TO NON-FORE STED
INSTALL TEMPORARY
ACCESS RO D
INSTALL TEMPORARY
\ INSTALL TEMPORARY -
`
EXIIT
STREAM 3
- - STREAM 5
STORMWATER V A
CONVEYANCE \ V
\ REFER TO DETAIL
STORM WATER V (
CONVEYANCE \ \ 4 ON SHEET 5�
\
\ STORMWATER
�' CONVEYANCE
60' PROPOSED
—°o, -�
°R�A.�n (PERENNIAL)
(INTERMITTENT) % G'
HDD BORE !; HDD BORE
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0 0
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-
PERMANENT $
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\
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Fl—_ �
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- '
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,
\ /
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ROW 270'
- j
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CLEAR AND GRUB 30' EASEMENT CENTERED O
GAS LINE. USE HAND TOOLS WITHIN 10' O
WETLANDS AND DO NOT REMOVE ROOTS.
------
-
__ - -__- S EA OF
_,-- \ ---------' ZO�II?S
'i FO FER
-
INSTALL SILT FENCE AS THE AREA IS C t REM.
--
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INSTALL APPROVED UPLAND AND LANG i
-----
----------=------------------=�
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--------------�=-- --- ------------------
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SEED MIXTURE AS SOON AS POSE LES@-N«-= -' - -
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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
PNG-G-446-0001008
INAPPROPRIATE DISCLOSER ALL PREVIOUS PAPER COPIES OF THIS DRAWING MUST BE DESTROYED IN ACCORDANCE
WITH RECORDS & INFO. MANAGEMENT (RIM) POLICY 1001
PNG-G-446-0001009
`=0Q'�FESS IO
°
4 -
NO DATE
REVISION(S) DESCRIPTION
BY
CHK
APPD
DESCRIPTION
APPROVALS
F%dmorrt
1111NIaWrall
LINE 446 - B E L E W S CREEK PIPELINE
SHEET $1 OF 9¢ DWG SCALE: AS SHOWN
0 09121/18
ISSUED FOR CONSTRUCTION JKC
CPD
WKS
AREA CODE
9335
E
SIGNATURE/INITIPLS
REGIONAL
ENGINEER
DWG DATE 03/06/19 SUPERCEDED
1 10/02118
ISSUED FOR CONSTRUCTION REVISION JKC
CPD
WKS
ACCOUNT NUMBER
0107000
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Gas
EROSION
CONTROL PLAN
2 02101/19
EPSC REVISIONS AND ROUTE REVISIONS
KRR
CPD
WKS
PROJECT NUMBER
1626546
on TE
NATURE„amus
SIG—RE
DRAWING NUMBER
REVISION
%`/.•NC INET•°��\`
MGR TECH
3 03100/19
EPSC REVISIONS
KRR
CPD
MG
DRAWING BY
CPD
.....-°�*,�
„ KEITH
REC&STD
COPYRIGHT
2014 PIEDMONT NATURAL GAS CORP.
STOKESDALE NC
f
PNG— C — 446 — 0001076
3
CHECKED BY
CPD
°ATE
SIGNATUREIN.— WKG
I.�'e ��_� (�
A.111
PRINCIPAL
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CORP. OFFICE 4720 PIEDMONT ROW DRIVE
RESOURCE CENTER REIDSVILLE
APPROVED BY
PNG-DISCIPLINE-RESOURCE CENTER-NUMBER
03/06/2019
W
ENGINEER
CHARLOTTE, NC 28210

LEGEND
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ED
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j'a -CLEAR AND GRUB 30' EASEMENT CENTERED ON
v N GAS LINE. USE HAND TOOLS WITHIN 10' OF
I'
WETLANDS AND DO NOT REMOVE ROOTS.
INSTALL SILT FENCE AS THE AREA IS CLEARED.
INSTALL APPROVED UPLAND AND WETLAND
SEED MIXTURE AND STRAW AS SOON
AS
POSSIBLE. DO NOT PLACE MATS ACROSS T - ---\
4
\ \ $
WETLAND FOR ACCESS. ,/i ----- ,; \\; i ® \ \I \ \
SEEg1L 3 ON \ \ / o 1 0\ \ \\
\ SHEET 94 q TR \
--- ---___"" _�A�\
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--- ,; ' \\: :'ao'TEMPu -------- o \ +
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--- __ --- _ /
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(PERENNIAL) / '--- ------ " a' o / / .Wo— B,
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NODIMPACT / o
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a.
i' ' o o \ \ -- o _-- IN
F1 Low
-"-STRIEA�VI 2(29)�{IVE�LAND'SA PERMANE
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V _ �a
rPEN UT/FOIL GAS, I)NP'
___----_--- �_ S i Q TJ,APEN CUT FO 1 i / \
� �
SB i � LINE, DEWIATIERI G `. — - -
1'1 I ' ,��' I I 1 ) 4 \ �1�` NE, DE)IIIATERMG, \ T-�25'.SETBACK FIRpM� +y \
- ST�tUCTURE �— RUCTURE, EQUIPMENT ` -� \
EXI ING TOWER -
"' PROPOSED GAS i J- EQI EN I CULVERT ICRQS G/M/�LP1�4CEIpI ad
:.` LINE - - CROSSING/I'IIAT y / \ I \N k
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-��" i b0' PROPOSED � � E- � � - WETLi�ND $B PERMANENT
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PERMANENT /' /�"� i �`i�� /E/�bEMENT PERMANENT i- _ - '"_��----''�-'-_--__--
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ACCESS ROAD' �-r - ,_ A `, -
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- -
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-
`%� EXISTING VULCAN
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-- , ----- QUARRY
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 PNG-G-446-0001008
INAPPROPRIATE DISCLOSER ALL PREVIOUS PAPER COPIES OF THIS DRAWING MUST BE DESTROYED IN ACCORDANCE WITH RECORDS & INFO. MANAGEMENT (RIM) POLICY 1001 PNG-G-446-0001009
`=OQ°�FESS/° 9'
°
4 -
NO DATE
REVISION(S) DESCRIPTION BY
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APPD
DESCRIPTION
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' ' ■ �Vdmorrt
SHEET 82 OF 9¢ DWG SCALE: AS SHOWN
LINE 446 — B E L E W S CREEK PIPELINE
DWG DATE 03/06/19 SUPERCEDED
0 09/21/18
ISSUED FOR CONSTRUCTION JKC
CPD
WKG
AREA CODE
9335
E
SIGN4TURE/INITIPLS
REGIONAL
ENGINEER
1 10/02/18
ISSUED FOR CONSTRUCTION REVISION JKC
CPD
WKG
ACCOUNT NUMBER
0107000
��/��
�6/`F"
Natural Gas
EROSION CONTROL PLAN DRAWING NUMBER REVISION
2 02101/19
EPSC REVISIONS AND ROUTE REVISIONS KRR
CPD
WKG
PROJECT NUMBER
1626546
on Te
ro`TuaE'INnlus
SIG—RE
%`/.•NC INET•°��\`
MGR TECH
3 03/00/19
EPSC REVISIONS KRR
CPD
WKG
DRAWING BY
CPD
9,yj••...-•�*,�
KEITH
REC&STD
COPYRIGHT2014PIEDMONT NATURAL GAS CORP.
STOKESDALE NC
f PNG-C-446- 0001077
CHECKED BY
CPD
OATE
SIGN4TUREIN.- WKG
I.�'e ��_� (�
PRINCIPAL
,
CORP. OFFICE 4720 PIEDMONT ROW DRIVE
RESOURCE CENTER REIDSVILLE
APPROVED BY
03/06/2019
W ��'\�v
ENGINEER
CHARLOTTE, INC 28210
PING -DISCIPLINE -RESOURCE CENTER -NUMBER

LEGEND
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ED 1
o x1 iER�E x99 - xF
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— j \off\ FFp\ TbPS LAND STOCKPILE IT, ONE
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ASILIZED USING TEMPORARY
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THE TOPSOIL WILL BE SPREAD � � f I - ° CD
� P I
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\ \ PERMANENTLY ST�►BILIZED� FoRADLEAREACCES$ \ \
ROAD X\1
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PROPRIETARY & CONFIDENTIAL ALL RIGHTS RESERVED • DO NOT SCALE THIS DRAWING • USE DIMENSIONS ONLY
PIEDMONT'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
REF. DWG(S)
PNG-G-446-0001008
INAPPROPRIATE DISCLOSER ALL PREVIOUS PAPER COPIES OF THIS DRAWING MUST BE DESTROYED IN ACCORDANCE WITH RECORDS & INFO. MANAGEMENT (RIM) POLICY 1001
PNG-G-446-0001009
,04 -
NO DATE
REVISION(S) DESCRIPTION BY
CHK
APPD
DESCRIPTION
APPROVALS
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LINE 446 — B E L E W S CREEK PIPELINE
EROSION CONTROL PLAN
SHEET $¢ OF 9¢ DWG SCALE: AS SHOWN
9 99/2,/,8
ISSUED FOR CONSTRUCTION JKC
CPD
WKG
AREA CODE
9335
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SIGNATURE/INITIPLS
REGIONAL
ENGINEER
DWG DATE 03/06/19SUPERCEDED
1 10/02/18
ISSUED FOR CONSTRUCTION REVISION JKC
CPD
WKG
ACCOUNT NUMBER
0107000
0210,/19
EPSC REVISIONS AND ROUTE REVISIONS KRR
CPD
WKG
PROJECT NUMBER
1626546
on Te
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MGR TECH
DRAWING NUMBER
REVISION
6/`N•'2
<";.. A'G I �NEE`�.'°��
Gas
3 03106/19
EPSC REVISIONS KRR
CPD
WKG
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COPYRIGHT 2014 PIEDMONT NATURAL GAS CORP.
CORP. OFFICE 4720 PIEDMONT ROW DRIVE
STOKESDALE NC
f
RESOURCE CENTER REIDSVILLE
PNG-C-446- 0001079
CHECKED BY
CPD
°ATE
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APPROVED BY
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03/06/2019
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ENGINEER
CHARLOTTE, NC 28210

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