20210364 Ver 1_More Information Received_20220513

Staff Review Form
NORTH CAROLINA
Envlronm¢ntcl Qvofiry
Updated September 4, 2020
Staff Review
Does this application have all the attachments needed to accept it into the review process?*
Yes No
ID# *
20210364
Version* 1
Is this project a public transportation project?*
Yes
• No
Reviewer List: * Colleen Cohn:eads\cmcohn
Select Reviewing Office: *
Raleigh Regional Office - [phone]
Does this project require a request for payment to be sent?*
Yes
No

Project Submittal Form
Please note: fields marked with a red asterisk * below are required. You will not be able to submit the form until all
mandatory questions are answered.
Project Type: *
For the Record Only (Courtesy Copy)
New Project
Modification/New Project with Existing ID
More Information Response
Other Agency Comments
Pre -Application Submittal
Re-Issuance\Renewal Request
Stream or Buffer Appeal
Pre -Filing Meeting Date Request was submitted on:
Is this supplemental information that needs to be sent to the Corps?*
Yes No
Project Contact Information
Name:
John Farmer
Who is submitting the information?
Email Address: [e-mail]
Project Information
Existing ID #:
20210364
20170001 (no dashes)
Project Name: PNG Line 142
Is this a public transportation project?
Yes
No
Existing Version:
1
Is the project located within a NC DCM Area of Environmental Concern (AEC)?
Yes No Unknown
County (ies)
Wake
Johnston
Please upload all files that need to be submited.
Click the upload button or drag and drop files here to attach document
PNG SAW-2021-01288 Plans 13 May 22.pdf
PNG SAW-2021-01288 Water Resource Impacts 13
May 22.pdf
Only pdf or kmz files are accepted.
24.59MB
215.84KB

Describe the attachments or
comments:
Sign and Submit
By checking the box and signing box below, I certify that:
• I, the project proponent, hereby certifies that all information contained herein is true, accurate, and complete to the
best of my knowledge and belief.
• I, the project proponent, hereby requests that the certifying authority review and take action on this CWA 401
certification request within the applicable reasonable period of time.
• I agree that submission of this online form is a "transaction" subject to Chapter 66, Article 40 of the NC General
Statutes (the "Uniform Electronic Transactions Act");
• I agree to conduct this transaction by electronic means pursuant to Chapter 66, Article 40 of the NC General
Statutes (the "Uniform Electronic Transactions Act");
• I understand that an electronic signature has the same legal effect and can be enforced in the same way as a
written signature; AND
• I intend to electronically sign and submit the online form.
Signature:
Submittal Date: Is filled in automatically.

2a. Site #
2a1. Reason
2b. Impact Type
Wetland Impacts
2c. Type of Wetland 2d. Wetland Name 2e. Forested
2f. Type of 2g. Impact Area - 2g. Impact Area -
Jurisdiction temporary (acres) permanent (acres)
Wl
Open cut, temporary wetland crossing/mat placement, potential
sheet pile, dewatering structure
T
Headwater Forest Wetland
W1
No
Corps
0.062
W1A
Temporary wetland crossing/ mat placement
T
Headwater Forest Wetland
W1A
Yes
Corps
0.149
W1B
Open cut, temporary wetland crossing/mat placement, potential
sheet pile, dewatering structure. Permanent impact due to
transition of forested to non -forest wetland.
P
Headwater Forest Wetland
W1B
Yes
Corps
0.058
W2
Temporary wetland crossing/ mat placement. HDD bore of gas
line. Permanent impact due to transition of forested to non-
forest wetland.
P
Headwater Forest Wetland
W2
Yes
Corps
0.066
W3
Open cut, temporary wetland crossing/mat placement, potential
sheet pile, dewatering structure. Permanent impact due to
transition of forested to non -forest wetland.
P
Headwater Forest Wetland
W3
Yes
Corps
0.015
W5B-A
Open cut, temporary wetland crossing/mat placement, potential
sheet pile, dewatering structure. Permanent impact due to
transition of forested to non -forest wetland.
P
Headwater Forest Wetland
W5B
Yes
Corps
0.013
W5B-B
Open cut, temporary wetland crossing/mat placement, potential
sheet pile, dewatering structure. Temporary impact within
temporary easement.
T
Headwater Forest Wetland
W5B
Yes
Corps
0.026
W4C
Temporary wetland crossing/ mat placement. HDD bore of gas
line. Permanent impact due to transition of forested to non-
forest wetland.
P
Bottomland Hardwood Forest
W4C
Yes
Corps
0.001
W4D
Temporary wetland crossing/ mat placement. HDD bore of gas
line. Permanent impact due to transition of forested to non-
forest wetland.
P
Bottomland Hardwood Forest
W4D
Yes
Corps
0.025
W4A-A
Temporary wetland crossing/ mat placement. HDD bore of gas
line. Permanent impact due to transition of forested to non-
forest wetland.
P
Bottomland Hardwood Forest
W4A
Yes
Corps
0.213
W4A-B
Temporary wetland crossing/ mat placement
T
Bottomland Hardwood Forest
W4A
Yes
Corps
0.194
W4E
Temporary wetland crossing/ mat placement. HDD bore of gas
line. Permanent impact due to transition of forested to non-
forest wetland.
P
Bottomland Hardwood Forest
W4E
Yes
Corps
0.099
W4F
Open cut, temporary wetland crossing/mat placement,
dewatering structure. Permanent impact due to transition of
forested to non -forest wetland.
P
Bottomland Hardwood Forest
W4F
Yes
Corps
0.058
W5-A
Open cut, temporary wetland crossing/mat placement, potential
sheet pile, dewatering structure. Permanent impact due to
transition of forested to non -forest wetland.
P
Headwater Forest Wetland
W5
Yes
Corps
0.111
W5-B
Temporary wetland crossing/mat placement. Temporary impact
within temporary easement.
T
Headwater Forest Wetland
W5
Yes
Corps
0.070
W6-Al
Open cut, temporary wetland crossing/mat placement, potential
sheet pile, dewatering structure. Permanent impact due to
transition of forested to non -forest wetland.
P
Headwater Forest Wetland
W6
Yes
Corps
0.190
W6-B1
Temporary wetland crossing/mat placement. Temporary impact
within temporary easement.
T
Headwater Forest Wetland
W6
Yes
Corps
0.064
W6B
Temporary wetland crossing/ mat placement (Access road)
Headwater Forest Wetland
W6B
Yes
Corps
0.022

2a. Site #
2a1. Reason
2b. Impact Type
Wetland Impacts
2c. Type of Wetland 2d. Wetland Name 2e. Forested
2f. Type of 2g. Impact Area - 2g. Impact Area -
Jurisdiction temporary (acres) permanent (acres)
W6A
Temporary wetland crossing/ mat placement. HDD bore of gas
line. Permanent impact due to transition of forested to non-
forest wetland.
P
Bottomland Hardwood Forest
W6A
Yes
Corps
0.017
W7-A
Open cut, temporary wetland crossing/mat placement, potential
sheet pile, dewatering structure. Permanent impact due to
transition of forested to non -forest wetland.
P
Bottomland Hardwood Forest
W7
Yes
Corps
0.320
W7-B
Temporary wetland crossing/mat placement. Temporary impact
within temporary easement.
T
Bottomland Hardwood Forest
W7
Yes
Corps
0.096
W7C-A
Open cut, temporary wetland crossing/mat placement, potential
sheet pile, dewatering structure. Permanent impact due to
transition of forested to non -forest wetland.
P
Bottomland Hardwood Forest
W7C
Yes
Corps
0.014
W7C-B
Temporary wetland crossing/mat placement. Temporary impact
within temporary easement.
T
Bottomland Hardwood Forest
W7C
Yes
Corps
0.053
W7D-A
Open cut, temporary wetland crossing/mat placement, potential
sheet pile, dewatering structure. Permanent impact due to
transition of forested to non -forest wetland.
P
Bottomland Hardwood Forest
W7D
Yes
Corps
0.017
W7D-B
Temporary wetland crossing/mat placement. Temporary impact
within temporary easement.
T
Bottomland Hardwood Forest
W7D
Yes
Corps
0.027
W7E-A
Open cut, temporary wetland crossing/mat placement, potential
sheet pile, dewatering structure. Permanent impact due to
transition of forested to non -forest wetland.
P
Headwater Forest Wetland
W7E
Yes
Corps
0.008
W7E-B
Temporary wetland crossing/mat placement. Temporary impact
within temporary easement.
T
Headwater Forest Wetland
W7E
Yes
Corps
0.015
W8-A
Open cut, temporary wetland crossing/mat placement, potential
sheet pile, dewatering structure. Permanent impact due to
transition of forested to non -forest wetland.
P
Headwater Forest Wetland
W8
Yes
Corps
0.014
W8-B
Temporary wetland crossing/mat placement. Temporary impact
within temporary easement.
T
Headwater Forest Wetland
W8
Yes
Corps
0.048
W9-A
Open cut, temporary wetland crossing/mat placement, potential
sheet pile, dewatering structure. Permanent impact due to
transition of forested to non -forest wetland.
P
Bottomland Hardwood Forest
W9
Yes
Corps
0.184
W9-B
Temporary wetland crossing/mat placement. Temporary impact
within temporary easement.
T
Bottomland Hardwood Forest
W9
Yes
Corps
0.533
W9C-A
Open cut, temporary wetland crossing/mat placement, potential
sheet pile, dewatering structure. Permanent impact due to
transition of forested to non -forest wetland.
P
Headwater Forest Wetland
W9C
Yes
Corps
0.008

2a. Site #
2a1. Reason
2b. Impact Type
Wetland Impacts
2c. Type of Wetland 2d. Wetland Name 2e. Forested
2f. Type of 2g. Impact Area - 2g. Impact Area -
Jurisdiction temporary (acres) permanent (acres)
W9C-B
Temporary wetland crossing/mat placement. Temporary impact
within temporary easement.
T
Headwater Forest Wetland
W9C
Yes
Corps
0.060
W9D-A
Open cut, temporary wetland crossing/mat placement, potential
sheet pile, dewatering structure. Permanent impact due to
transition of forested to non -forest wetland.
P
Headwater Forest Wetland
W9D
Yes
Corps
0.008
W9D-B
Temporary wetland crossing/mat placement. Temporary impact
within temporary easement.
T
Headwater Forest Wetland
W9D
Yes
Corps
0.023
W9E-A
Open cut, temporary wetland crossing/mat placement, potential
sheet pile, dewatering structure. Permanent impact due to
transition of forested to non -forest wetland.
P
Headwater Forest Wetland
W9E
Yes
Corps
0.007
W9E-A
Permanent acces road crossing in forested wetland
P
Headwater Forest Wetland
W9E
Yes
Corps
0.002
W9E-B
Temporary wetland crossing/mat placement. Temporary impact
within temporary easement.
T
Headwater Forest Wetland
W9E
Yes
Corps
0.015
Permanent fill mitigation ratio 2:1
Permanent conversion mitigation ratio 1:1
Total:
1.457
Acres
1.448
Acres

3a. Reason for Impact
Stream Impacts
3b. Impact 3c. Type of 3d. Stream 3e. Stream 3f. Type of 3g. Stream 3h. Impact Area of Impact - Area of Impact -
Type Impact Name Type Jurisdiction Width (ft) Length (ft) Temporary (SF) Permanent (SF)
S1
Open cut, temporary stream crossing/ mat
placement, potential blasting, dewatering structure
T
Other
S1
Intermittent
Both
4
78
312
S2
Open cut, temporary stream crossing/ mat
placement, potential blasting, dewatering structure
T
Other
S2
Intermittent
Both
4
81
324
S3
Open cut, temporary stream crossing/ mat
placement, potential blasting, dewatering structure
T
Other
S3
Intermittent
Both
5
106
530
S4
Open cut, temporary stream crossing/ mat
placement, potential blasting, dewatering structure
T
Other
S4
Perennial
Both
4
59
236
S5
Open cut, temporary stream crossing/ mat
placement, potential blasting, dewatering structure
T
Other
S5
Intermittent
Both
2
93
186
S6
Temporary stream crossing/ mat placement
T
Other
S6
Intermittent
Both
2
19
38
S7
HDD bore. Temporary stream crossing/ mat
placement.
T
Other
S7
Perennial
Both
2
20
40
S8
HDD bore. Temporary stream crossing/ mat
placement.
T
Other
S8
Perennial
Both
10
20
200
S9
HDD bore. Temporary stream crossing/ mat
placement.
T
Other
S9
Intermittent
Both
4
20
80
S10
HDD bore. Temporary stream crossing/ mat
placement.
T
Other
S10A
Intermittent
Both
10
20
200
S11
HDD bore. Temporary stream crossing/ mat
placement.
T
Other
S10
Intermittent
Both
12
20
240
S12
HDD bore. Temporary stream crossing/ mat
placement.
T
Other
S10B
Intermittent
Both
3
68
204
S13
Temporary stream crossing - pullback area
T
Culvert
S11B
Intermittent
Both
2
20
40
S14
Temporary stream crossing - pullback area
T
Culvert
S11C
Intermittent
Both
2
20
40
S15
Open cut, temporary stream crossing/ mat
placement, potential blasting, dewatering structure
T
Other
S11A
Intermittent
Both
2
145
290
S16
Open cut, temporary stream crossing/ mat
placement, potential blasting, dewatering structure
T
Other
S12
Intermittent
Both
3
91
273
S17
Open cut, temporary stream crossing/ mat
placement, potential blasting, dewatering structure
T
Other
S13
Intermittent
Both
2
87
174
S18
HDD bore. Temporary stream crossing/ mat
placement.
T
Other
S14
Intermittent
Both
5
20
100
S19
Open cut, temporary stream crossing/ mat
placement, potential blasting, dewatering structure
T
Other
S15A
Intermittent
Both
8
94
752

3a. Reason for Impact
Stream Impacts
3b. Impact 3c. Type of 3d. Stream 3e. Stream 3f. Type of 3g. Stream 3h. Impact Area of Impact - Area of Impact -
Type Impact Name Type Jurisdiction Width (ft) Length (ft) Temporary (SF) Permanent (SF)
S20
Open cut, temporary stream crossing/ mat
placement, potential blasting, dewatering structure
T
Other
S15B
Intermittent
Both
8
84
672
S21
Open cut, temporary stream crossing/ mat
placement, potential blasting, dewatering structure
T
Other
S16
Intermittent
Both
8
82
656
S22
Open cut, temporary stream crossing/ mat
placement, potential blasting, dewatering structure
T
Other
S17
Perennial
Both
18
80
1440
S23
Open cut, temporary stream crossing/ mat
placement, potential blasting, dewatering structure
T
Other
S18
Intermittent
Both
4
110
440
S24
Open cut, temporary stream crossing/ mat
placement, potential blasting, dewatering structure
T
Other
S19
Intermittent
Both
3
155
465
S25
Open cut, temporary stream crossing/ mat
placement, potential blasting, dewatering structure
T
Other
S20
Perennial
Both
8
81
648
S26
Open cut, temporary stream crossing/ mat
placement, potential blasting, dewatering structure
T
Other
S21
Intermittent
Both
3
111
333
S27
Open cut, temporary stream crossing/ mat
placement, potential blasting, dewatering structure
T
Other
S22
Intermittent
Both
5
84
420
S28
Open cut, temporary stream crossing/ mat
placement, potential blasting, dewatering structure
T
Other
S23
Intermittent
Both
4
85
340
S29
Temporary stream crossing/ mat placement
T
Other
S23A
Intermittent
Both
2
28
56
S30
Temporary stream crossing/ mat placement
T
Other
S23B
Intermittent
Both
2
10
20
S31
Open cut, temporary stream crossing/ mat
placement, potential blasting, dewatering
structure. Stabilize using Geogrid Channel bank
stabilization method seen in plans.
T
Other
S24
Intermittent
Both
4
85
340
S32
Open cut, temporary stream crossing/ mat
placement, potential blasting, dewatering structure
T
Other
S24A
Intermittent
Both
4
85
340
S33
Open cut, temporary stream crossing/ mat
placement, potential blasting, dewatering structure
T
Other
S25
Intermittent
Both
4
85
340
S34
Permanent stream crossing for operations and
maintenance access.
P
Culvert
S25
Intermittent
Both
4
15
60
S35
Open cut, temporary stream crossing/ mat
placement, potential blasting, dewatering
structure. Stabilize using Geogrid Channel bank
stabilization method seen in plans.
T
Other
S26
Perennial
Both
12
200
2400

3a. Reason for Impact
Stream Impacts
3b. Impact 3c. Type of 3d. Stream 3e. Stream 3f. Type of 3g. Stream 3h. Impact Area of Impact - Area of Impact -
Type Impact Name Type Jurisdiction Width (ft) Length (ft) Temporary (SF) Permanent (SF)
S36
Open cut, temporary stream crossing/ mat
placement, potential blasting, dewatering structure
T Other S27 Intermittent Both 5 201 1005
S37
Open cut, temporary stream crossing/ mat
placement, potential blasting, dewatering structure
T Other S28 Perennial Both 2 60 120
Permanent stream crossing for regulator station
S38 P Culvert S28 Perennial Both 2 20 40
access.
Tota I:
14,294
100

Sheet List Table 70 E&SC PLAN-15 PNG-C-142-0001069 0
71 E&SC PLAN-16 PNG-C-142-0001070 0
SHEET TITLE PNG REVISIONS 72 E&SC PLAN-17 PNG-C-142-0001071 0
CONSTRUCTION PLANS NUMBER NUMBER 73 E&SC PLAN-18 PNG-C-142-0001072 0
1 COVER SHEET PNG-G-142-0001000 0 74 E&SC PLAN-19 PNG-C-142-0001073 0
2 GENERAL NOTES &ABBREVIATIONS PNG-G-142-0001001 0 75 E&SC PLAN-20 PNG-C-142-0001074 0
FOR 3 CIVIL DETAILS PNG-G-142-0001002 0 76 E&SC PLAN-21 PNG-C-142-0001075 0
4 CATHODIC DETAILS PNG-G-142-0001004 0 77 E&SC PLAN-22 PNG-C-142-0001076 0
5 CATHODIC TEST STATION SUMMARY PNG-G-142-0001003 0 78 E&SC PLAN-23 PNG-C-142-0001077 0
6 TYPICAL RIGHT-OF-WAY LAYOUT PNG-G-142-0001005 0 79 E&SC NOTES PNG-C-142-0001079 0
LINE 14.2 PIPELINE 7 CONSTRUCTION ACCESS ROADS PNG-C-142-0001000 0 80 E&SC SEEDING REQUIREMENTS PNG-C-142-0001081 0
8 CONSTRUCTION ACCESS ROADS PNG-C-142-0001001 0 81 E&SC DETAILS PNG-C-142-0001082 0
9 CONSTRUCTION ACCESS ROADS PNG-C-142-0001002 0 82 E&SC DETAILS PNG-C-142-0001083 0
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C LAYT O N , NORTH CA RO L I N A 11 CONSTRUCTION ACCESS ROADS PNG-C-142-0001004 0 84 E&SC DETAILS PNG-C-142-0001085 0
12 CONSTRUCTION ACCESS ROADS PNG-C-142-0001005 0 85 E&SC DETAILS PNG-C-142-0001091 0
CP#: 0232195 13 BILL OF MATERIALS PNG-C-142-0001006 0 86 NCRR NORFOLK SOUTHERN 092.26-NC PNG-C-142-0001086 0
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i:! _ "� :'" 18 CLAYTON COMPRESSOR SITE PLAN PNG-C-142-0001103 0 91 ACCESS RD 003 GRADING & EPSC PNG-C-142-0001092 0
r� 4 N 19 12 IN ALIGNMENT PLAN & PROFILE PNG-C-142-0001016 0 92 ACCESS RD 003 GRADING & EPSC (2) PNG-C-142-0001093 0
93 ACCESS RD 003 GRADING & EPSC (3) PNG-C-142-0001094 0
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' ----"-`• ' at . - 'J - 21 12 IN ALIGNMENT PLAN & PROFILE PNG-C-142-0001018 0 94 ACCESS RD 007 GRADING & EPSC PNG-C-142-0001011 0
95 ACCESS RD 007 GRADING & EPSC (2) PNG-C-142-0001012 0
� /0 22 12 IN ALIGNMENT PLAN & PROFILE PNG-C-142-0001019 0
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24 12 IN ALIGNMENT PLAN & PROFILE PNG-C-142-0001021 0
97 ACCESS RD 009 GRADING & EPSC PNG-C-142-0001014 0
' -OJT ,,,- 1F 25 12 IN ALIGNMENT PLAN & PROFILE PNG-C-142-0001022 0 98 ACCESS RD 009 GRADING & EPSC (2) PNG-C-142-0001015 0
�(.�'G.�O� ilio 26 12 IN ALIGNMENT PLAN & PROFILE PNG-C-142-0001023 0 99 ACCESS RD 009 GRADING & EPSC (3) PNG-C-142-0001053 0
�, �� _ R- f . ;rA .J 27 12 IN ALIGNMENT PLAN & PROFILE PNG-C-142-0001024 0 100 ACCESS RD 009 GRADING & EPSC (4) PNG C 142 0001054 0
C'' �' ^ 28 12 IN ALIGNMENT PLAN & PROFILE PNG-C-142-0001025 0 101 ACCESS RD 009 GRADING & EPSC (5) PNG-C-142-0001078 0
i, :: 'iip �"a _ 29 12 IN ALIGNMENT PLAN & PROFILE PNG-C-142-0001026 0 102 ACCESS RD 011 GRADING & EPSC PNG-C-142-0001080 0
a ' f 0,.o`e.: -47: sOc ' + 30 12 IN ALIGNMENT PLAN & PROFILE PNG-C-142-0001027 0 103 ACCESS RD 011 GRADING & EPSC (2) PNG-C-142-0001095 0
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{ �lx "� `.i ` .i. ` - . 32 12 IN ALIGNMENT PLAN & PROFILE PNG-C-142-0001029 0 105 ACCESS RD 011 GRADING & EPSC (4) PNG-C-017-0001100 0
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35 12 IN ALIGNMENT PLAN & PROFILE PNG-C-142-0001032 0 108 ACCESS RD 013 GRADING & EPSC PNG-C-142-0001102 0
END PROJECT Jy $ '°' -4,,,-4,,,LAT: N 35.414252° 36 12 IN ALIGNMENT PLAN & PROFILE PNG-C-142-0001033 0 109 COVERED BRIDGE RS GRADING PLAN PNG-C-025-0001104 0
•
LONG: W 78.231302° f ,` -� : Mr
37 12 IN ALIGNMENT PLAN & PROFILE PNG-C-142-0001034 0 110 MLV-2 GRADING PLAN PNG-C-142-0001105 0
US 70 � ill
�• ti $ 38 12 IN ALIGNMENT PLAN & PROFILE PNG-C-142-0001035 0 111 LAUNCHER & RECEIVER PIPING SECTIONS PNG-M-142-0001004 0
_ 4119 I. 39 12 IN ALIGNMENT PLAN & PROFILE PNG-C-142-0001036 0 112 STREAM BUFFER DETAILS PNG-C-142-0001108 0
% Y' f' ' '; P 1 rlr 40 10 IN ALIGNMENT PLAN & PROFILE PNG-C-142-0001037 0 113 STREAM BUFFER DETAILS PNG-C-142-0001109 0
eli
BEGIN PROJECT `� I - ' i 4' Vy -''' .:( ,V , - "V geiLiP
LAT: N 35.402170° - `- _ L ''� ��,.# " 41 US 70-NCRR HDD-1 PNG-C-142-0001038 0 114 STREAM BUFFER DETAILS PNG-C-142-0001110 0
LONG: W 78.311459° _ .�'��'" 1 r ia wio 42 CITY OF RALEIGH HDD-2 PNG-C-142-0001039 0 115 STREAM BUFFER DETAILS PNG-C-142-0001111 0
':•I*f ' I~ ` .� ti.`.�- ':i,': ; i wA 43 SHOTWELL RD HDD 3 PNG-C-142-0001040 0 116 STREAM BUFFER DETAILS PNG-C-142-0001112 0
''' 3 cfs 44 SHOTWELL RD HDD 3 PNG-C-142-0001041 0 117 STREAM BUFFER DETAILS PNG-C-142-0001116 0
Iu •PN, _ { fit /� �C.° ,
f r �-' ., '° s _ • •�r ..1 .! -� 45 NEUSE RIVER HDD-4 PNG-C-142-0001042 0 118 STREAM BUFFER DETAILS PNG-C-142-0001117 0
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- � � •3 { xi 46 E GARNER ROAD BORE PNG-C-142-0001043 0 119 STREAM BUFFER DETAILS PNG-C-142-0001118 0
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57 E&SC PLAN-2 PNG-C-142-0001056 0 REF RECEIVER SKID DETAIL 4 -- 2
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DISCIPLINE / RESOURCE CENTER / LINE NUMBER

LEGEND
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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 ONLYTHROUGH THE LATEST REVISED DATE * TO INSURE THERE IS NO RISK OF INAPPROPRIATE DISCLOSURE ALL PREVIOUS PAPER COPIES OF THIS DRAIMNG MUST BE DESTROYED IN ACCORDANCE
WITH RECORDS & INFO. MANAGEMENT (RIM) POLICY 1001
REF. DWG(S) PNG-G-142-0001000
NO.
DATE
REVISION(S) DESCRIPTION
BY
CHK
APPD
DESCRIPTION
APPROVALS
SHEET(S)57 OF 119
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0
05/09/2022
ISSUE FOR CONSTRUCTION
JB
TFG
WKG
AREA CODE
1853
DATE
INITIALS
REGIONALLINE
142
PIPELINE
DWG DATE09/17/2021
SUPERSEDED
ACCOUNT NUMBER
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ENGINEERNEER
PNG
DRAWING
—C-142-0001056
NUMBER
REVISION
0
NUMBER
0232195
DATE
NITIALS
MGR TECHENERGY�
1 DUKE nig
Piedmont
Natural Gas
E&SC
PLAN
2
DRAWING BY
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STATION ID
DATE
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PRINCIPAL
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CHECKER INITIALS
TFG
05/09/2022
WKG
ENGINEER
COPYRIGHT 2018
Resource Center GOLDSBORO, NC

LEGEND
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PIFnMONT s NATURAL GAS FACILITY DRAWINGS ARE CONSIDERED CONFIDENTIAL (OM-1095) DRAWING IS CUf'RENT ONLY THROUGH THE LATEST REVISED DATE TO INSURE THERE IS NO RISK OF INAPPROPRIATE DISCLOSURE ALL PREVIOUS PAPER COPIES OF THIS DRAWING MUST BE DESTROYED IN ACCORDANCE WITH RECORDS
& INFO. MANAGEMENT (RIM) POLICY 1001
NO.
DATE
REVISION(S) DESCRIPTION
BY
CHK
APPD
DESCRIPTION
APPROVALS
SHEET(S)59 OF 119
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0
05/09/2022
ISSUE FOR CONSTRUCTION
JB
TFG
WKG
AREA CODE
1853
DATE
NITIALS
REGIONAL
LINE
142
PIPELINE
DWG DATE09/1712021
SUPERSEDED
ACCOUNT NUMBER
10700
ENGINEER
PNG
DRAWING
—C-142-0001058
NUMBER
REVISION
0
PROJECT NUMBER
0232195
DATE
INITIALS
MGR TECH
E rap
Piedmont
Natural Gas
E&SC
PLAN-4
DRAWING BY
JB
REC &STDle
ENERGY
CLAYTON
NORTH
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NA
STATION IDPRINCIPAL
DATE
INITIALS
DISCIPLINE / RESOURCE CENTER / LINE NUMBER
CHECKER INITIALS
TFG
05/09/2022
WKG
ENGINEER
COPYRIGHT 2018
Resource Center GOLDSBORO, NC

LEGEND
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* *
REF. DWG(S) PNG-G-142-0001000
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 DISCLOSURE ALL PREVIOUS PAPER COPIES OF THIS DRAWING MUST BE DESTROYED IN ACCORDANCE WITH RECORDS & INFO. MANAGEMENT (RIM) POLICY 1001
NO.
DATE
REVISION(S) DESCRIPTION
BY
CHK
APPD
DESCRIPTION
APPROVALS
SHEET(S)60 OF 119
DWG SCALE AS SHOWN
0
05/09/2022
ISSUE FOR CONSTRUCTION
JB
TFG
WKG
AREA CODE
1853
DATE
INITIALS
REGIONAL
LINE
142
PIPELINE
DWG DATE0911712021
SUPERSEDED
ACCOUNT NUMBER
10700
ENGINEER
{ F
PNG
DRAWING
-C-142-0001059
NUMBER
REVISION
0
PROJECT NUMBER
0232195
DATE
INITIALS
MGR TECH
DUKE
DUKE
_
rail
Piedmont
Piedmont
Natural
E&SC
PLAN-5
DRAWING BY
JB
REC &STD
ENERGY
CLAYTON
NORTH
CAROLI
NA
STATION IDPRINCIPAL
DATE
INITIALS
DISCIPLINE / RESOURCE CENTER / LINE NUMBER
CHECKER INITIALS
TFG
05/09/2022
WKG
ENGINEER
COPYRIGHT 2018
Resource Center GOLDSBORO, NC

LEGEND
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/
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N
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/ / N \ \ \ \
/ / / / / \ \\ APPROX. LIMITS OF
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/ / / _ / / / p / / \ \, \ \ \ 7 \ \ \ \ \ \\ \\ \ \ CONSERVATION AREA
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PILE,
STRUCTURE.
/ - - - - \ \o \ \ \
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\
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PLACEMENT
�/
/ / , - _ _ \ \ _ - _ - - - / / - - / / /l / / / / _ •. —\ \ \ - - _ -
— — _ 7- -
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OF FORESTED
IMPACT DUE TO TRANSITION
TO NON -FORESTED
- \ -_ \ y \ , /' / .—
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PROFESSIONAL ENG/ARCH STAMP
PROPRIETARY & CONFIDENTIAL ALL RIGHTS RESERVED * DO NOT SCALE THIS DRAWING *USE DIMENSIONS ONLY
* *
REF. DWG(S) PNG-G-142-0001000
PIFnMONT'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 DISCLOSURE ALL PREVIOUS PAPER COPIES OF THIS DRAWING MUST BE DESTROYED IN ACCORDANCE WITH RECORDS & INFO. MANAGEMENT
(RIM) POLICY 1001
NO.
DATE
REVISION(S) DESCRIPTION
BY
CHK
APPD
DESCRIPTION
APPROVALS
SHEET(S)61 OF 119
DWG SCALE AS SHOWN
0
05/09/2022
ISSUE FOR CONSTRUCTION
JB
TFG
WKG
AREA CODE
1853
DATE
INITIALS
REGIONAL
LINE
142
PIPELINE
DWG DATE09/17/2021
SUPERSEDED _
ACCOUNT NUMBER
10700
ENGINEER
PNG
DRAWING
-C-142-0001060
NUMBER
REVISION
0
PROJECT NUMBER
0232195
DATE
NITIALS
MGR TECH
DUKE
DUKE
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PICCIrIiCrlt
Natural ,aS
E&SC
PLAN-6
DRAWING BY
JB
REC&STDCLAYTON,
ENERGY,
NORTH
CAROLINA
STATION ID
DATE
INITIALS
PRINCIPAL
DISCIPLINE / RESOURCE CENTER / LINE NUMBER
CHECKER INITIALS
TFG
05/09/2022
WKG
ENGINEER
COPYRIGHT 2018
Resource Center GOLDSBORO, NC

LEGEND
z
'
\ /
O O /
1
I
C I
- N \ \ -� / / I
_ N N -\ \ �\ \ \ / / / 1
/ / / \ \ \ \
MATCHLINE - SEE INSET / _ - - \ \ \ \ / / / /
/ \ \ / /
THIS SHEET J / / / \ \ \ \ \ \ \ \ / I / / / /
/ \ \ \ \\ N. N / I / /
\ fI
1 / `_- •• / I \-_- \ \ \ \ \ \ \ \\
\ ?•• / \ 0 1 I \ \ \ \ \ \ \ \ \
\ _ _ o \ \
I / — - /' ` / \ N I I \ 1 \ \ \ \ \\ \\ \
I I \ \ \
/ / ��►��► I -� / / \ \ I 1 I \ \ \ \ \
\ _/ I C4► 1 I / / \ \ 1 I \ \ \ \ I
I
CODE
TCE
TEMPORARY CONSTRUCTION ENTRANCE
���
���
CD
LOD
CHECK DAM
LIMITS OF DISTURBANCE - LOD -
,yrn_ ``� I
3�` 'C I
I
\C\
/
I
I
Q _\
�p l
/ O
(
/ \ \ N /
I / \ / ���i I / — —-' // \ 1
\ I I
, / / .-- \ \ \ \ \ \ \ \ / / ` / V:: / \ / / / \ \ \ / / / I I I
/ / / N NN \ N \ \ \ \ \ / /( `T_ — — _ _ — _ ? i / , / ' / / / \ \ \ _ / / / �� / / l l
I / / / 7 / — \ \ \ \ / N \ / \ / — — _ — _ _ / \ -� / / / / / / \ — — / / / / , / / I
I/ / \ N�\ \ \ \ \ / / \ — —
/ / / / / \ / / / / / / �OCSIP
/ /
SF
SILT FENCE
SFJ
SFO
SILT FENCE JHOOK
SILT FENCE OUTLET O
CS
SFB
TSC
TWC
COMPOST SOCK /�
COMPOST SOCK INLET PROTECTION / tt
SEDIMENT FILTER BAG SFB
TEMPORARY STREAM CROSSING
TEMPORARY WETLAND CROSSING
\ /
`(06 \ _ /
— —
/ / / / \ \ ` \ \ \ \ \ / / / \ / / — — _ — — — _ ( / / /
PROPOSED ACCESS ROAD / / / / / \ 1 \ N \ N N / // / / / / - - \ \ /
/ / \ \ \ - - /
(PERMANENT)/ / /// \\ \\ \\ \N — - \ - \ \ / I
/•/ / \ \ \ / ' ^ \ \ \ \ \ J N
/-\ / / / //^�\ \ � \ \\ \ \ - --�-� — _ =� / \ N
\ / / / / / \ N \ N \ - / 1 \ \
/ \\— / �_ Z — /
/ / / / \ \ N \ I I - J \
P.
/ / / / v �- — _ — _ / / / / /
/ /� �� — -� — / / / / /
I \ /
/ - / / / / -
/ / / / — —
/ -- / /1
/ / / / / 7
GRAPHIC SCALFIN F�E� — — /
- — 286-
SB
OSF
TB
TTP
CX
PS
SLOPE BREAKER
��
ORANGE SAFETY FENCE - OSF -
TRENCH BREAKER ®
TEMPORARY TRENCH PLUG 0
i
CURLEX PLACEMENT /,
PERMANENT SEEDING PS
\ p / p \ /
\ _ i
/ /
—
\ I 1 / \ N\ \
/
/ ' _-- \ \ I I I I
— — I
\ ___ \\ \\ / I
\ i / / — — — — N. \ \ \ I /
I I N \ _ _ // /
/
\ \ \ 1 II / / -- \ \ \ _� /
I \ \\ \ \ \ / / \ 7 //
1 \ \ \
I\ \ \
/ / \ \
X — _ \ \
/
/ / / — \ N \
/ N \
�/
\ / _ I \\ \ I /-- _ — \ finch =100 7 �— /
\ /.--
\ _ _ — ,
\_ \� __ \\ \-� / I 1 ` \ / -\ ,/� / \ / /ft// /� -__,//
\-----
\ \ \ \ -IV \ — \ \ \ \ \ \ — — / / / / / / / / // / / - — / / / / .---
\ \ \ / \ / \ \ \ \ _ — //\ \ \ / — _ _ / / — / / -
\ \ — \ \ \ \ / _ / / / / / / / / — / /
\ \ i N `/ — _ _ — _ \ \ \ \ \ \ — — _ — — / i / / N I f II / / / / / / / — — / / / / , ---
—
\ — _ \ \ \ \ — \ \ \ \ \ \ \ — — 1 I I1 / / / / / / /
/ /
CTWO
PT
CWD
SWC
CONCRETE TRUCK WASHOUT
PORTABLE TOILET
THROUGH
THROUGH WETLAND
PERMANENT IMPACT THROUGH
WETLANDEXISTIN
WETLAGsrREAae
THROUGH IMPACT
STREAMPERkIANENTIMPACTTHROUGH
CLEAN WATER DIVERSION —
TEMPORARYSTORMWATER \,
❑
PT
//i
�/\\
CWD
—\
\
4' O O I \ \ \ \ /NOTES:
O \
\ \ \
_ _ _ _\ \ \ _ — —
_ — _ _ \ \ / /
_ — — -- _ _
— — — I
- - \ \ �'80 -- \ \ \ \ \ \ \ \ \ \ \ / — / — — — / — — — — — — N N / ( I / ' I / / / / ' / / / / / /
- - \
I
\
t90 I \ \ \\\ \ \`
1. DEWATER STRUCTURE CAN BE BUILT IN THE 20 FT HDD
\ _ _ %'>/ // \ / / — —
\ N \ / — I
- _ - \ \ \ N N \ __ \ // / / / 7 ,
/
\
o \ \
\ I \ \ \ \
\
AREA TO GET TEST WATER OFF ROW,
\ \ _ _ _ \ \ _190-I /
----- _ N —I \ / /\ / / /
\ _ r\ \\\\ I / /�j// / //_ -
\ \
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-
\ \ \\\\ \ \ \ \ \ \ \ \ _ \\\ \ \\ _i--' ___L—\/// /\/�/
I /
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\\ \ \\N \ \ \ ` i ' \ \ \ \\ \x\�-I \\\\\ \
NOTES
- �-- - \ / l / l l / / /�8. / / // /
N / \ N
I \ /
1. SEE LINE 142 CLEARING REQUIREMENTS ON SHEET 79.\
I\ /
/ / /i�
\ N \ \ \ \ \ N _ --\
\ \\\\\/\\\
/ //�/�/ //
/
\ —
_\ / -.WETLAND
\ \\ \ \\\\\.\/_ -\\_ —_1%0— \—__\\\ \ — _/�/ /
\\\ \/ / \ / �FORESTED/�
�-�\\\\\ \ \I/ \-�\�\\\\\/ /_HDD
\ \ \ \ \ �'
\
W4A-A/
BORE,
TEMPORARY WETLAND CROSSING /
/ / /
\CONVEYANCE'�I\\\\\
/ / \ // /\/
//// / / //\\\
/ // /, / /�/ \ //
// / /TRANSITION
WETLAND IMPACTTYPEs
\I\®p9\\\
OF FORESTED To\
OR PERMANENT
CROSSING(PERMANENT)II\
(TEMPORARY)
:-------
\\\ \ \ \ \\ /\ \ /
\ \ \ \ \ \\ '
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1\\\ I 1 1 1 \ 1 \\ \1\\\ vJ\\\\\\\\\\, / /�TRANSITION
\
\/,l1\ \ \ O \� -\I / .�O
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MAT PLACEMENT,
PERMANENT IMPACT DUE TO
OF FORESTED TO
NON -FORESTED WESTLAND
i / / / //\ /oNON-FORESTED
// x
j / // / / / \ '
/y,Pc
" ///,/// //cRosswennATPLACEMENr/I\
// / / /
// /// //'//y
I/ /// , 1 \ \\\ 11/ /� \ // /\
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* *
REF. DWG(S) PNG-G-142-0001000
PIEDMONTS NATURAL GAS FACILF f Y DRAWINGS ARE CONSIDERED CONFIDENTIAL (OM-1095) DRAWING IS CURREI\ff ONLY THROUGH THE LATEST REVISED DATE TO INSURE THERE IS NO RISK OF INAPPROPRIATE DISCLOSURE ALL PREVIOUS PAPER COPIES OF THIS DRAWING MUST BE DESTROYED IN ACCORDANCE
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NO.
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BY
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SHEET(S)62 OF 119
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05/09/2022
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1853
DATE
I NITIALS
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LINE
142
PIPELINE
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SUPERSEDED
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ENGINEER
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-C-142-0001061
NUMBER
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TFG
05/09/2022
WKG
ENGINEER
COPYRIGHT 2018
Resource Center GOLDSBORO, NC

LEGEND
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FORESTED TO NON -FORESTED
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,,,, ,,,
PROFESSIONAL ENG/ARCH STAMP
PROPRIETARY & CONFIDENTIAL ALL RIGHTS RESERVED * DO NOT SCALE THIS DRAWING * USE DIMENSIONS ONLY
* *
REF. DWG(S) PNG-G-142-0001000
PIEDMONTS NATURAL GAS FACILITY DRAWINGS ARE CONSIDERED CONFIDENTIAL (OM-1095) DRAWING IS CURf'.CNT ONLY THROUGH THE LATEST REVISED DATE TO INSURE THERE IS NO RISK OF INAPPROPRIATE DISCLOSURE ALL PREVIOUS PAPER COPIES OF THIS DRAWING MUST BE DESTROYED IN ACCORDANCE WITH RECORDS
& INFO. MANAGEMENT (RIM) POLICY 1001
NO.
DATE
REVISION(S) DESCRIPTION
BY
CHK
APPD
DESCRIPTION
APPROVALS
SHEET(S)63 OF 119
DWG SCALE AS SHOWN
0
05/09/2022
ISSUE FOR CONSTRUCTION
JB
TFG
WKG
AREA CODE
1853
DATE
NITIALS
REGIONAL
LINE
142
PIPELINE
DWGDATE0911712021
SUPERSEDED
ACCOUNT NUMBER
10700
ENGINEER
PNG
DRAWING
-C-142-0001062
NUMBER
REVISION
0
PROJECT NUMBER
0232195
DATE
INITIALS
MGR TECH
S
_ rap
Piedmont
Natural
E &SC
PLAN
- 8
DRAWING BY
JB
REC &STD
ENERGY.
CLAYTON
NORTH
CAROLI
NA
STATION ID
DATE
INITIALS
PRINCIPAL
DISCIPLINE / RESOURCE CENTER / LINE NUMBER
CHECKER INITIALS
TFG
05/09/2022
WKG
ENGINEER
COPYRIGHT 2018
Resource Center GOLDSBORO, NC

LEGEND
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* *
REF. DWG(S) PNG-G-142-0001000
PIEDMONTS 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 DISCLOSURE ALL PREVIOUS PAPER COPIES OF THIS DRAWING MUST BE DESTROYED IN ACCORDANCE WITH RECORDS & INFO. MANAGEMENT (RIM) POLICY 1001
NO.
DATE
REVISION(S) DESCRIPTION
BY
CHK
APPD
DESCRIPTION
APPROVALS
SHEET(S)64 OF 119
DWG SCALE AS SHOWN
05/09/2022
ISSUE FOR CONSTRUCTION
JB
TFG
WKG
AREA CODE
1853
DATE
INITIALS
REGIONAL
LINE
142
PIPELINE
DWG DATE0911712021
SUPERSEDED
ACCOUNT NUMBER
10700
ENGINEER
Q
PNG
DRAWING
_ _
C 142
NUMBER
_
0001063
REVISION
0
PROJECT NUMBER
0232195
DATE
INITIALS
MGR TECH
E
Piedmont
Natural Gas
E&SC
PLAN-9
DRAWING BY
JB
REC &STD
ENERGY.
CLAYTON
NORTH
CAROLI
NA
STATION ID
DATE
NI
PRINCIPAL
DISCIPLINE / RESOURCE CENTER / LINE NUMBER
CHECKER INITIALS
TFG
05/09/2022
WKG
ENGINEER
COPYRIGHT 2018
Resource Center GOLDSBORO, NC

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REF. DWG(S) PNG-G-142-0001000
PIEDMONTS 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 DISCLOSURE ALL PREVIOUS PAPER COPIES OF THIS DRAWING MUST BE DESTROYED IN ACCORDANCE WITH RECORDS & INFO. MANAGEMENT (RIM) POLICY 1001
NO.
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NUMBER
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DATE
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COPYRIGHT 2018
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LEGEND
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LEGEND
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PROFESSIONAL ENG/ARCH STAMP
PROPRIETARY & CONFIDENTIAL ALL RIGHTS RESERVED * DO NOT SCALE THIS DRAWING * USE DIMENSIONS ONLY
* *
REF. DWG(S) PNG-G-142-0001000
PIEDMONTS NATURAL GAS FACILITY DRAWINGS ARE CONSIDERED CONFIDENTIAL (01VI-1095) DRAWING IS CUMEN1- ONLY THROUGH THE LATEST REVISED DATE TO INSURE THERE IS NO RISK OF INAPPROPRIATE DISCLOSURE ALL PREVIOUS PAPER COPIES OF THIS DRAWING MUST BE DESTROYED IN ACCORDANCE WITH RECORDS & INFO. MANAGEMENT (RIM) POLICY 1001
NO.
DATE
REVISION(S) DESCRIPTION
BY
CHK
APPD
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APPROVALS
SHEET(S)69 OF 119
DWG SCALE
AS SHOWN
0
05/09/2022
ISSUE FOR CONSTRUCTION
JB
TFG
WKG
AREA CODE
1853
DATE
INITIALS
REGIONAL
LINE
142
PIPELINE
DWG DATE0911712021
SUPERSEDED—
ACCOUNT NUMBER
10700
ENGINEER
PNG
DRAWING
C 142
NUMBER
0001068
REVISION
0
PROJECT NUMBER
0232195
DATE
INITIALS
MGR TECHtr.)
ENERGY.
Piedmont
Natural Gas
E&SC
PLAN-14
DRAWING BY
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REC & STD
CLAYTON
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NA
STATION ID
DATE
INITIALS
PRINCIPAL
DISCIPLINE / RESOURCE CENTER / LINE NUMBER
CHECKER INITIALS
TFG
05/09/2022
WKG
ENGINEER
COPYRIGHT 2018
Resource Center GOLDSBORO, NC

LEGEND
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MAT PLACEMENT, TEMPORARY
IMPACT DUE TO TRANSITION OF
FORESTED TO NON -FORESTED
WETLANDS.
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NOTES:
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1. SEE LINE 142 CLEARING REQUIREMENTS ON SHEET 79.
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PROFESSIONAL ENG/ARCH STAMP
PROPRIETARY & CONFIDENTIAL ALL RIGHTS RESERVED * DO NOT SCALE THIS DRAWING * USE DIMENSIONS ONLY
* *TO
REF. DWG(S) PNG-G-1 42-0001 000
PIEDMONT PIEDMON NATURAL GAS FACILITY DRAWINGS ARE CONSIDERED CONFIDENTIAL (OM-1095) DRAWING IS CUf'RENT ONLY THROUGH THE LATEST REVISED DATE INSURE THERE IS NO RISK OF INAPPROPRIATE DISCLOSURE ALL PREVIOUS PAPER COPIES OF THIS DRAWING MUST BE DESTROYED IN ACCORDANCE WITH RECORDS
& INFO. MANAGEMENT (RIM) POLICY 1001
NO.
DATE
REVISION(S) DESCRIPTION
BY
CHK
APPD
DESCRIPTION
APPROVALS
SHEET(S)70 OF 119
DWG SCALE AS SHOWN
0
05/09/2022
ISSUE FOR CONSTRUCTION
JB
TFG
WKG
AREA CODE
1 853
DATE
INITIALS
REGIONAL
LINE
142
PIPELINE
DWG DATE09/17/2021
SUPERSEDED
ACCOUNT NUMBER
10700
ENGINEER
PNG
DRAWING
-C-142-0001069
NUMBER
REVISION
0
PROJECT NUMBER
0232195
DATE
INITIALS
MGR TECH
DUPLE
rap
Piedmont
Natural Gas
E&SC
PLAN-15
DRAWING BY
JB
REC &STD
ENERGY:.
CLAYTON
NORTH
CAROLI
NA
STATION IDPRINCIPAL
DATE
INITIALS
DISCIPLINE / RESOURCE CENTER / LINE NUMBER
CHECKER INITIALS
TFG
05/09/2022
WKG
ENGINEER
COPYRIGHT 2018
Resource Center GOLDSBORO, NC

LEGEND
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// / // ' / \ \\ 1 ` \ \ \ \ / / / ' / ' / / - O/ / I �' / / / / / 1
/ / / / / \ \ I \ \ \ \ 1 / / / / / / / / / 7 / / / / / / / / / / 1
/ // / / �� / / / i -� \ \ \ \ \ \ \ / \ 1 1 ) , / / , / / / / / / / / /p'` I I / / / I
/ / , / / ////, / / / / / \\ �O \ O / I / / / / // / /• \ I I
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/ //'//'/ / // / / \ \ \ \ \ \ \ \ i / / / / / / / / / / l / / / / / / /' — - \ \ / o° °°� \ \ FOR CONTINUATION SEE SHEET PNG-C-142-0001077
/ / \ / / /
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PROFESSIONAL ENG/ARCH STAMP
PROPRIETARY &CONFIDENTIAL ALL RIGHTS RESERVED * DO NOT SCALE THIS DRAWING *USE DIMENSIONS ONLY
* *
REF. DWG(S) PNG-G-142-0001000
PIEDMONTS NATURAL GAS FACILITY DRAWINGS ARE CONSIDERED CONFIDENTIAL (OM-1095) DRAWING IS CUf'RENT ONLY THROUGH THE LATEST REVISED DATE TO INSURE THERE IS NO RISK OF INAPPROPRIATE DISCLOSURE ALL PREVIOUS PAPER COPIES OF THIS DRAWING MUST BE DESTROYED IN ACCORDANCE WITH RECORDS & INFO. MANAGEMENT (RIM) POLICY 1001
NO.
DATE
REVISION(S) DESCRIPTION
BY
CHK
APPD
DESCRIPTION
APPROVALS
SHEET(S)71 OF 119
DWG SCALE AS SHOWN
0
05/09/2022
ISSUE FOR CONSTRUCTION
JB
TFG
WKG
AREA CODE
1 853
DATE
INITIALS
REGIONAL
LINE
142
PIPELINE
DWG DATE0911712021
SUPERSEDED
ACCOUNT NUMBER
10700
ENGINEER
PNG
DRAWING
—C-142-0001070
NUMBER
REVISION
0
PROJECT NUMBER
0232195
DATE
NITIALS
MGR TECH
DUPLE
rap
Piedmont
Natural �I
E&SC
PLAN-16
DRAWING BY
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REC&STD
ENERGY.
CLAYTON
NORTH
CAROLI
NA
STATION ID
DATE
INITIALS
PRINCIPAL
DISCIPLINE / RESOURCE CENTER / LINE NUMBER
CHECKER INITIALS
TFG
05/09/2022
WKG
ENGINEER
COPYRIGHT 2018
Resource Center GOLDSBORO, NC

LEGEND
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/ / ` /1� /' / / / % /� / / / / /� /' / / / / ' \ \ \ \ / I _ - \ \ '
' // / / / / / 11 ( // / \ \/ /
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CODE
TCE
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LIMITS OF DISTURBANCE - LOD -
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\ l / l/// // '� .. / ///' �// i-� /// / / /- / / / / j� / / / \ / / I/ \ \ N i/ / I I \\ N \ / /
_ - \ 1 I I / / / / // / /�// / 1 /// / /// // / / / / / \ / \ �' - / / \ \
\ I I I I /// /,/ // V 7 / / //, // / / / / / / / \( / I 1 \ \ / l / \ \ \ \ / I I / \ \ \ \ \ / / I /
/ - / /// / / / / / / / / / \ \ � \ \ / /
\ \ IIIII (\\`__/ /� /'/////'��� //"////�/ //// �// // / / / ) \ Q/ / `---/ / l / \\ \ \ \ / I / / \ \ \ - -/ l/ I
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COMPOST SOCK
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SEDIMENT FILTER BAG SFB
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PROFESSIONAL ENG/ARCH STAMP
PROPRIETARY & CONFIDENTIAL ALL RIGHTS RESERVED * DO NOT SCALE THIS DRAWING * USE DIMENSIONS ONLY
* *
REF. DWG(S) PNG-G-142-0001000
PIEDMONTS NATURAL GAS FACILITY DRAWINGS ARE CONSIDERED CONFIDENTIAL (OM-1095) DRAWING IS CURREI\ff ONLY THROUGH THE LATEST REVISED DATE TO INSURE THERE IS NO RISK OF INAPPROPRIATE DISCLOSURE ALL PREVIOUS PAPER COPIES OF THIS DRAWING MUST BE DESTROYED IN ACCORDANCE WITH
RECORDS & INFO. MANAGEMENT (RIM) POLICY 1001
NO.
DATE
REVISION(S) DESCRIPTION
BY
CHK
APPD
DESCRIPTION
APPROVALS
SHEET(S)72 OF 119
DWG SCALE AS SHOWN
0
05/09/2022
ISSUE FOR CONSTRUCTION
JB
TFG
WKG
AREA CODE
1 853
DATE
INITIALS
REGIONAL
LINE
142
PIPELINE
DWG DATE09/17/2021
SUPERSEDED-
ACCOUNT NUMBER
10700
ENGINEER
PNG
DRAWING
_ _
C 142
NUMBER
_
0001071
REVISION
0
PROJECT NUMBER
0232195
DATE
INITIALS
MGR TECH
DUKE rap
Piedmont
Natural Gas
E&SC
PLAN-17
DRAWING BY
JB
REC & STD
ENERGY.
CLAYTON,
NORTH
CAROLINA
STATION ID
DATE
INITIALS
PRINCIPAL
DISCIPLINE / RESOURCE CENTER / LINE NUMBER
CHECKER INITIALS
TFG
05/09/2022
WKG
ENGINEER
COPYRIGHT 2018
Resource Center GOLDSBORO, NC

LEGEND
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PIEDMONTS NATURAL GAS FACILITY DRAWINGS ARE CONSIDERED CONFIDENTIAL (OM-1095) DRAWING IS CUf'REI\ T ONLY THROUGH THE LATEST REVISED DATE TO INSURE THERE IS NO RISK OF INAPPROPRIATE DISCLOSURE ALL PREVIOUS PAPER COPIES OF THIS DRAWING MUST BE DESTROYED IN ACCORDANCE WITH RECORDS & INFO. MANAGEMENT (RIM) POLICY 1001
NO.
DATE
REVISION(S) DESCRIPTION
BY
CHK
APPD
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SHEET(S)73 OF 119
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0
05/09/2022
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JB
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DATE
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SUPERSEDED —
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ENGINEER
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DRAWING
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NUMBER
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PROJECT PROJECT NUMBER
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DATE
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V
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TFG
05/09/2022
WKG
ENGINEER
COPYRIGHT 2018
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PIEDMONT'S NATURAL GAS FACILITY DRAWINGS ARE CONSIDERED CONFIDENTIAL (OM-1095) DRAWING IS CUf'REI\ T ONLY THROUGH THE LATEST REVISED DATE TO INSURE THERE IS NO RISK OF INAPPROPRIATE DISCLOSURE ALL PREVIOUS PAPER COPIES OF THIS DRAWING MUST BE DESTROYED IN ACCORDANCE WITH RECORDS & INFO. MANAGEMENT (RIM) POLICY 1001
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05/09/2022
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COPYRIGHT 2018
Resource Center GOLDSBORO, NC

LEGEND
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PIEDMONT'S NATURAL GAS FACILITY DRAWINGS ARE CONSIDERED CONFIDENTIAL (OM-1095) * DRAWING IS CURRENT ONLYTHROUGH THE LATEST REVISED DATE * TO INSURE THERE IS NO RISK OF INAPPROPRIATE DISCLOSURE ALL PREVIOUS PAPER COPIES OF THIS DRAWING MUST BE DESTROYED IN ACCORDANCE Wf TF I RECORDS & INFO. MANAGEMENT (RIM) POLICY 1001
REF. DWG(S) PNG-G-142-0001000
NO.
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BY
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0
05/09/2022
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DATE
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142
PIPELINE
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SUPERSEDED
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ENGINEER
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NUMBER
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0
NUMBER
0232195
DATE
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MGR TECH
f�QUKE
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Piedmont
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STATION ID
DATE
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CHECKER INITIALS
TFG
05/09/2022
WKG
ENGINEER
COPYRIGHT 2018
Resource Center GOLDSBORO, NC

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PIEDMONTS NATURAL GAS FACILITY DRAWINGS ARE CONSIDERED CONFIDENTIAL (OM-1095) DRAWING IS CUf'RENT ONLY THROUGH THE LATEST REVISED DATE TO INSURE THERE IS NO RISK OF INAPPROPRIATE DISCLOSURE ALL PREVIOUS PAPER COPIES OF THIS DRAWING MUST BE DESTROYED IN ACCORDANCE WITH RECORDS & INFO. MANAGEMENT (RIM) POLICY 1001
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SHEET(S)76 OF 119
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05/09/2022
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MGR TECH
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Piedmont
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PLAN-21
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REC &STD
ENERGY,
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NORTH
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STATION ID
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05/09/2022
WKG
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COPYRIGHT 2018
Resource Center GOLDSBORO, NC

LEGEND
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PIEDMONTS NATURAL GAS FACILITY DRAWINGS ARE CONSIDERED CONFIDENTIAL (OM-1095) DRAWING IS CUf'REM- ONLY THROUGH THE LATEST REVISED DATE TO INSURE THERE IS NO RISK OF INAPPROPRIATE DISCLOSURE ALL PREVIOUS PAPER COPIES OF THIS DRAWING MUST BE DESTROYED IN ACCORDANCE WITH RECORDS & INFO. MANAGEMENT (RIM) POLICY 1001
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PROFESSIONAL ENG/ARCH STAMP
PROPRIETARY & CONFIDENTIAL ALL RIGHTS RESERVED * DO NOT SCALE THIS DRAWING *USE DIMENSIONS ONLY
* *
REF. DWG(S) PNG-G-142-0001000
PIEDMONTS 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 DISCLOSURE ALL PREVIOUS PAPER COPIES OF THIS DRAWING MUST BE DESTROYED IN ACCORDANCE WITH
RECORDS
& INFO. MANAGEMENT (RIM) POLICY 1001
NO.
DATE
REVISION(S) DESCRIPTION
BY
CHK
APPD
DESCRIPTION
APPROVALS
SHEET(S)78 OF 119
DWG SCALE AS SHOWN
0
05/09/2022
ISSUE FOR CONSTRUCTION
JB
TFG
WKG
AREA CODE
1853
DATE
INITIALSREGIONAL
LINE
142
P
I P
E
L
I N
E
DWG DATE09/17/2021
SUPERSEDED —
ACCOUNT NUMBER
10700
ENGINEER
PNG
DRAWING
-C-142-0001077
NUMBER
REVISION
0
PROJECT NUMBER
0232195
DATE
INITIALS
MGR TECH
DUKE
Piedmont
g Natural Gas
E&SC
PLAN-23
DRAWING BY
JB
REC &STD
ENERGY,
CLAYTON
NORTH
CAROLINA
STATION ID
DATE
INITIALS
PRINCIPAL
DISCIPLINE / RESOURCE CENTER / LINE NUMBER
CHECKER INITIALS
TFG
05/09/2022
WKG
ENGINEER
COPYRIGHT 2018
Resource Center GOLDSBORO, NC

W:\20-31-3008 Line 142_Flowers Plantation\3_CAD\Production\04_EPSC\PNG-C-142-0001079.dwg 5/11/2022 11:27 AM
PROJECT DESCRIPTION
THIS EROSION AND SEDIMENTATION CONTROL PLAN WILL DISCUSS A PROPOSED PROJECT TO CONSTRUCT A NATURAL GAS PIPELINE IN WAKE AND JOHNSTON
COUNTIES IN NORTH CAROLINA. THE PROPOSED PROJECT WILL CONSTRUCT A 12" AND 10" GAS LINE APPROXIMATELY 10.15 MILES. BASED ON THE AREA OF
THE PERMANENT AND TEMPORARY EASEMENTS, THE DISTURBED AREA FOR THE LINE 142 PIPELINE PROJECT IS APPROXIMATELY 147.70 ACRES.
THIS PROJECT MEETS THE NCGO1 EXEMPTION AS DEFINED IN CLEAN WATER ACT (CNA) SECTION 402(I)(2) FOR TRANSMISSION FACILITIES.
THIS PROJECT IS FOR THE CONSTRUCTION OF A TRANSMISSION PIPE, AS DEFINED BY PHMSA AND INCLUDES ACCESS ROADS AND A LAYDOWN YARD
EXCLUSIVELY SERVICING THE CONSTRUCTION OF THE PHMSA DEFINED TRANSMISSION PIPE.
SITE DESCRIPTION
THE SITE IS COMPRISED OF VARIOUS TERRAINS AND USES, INCLUDING RESIDENTIAL, COMMERCIAL, INDUSTRIAL, JURISDICTIONAL WATER CROSSINGS,
EXISTING UTILITY EASEMENTS, AND EXISTING ROAD RIGHT-OF-WAY.
SCHEDULE
CONSTRUCTION OF THE PIPELINE IS SCHEDULED TO BEGIN FEBRUARY 2022 AND BE COMPLETE BY DECEMBER 2022.
PLANNED EROSION AND SEDIMENTATION CONTROL PRACTICES
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 AND WETLAND CROSSINGS
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 6.62
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.
4. DEWATERING DEVICE/SEDIMENT FILTER BAG - CONCEPTS FROM PRACTICE 6.60
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.
6. TEMPORARY SEEDING - PRACTICE 6.10
7. PERMANENT SEEDING - PRACTICE 6.11
PROPOSED CONSTRUCTION SCHEDULE:
1. OBTAIN EROSION AND SEDIMENT CONTROL PLAN APPROVAL AND OTHER PERTINENT PERMITS. NO LAND DISTURBING ACTIVITIES (INCLUDING DEMOLITION
OR TIMBERING) WILL COMMENCE BEFORE PLAN APPROVAL HAS BEEN OBTAINED.
2. SCHEDULE PRE -CONSTRUCTION MEETING AND NOTIFY NORTH CAROLINA DEPARTMENT OF ENVIRONMENTAL QUALITY (NCDEQ) DIVISION OF ENERGY,
MINERAL, AND LAND RESOURCES (DEMLR), LAND QUALITY SECTION, RALEIGH REGIONAL OFFICE (919-791-4200) 48 HOURS PRIOR TO CONSTRUCTION TO
DISCUSS EROSION CONTROL PLAN. HOLD PRE -CONSTRUCTION MEETING.
3. A RIPARIAN BUFFER SHALL BE ESTABLISHED AND MAINTAINED 50-FOOT LANDWARD OF ENVIRONMENTALLY SENSITIVE AREA BOUNDARIES THROUGHOUT
THE LIMITS OF DISTURBANCE. LANDWARD LIMITS OF THE BUFFER SHALL BE CLEARLY DEMARCATED WITH ORANGE SAFETY CONSTRUCTION FENCING AND
PERIMETER EROSION CONTROL MEASURES SHALL BE INSTALLED. GRUBBING OR BELOW GROUND VEGETATION REMOVAL SHOULD BE LIMITED TO THAT
NECESSARY FOR INSTALLATION OF EQUIPMENT CROSSINGS AND TRAVEL LANES WITHIN BUFFER. ADDITIONAL GRUBBING PRIOR TO PIPELINE INSTALLATION
SHALL BE REVIEWED AND APPROVED BY THE ENGINEER AND ON -SITE ENVIRONMENTAL INSPECTOR.
4. ENVIRONMENTALLY SENSITIVE AREAS INCLUDE, BUT ARE NOT LIMITED TO THE FOLLOWING: STREAMS, CREEKS, WETLANDS, LAKES, AND PONDS.
5. INSTALL CONSTRUCTION ENTRANCES AND ACCESS ROADS PER PLANS AS NEEDED. IMPROVEMENT OR REPLACEMENT OF EXISTING CULVERTS FOR
ACCESS ROADS IS LIMITED TO THE EXISTING DIMENSIONS IN WETLANDS AND STREAMS AS SHOWN ON PLANS. ANY OTHER DISTURBANCE MUST BE
APPROVED BY NCDEQ - DWR AND USACE.
6. INSTALL PERIMETER EROSION AND SILTATION CONTROL (E&SC) MEASURES SUCH AS SILT FENCE PRIOR TO CLEARING AND GRUBBING WHERE PRACTICAL
AND CONCURRENTLY WHEN CLEARING IS REQUIRED TO INSTALL PERIMETER MEASURES. CLEAR ONLY AS NECESSARY TO INSTALL THESE DEVICES.
CLEARING SHALL NOT OUTPACE THE INSTALLATION OF PERIMETER CONTROLS.
7. INITIATE CLEARING AND GRUBBING WITHIN LIMITS OF DISTURBANCE. GRUBBING SHALL BE MINIMIZED WHERE PRACTICAL WITHIN 50-FEET OF
ENVIRONMENTALLY SENSITIVE AREAS. COMPLETE GRUBBING AS NECESSARY AS PIPELINE INSTALLATION APPROACHES THE BUFFERS AND MINIMIZE
DURATION OF BARE SOIL CONDITIONS.
8. INSTALL REMAINING E&SC MEASURES SUCH AS DIVERSIONS, SILT FENCE OUTLETS, J-HOOKS, WATER BARS, CONSTRUCTION ENTRANCES, TEMPORARY
BRIDGES AT STREAM CROSSINGS, TIMBER MATS, ETC. AS CLEARING AND GRUBBING IS COMPLETED. (COMPOSITE MATTING SHOULD BE USED IF AVAILABLE)
9. CONTRACTOR TO INSPECT ALL E&SC MEASURES WEEKLY AND AFTER RAIN EVENTS OF 1.0 INCHES OR MORE IN A 24 HOUR PERIOD. DO NOT ALLOW
SEDIMENT BUILD-UP TO EXCEED 50% CAPACITY OF MEASURES. STORE REMOVED SEDIMENT IN UPLAND STOCKPILES AREA AND APPLY TEMPORARY
SEEDING AND STRAW MULCHING.
10. SILT FENCE WITHIN 50 FEET OF ENVIRONMENTALLY SENSITIVE AREAS (STREAMS AND WETLANDS) WILL BE REINFORCED WITH STEEL MESH.
11. DOUBLE ROWS OF SILT FENCE WITHIN 50 FEET OF ENVIRONMENTALLY SENSITIVE AREAS, OR AS SHOWN ON PLANS, SHALL INCLUDE A PRIMARY ROW OF
REINFORCED SILT FENCE AND A SECONDARY ROW OF UNSUPPORTED SILT FENCE. COMPOST FILTER SOCK OR REINFORCED SILT FENCE CAN BE
SUBSTITUTED IN SECONDARY ROW BASED ON FIELD CONDITIONS. THERE SHOULD BE A MINIMUM DISTANCE OF 4 FEET BETWEEN THE DOUBLE ROWS OF
SILT FENCE.
12.CONTRACTOR SHALL SEQUENCE AND CONDUCT LAND DISTURBING AND CONSTRUCTION ACTIVITIES IN A MANNER THAT MINIMIZES THE AMOUNT OF BARE
SOIL EXPOSED AT A GIVEN TIME DURING THE PROJECT.
13.INITIATE TEMPORARY SEEDING AND STRAW MULCHING OF DISTURBED AREAS PER THE GENERAL SEEDING SPECIFICATIONS. IT IS RECOMMENDED THAT
SLOPES OF 4 TO 1 OR GREATER BE TEMPORARY SEEDED AND STABILIZED WITHIN ONE DAY OF GROUND DISTURBANCE AND PRIOR TO EXPECTED RAIN
EVENTS.
14.CLEARING IN WETLANDS MUST BE CONDUCTED WITH AS MINIMAL DISTURBANCE AS POSSIBLE. TIMBER MATS, LOW -GROUND PRESSURE EQUIPMENT, OR
OTHER MEASURES MUST BE UTILIZED TO PREVENT THE MIXING OF TOPSOIL AND SUBSOIL. SUBSURFACE DISTURBANCE OR STUMP REMOVAL WILL ONLY BE
CONDUCTED WITHIN THE TRENCH LINE WITHIN WETLANDS. STUMP REMOVAL OR LIGHT GRADING MAY OCCUR ON THE WORKING SIDE OF THE ROW ONLY IF
REQUIRED FOR SAFETY REASONS AND WITHIN WETLANDS AFTER CONFIRMING WITH THE ENVIRONMENTAL INSPECTOR. THE WORK WILL BE PERFORMED
FROM TIMBER MATS PLACED ALONG THE WORKING SIDE OF THE ROW. IN WETLANDS, SEGREGATE TOPSOIL FROM THE SUBSOIL.THE ENTIRE ROW SHOULD
HAVE THE TOPSOIL SEGREGATED FROM THE SUBSOIL, NOT JUST IN CERTAIN AREAS.
15. HAND CLEARING ONLY IS REQUIRED ALONG STREAM BANKS AND WITHIN 20 FEET OF THE TOP OF BANK OR PER AUTHORIZED PERMITS, LEAVING ROOT
SYSTEMS IN PLACE. STUMPING, ETC. IS LIMITED TO TRENCH LINE ONLY OR AS NEEDED TO SAFELY INSTALL TEMPORARY BRIDGES, CROSSINGS, AND
TRAVEL LANES
16.DURING TRENCH EXCAVATION, SPOILS WILL BE PLACED ON THE "NON -WORKING" SIDE OF THE ROW AND STOCKPILED UPGRADIENT OF TRENCH, WHEREVER
PRACTICAL. SPOILS WILL BE TEMPORARY SEEDED AND STABILIZED WITHIN 7 DAYS OR BEFORE EXPECTED RAIN EVENTS. STOCKPILE AREAS TO BE
CONTAINED BY PERIMETER CONTROLS SUCH AS SILT FENCE OR EQUIVALENT APPROVED BMP.
17. TEMPORARY TRENCH BREAKERS WILL BE INSTALLED WITHIN THE TRENCH TO SLOW THE FLOW OF SUBSURFACE WATER OR STORMWATER RUNOFF THAT
ENTERS THE EXPOSED TRENCH. WHEN WATER IS PUMPED OUT OF THE TRENCH, DISCHARGE MUST BE PUMPED THROUGH FILTER BAGS PRIOR TO LEAVING
THE SITE.
18.PIPELINE WILL BE INSTALLED PER ALIGNMENT SHEET SPECIFICATIONS (PAD TRENCH BOTTOM, LOWER IN PIPE AND TIE-IN PIPE, TAKE SURVEY SHOTS
ALONG THE "AS -BUILT" SECTIONS OF PIPE, PAD AND BACKFILL WITH SUBSOIL). PERMANENT TRENCH BREAKERS WILL BE INSTALLED AS DIRECTED BY THE
ENVIRONMENTAL INSPECTOR OR OWNER'S REPRESENTATIVE.
19.AT WETLAND AND STREAM CROSSINGS, TRENCH BREAKERS WILL BE INSTALLED SUCH THAT THE HYDROLOGY OF THE FEATURE IS NOT IMPACTED AS A
RESULT OF PIPELINE INSTALLATION. FOLLOWING INSTALLATION OF TRENCH BREAKERS THE TRENCH WILL BE BACKFILLED.
20.PIPELINE INSTALLATION WITHIN ENVIRONMENTALLY SENSITIVE AREAS SHOULD BE CONDUCTED IN A MANNER TO MINIMIZE DURATION OF OPEN TRENCH
AND THESE AREAS SHOULD BE BACKFILLED AND STABILIZED AS SOON AS PRACTICAL. CONTRACTOR TO MONITOR WEATHER WHEN WORKING IN THESE
AREAS AND UTILIZE ADDITIONAL E&SC MEASURES AS NECESSARY.
21.AFTER TRENCH IS BACKFILLED, STABILIZE AND RESTORE TO ORIGINAL GRADE. STABILIZE AND TEMPORARY SEED WORK AREA AS SOON AS PRACTICAL AND
PRIOR TO UNEXPECTED RAIN EVENTS.
22.CONSTRUCTION ACTIVITIES REQUIRING HORIZONTAL DIRECTIONAL DRILLING OR CONVENTIONAL BORES WILL BE PERFORMED IN ACCORDANCE WITH
ALIGNMENT SHEET SPECIFICATIONS.
23.ALL AREAS WILL BE RESTORED TO ORIGINAL GRADE, CONTOUR, AND CONDITION (VEGETATION, PAVING, DITCH LININGS, ETC.) IN ACCORDANCE WITH
APPLICABLE PERMITS. PERMANENT SEEDING AND MULCH MAY NOT BE APPLIED TO AREAS IDENTIFIED AS ACTIVE AGRICULTURAL LANDS AT LANDOWNER'S
AND TENANT FARMER'S (IF APPLICABLE) REQUEST. EROSION AND SEDIMENT CONTROL MEASURES CAN BE REMOVED FROM AGRICULTURAL LANDS UPON
RECEIPT OF WRITTEN LANDOWNER AND TENANT FARMER (IF APPLICABLE) REQUEST AND WAIVER ALLOWING LANDOWNER OR TENANT FARMER TO RESUME
AGRICULTURAL ACTIVITIES THAT WOULD RESULT IN SITE STABILIZATION. AGRICULTURAL FIELDS DO REQUIRE STABILIZATION ACCORDING TO THE NCDEQ
PERMITS. THE LAND AGENT SHOULD DISCUSS THIS WITH EACH FARMER.
24.IN AREAS WHERE SEGREGATION OF THE SUBSOIL AND TOPSOIL IS NECESSARY, THE TOPSOIL WILL BE REPLACED LAST. AFFECTED AREAS WILL THEN BE
"CLEANED UP" BY RESTORING ORIGINAL GRADE AND APPLY TEMPORARY SEEDING, FOLLOWED BY FINAL GRADING, PERMANENT SEEDING AND MULCHING
TO RESTORE THE ROW AS CLOSE AS POSSIBLE TO PRE -DISTURBANCE CONTOURS AND CONDITIONS. NO MULCHING WITHIN WETLANDS IS ALLOWED.
25.UPON ESTABLISHMENT OF FINAL VEGETATIVE GROUND COVER (80% COVERAGE), DUKE/PNG ENVIRONMENTAL SUPPORT STAFF CONTACT NCDEQ LAND
QUALITY SECTION, RALEIGH REGIONAL OFFICE (919-791-4200) FOR FINAL SITE INSPECTION. DUKE/PNG ENVIRONMENTAL SUPPORT WILL CONTACT NCDEQ
WHEN THE REQUIRED 80% PERMANENT VEGETATION IS ESTABLISHED. CONTRACTORS SHOULD NEVER CONTACT THE STATE FOR ANY REASON.
26.UPON APPROVAL FROM NCDEQ LAND QUALITY SECTION, RALEIGH REGIONAL OFFICE INSPECTORS, REMOVE SILT FENCING AND OTHER EROSION CONTROL
MEASURES. AREAS DISTURBED DURING THIS PROCESS SHALL BE RESEEDED WITH PERMANENT SEEDING AND STRAW MULCH AS APPROPRIATE.
DISTURBED AREAS SHALL BE RESEEDED AND STRAW MULCHED.
EROSION CONTROL DEVICE NOTES
1. ALL STREAM AND/OR WETLAND CROSSING LOCATIONS NOTED ON THE PLANS ARE APPROXIMATE.
2. ALL STREAM CROSSINGS WILL BE OPEN -CUT UNLESS OTHERWISE NOTED ON PLANS.
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 AND
REPAIRED AS SOON AS POSSIBLE.
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 WILL BE DETERMINED IN THE FIELD.
7. ALL TIMBER BRIDGES/MATS 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.
8. 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 WITHIN WETLANDS ALONG THE UTILITY CORRIDOR IS NOT PERMITTED.
11.HYDROSEEDING OR CURLEX (OR APPROVED EQUAL) IS REQUIRED FOR FINAL STABILIZATION ON STEEP SLOPES OVER 15%.
12.ANY DEWATERING SHALL BE DONE THROUGH A SILT BAG AND SHALL BE MONITORED CONSTANTLY WHEN IN USE.
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 1.0 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.
6. ROLLED EROSION CONTROL PRODUCTS SHOULD ONLY BE INSTALLED OVER A PROPERLY GRADED, CLEAN CHANNEL. ROUGH SURFACES OR LOOSE CLODS
OF DIRT IN THE CHANNEL WILL NOT ALLOW PROPER SOIL CONTACT.
7. INSPECT ROLLED EROSION CONTROL PRODUCTS (RECP) AT LEAST WEEKLY AND AFTER EACH SIGNIFICANT (1.0" OR GREATER) RAIN FALL EVENT. MAKE
REPAIRS IMMEDIATELY. GOOD CONTACT WITH 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.
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 7 OR 14 DAYS AFTER CONSTRUCTION HAS CEASED PER THE GROUND STABILIZATION
CHART.
4. FILL, COVER, AND TEMPORARY STABILIZATION AT THE END OF EACH DAY IS RECOMMENDED WHERE PRACTICAL. IT IS IMPORTANT TO CLOSE AND STABILIZE
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 STREAMS AND/OR WETLANDS.
9. THESE PLANS ARE FOR EROSION AND SEDIMENT CONTROL PURPOSES ONLY AND DO NOT APPLY TO CONSTRUCTION PURPOSES.
10.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.
11. CONTRACTOR SHALL MAINTAIN A MINIMUM VERTICAL CLEARANCE OF 24" BETWEEN THE PIPELINE AND ALL EXISTING AND PROPOSED UTILITIES.
12. ANTI -SEEP 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 WITH 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 SOLID 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
WAKE COUNTY
DoA DOTHAN LOAMY SAND, 0 TO 2 PERCENT SLOPES
DoB DOTHAN LOAMY SAND, 2 TO 6 PERCENT SLOPES
RaA RAINS SANDY LOAM, 0 TO 2 PERCENT SLOPES
RgB RAWLINGS-RION COMPLEX, 2 TO 6 PERCENT SLOPES
RgC RAWLINGS-RION COMPLEX, 6 TO 10 PERCENT SLOPES
RgD RAWLINGS-RION COMPLEX, 10 TO 15 PERCENT SLOPES
WaE WAKE-ROLESVILLE COMPLEX, 15 TO 25 PERCENT SLOPES, VERY ROCKY
WfB WEDOWEE-SAW COMPLEX, 2 TO 6 PERCENT SLOPE
JOHNSTON COUNTY
CeB CECIL LOAM, 2 TO 6 PERCENT SLOPES
CeC CECIL LOAM, 6 TO 10 PERCENT SLOPES
GeB GILEAD SANDY LOAM, 2 TO 8 PERCENT SLOPES
RnF RION SANDY LOAM, 15 TO 40 PERCENT SLOPES
UcB UCHEE LOAMY COARSE SAND, 2 TO 6 PERCENT SLOPES
VaB VANCE COARSE SANDY LOAM, 8 TO 10 PERCENT SLOPES
WoB WEDOWEE SANDY LOAM, 2 TO 8 PERCENT SLOPES
WoD WEDOWEE SANDY LOAM, 8 TO 15 PERCENT SLOPES
Wt WEHADKEE LOAM, 0 TO 2 PERCENT SLOPES FREQUENTLY FLOODED
LINE 142 CLEARING REQUIREMENTS
CONVENTIONAL WETLAN D LAY
HAND CLEAR FULL LIMITS OF DISTURBANCE. CUTTREES NEAR GROUND LEVEL. GRUB DITCHLINE
ONLY. REMOVE CUT TREES FROM EASEMENT. GROUNDTO SKY CLEARING BOTH SIDES OF ROW.
CONVENTIONAL UPLAND LAY
CLEAR & GRUB FULL LIMITS OF DISTURBANCE. REMOVE ALLCUTTREES & DEBRIS FROM ROW.
FULL GROUND TO SKYCLEARING ON BOTH SIDES OF PERMANENT EASEMENT.
OPEN CUTSTREAM CROSSINGS & BUFFERS.
HAND CLEAR FULL LIMITS OF DISTURBANCE. CUTTREES NEAR GROUND LEVEL. GRUB DITCHLINE
ONLY. REMOVE CUT TREES FROM EASEMENT. GROUNDTO SKY CLEARING BOTH SIDES OF ROW.
HDD OF WETLANDS
CLEAR 20 FOOT LINE OF SIGHTCENTERED ON PIPELINE BY HAND. LOP AND DROP TREES. CUT
TIMBER IN 5 FT SECTIONS (MAXIMUM) AND LEAVE ON EDGE OF CLEARED AREA. NO GROUND
TO SKY CLEARING REQUIRED. NO GRUBBING OF LIMITS OF DISTURBANCE.
HDD illCLEAR
FROM STATION 14+59TO 26+00
FROM STATION 26+OOTO32+20
& GRUB FULL 50 FOOT WIDE PERMAN ENT EASEMENT. REMOVE ALLCUTTREES & DEBRIS
FROM ROW. CLEAR TEMPORAY CONSTRUCTION EASEMENT; GRUB AS NECESSARY. FULL
GROUND TO SKY CLEARING ON BOTH SIDES OF PERMANENT EASEMENT. WETLAND AREAS
FOLLOW HDD OF WETLANDS GUI DANCE.
HDD ill
FROM STATION 26+00 TO 29+00
CLEAR 20 FOOT LINE OF SIGHTCENTERED ON PIPELINE BY HAND. CUT TREES NEAR GROUND
LEVEL REMOVE CUT TREES FROM EASEMENT. NO GROUND TO SKY CLEARING REQUIRED. NO
GRUBBING OF LIMITS OF DISTURBANCE.
HDD112
FROM STATION 155+60TO 163+00
CLEAR 20 FOOT LINE OF SIGHTCENTERED ON PIPELINE BY HAND. CUT TREES NEAR GROUND
LEVEL REMOVE CUT TREES FROM EASEMENT. NO GROUND TO SKY CLEARING REQUIRED. NO
GRUBBING OF LIMITS OF DISTURBANCE.
HDD113
FROM STATION 178+70T0 208+70
CLEAR 20 FOOT LINE OF SIGHTCENTERED ON PIPELINE. LOP AND DROP TREES. LEAVE CUT
TIMBER IN 5 FT SECTIONS (MAXIMUM) ON EDGE OF CLEARED AREA. NO GROUND TO SKY
CLEARING REQUIRED. NO GRUBBING OF LIMITS OF DISTURBANCE. WETLAND AREAS FOLLOW
HDD OF WETLANDS GUIDANCE.
HDD114
FROM STATION 294+70TO 313+60
CLEAR 20 FOOT LINE OF SIGHTCENTERED ON PIPELINE. LOP AND DROP TREES. LEAVE CUT
TIMBER IN 5 FT SECTIONS (MAXIMUM) ON EDGE OF CLEARED AREA. NO GROUND TO SKY
CLEARING REQUIRED. NO GRUBBING OF LIMITS OF DISTURBANCE. WETLAND AREAS FOLLOW
HDD OF WETLANDS GUIDANCE.
THE PERSON TO CONTACT SHOULD ANY EROSION AND SEDIMENT
CONTROL ISSUES ARISE DURING LAND -DISTURBING ACTIVITY:
MICHAEL PARHAM
PH: [phone]
EMAIL: [e-mail]
„‘
CA .tCN° R0<
zz-OFESS/0.///,
�4 09/ 2 2:
•
1./ kE I TH
PROFESSIONAL ENG/ARCH STAMP
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 DISCLOSURE ALL PREVIOUS PAPER COPIES OF THIS DRAWING MUST BE DESTROYED IN
ACCORDANCE WITH RECORDS & INFO. MANAGEMENT (RIM) POLICY 1001
REF. DWG(S) PNG-G-142-0001000
NO.
DATE
REVISION(S) DESCRIPTION
BY
CHK
APPD
DESCRIPTION
APPROVALS
0
05/09/2022
ISSUE FOR CONSTRUCTION
JB
TFG
WKG
AREA CODE
1853
ACCOUNT NUMBER
10700
DATE
INITIALS
REGIONAL
ENGINEER
PROJECT NUMBER
0232195
DRAWING BY
JB
DATE
INITIALS
MGR TECH
REC & STD
STATION ID
CHECKER INITIALS
TFG
DATE
05/09/2022
INITIALS
WKG
PRINCIPAL
ENGINEER
DUKE Piedmont
ENERGY. Natural Gas
COPYRIGHT 2018
LINE 142 PIPELINE
E&SC NOTES
CLAYTON, NORTH CAROLINA
Resource Center GOLDSBORO, NC
SHEET(S)79 OF 119
DWG SCALE NOT TO SCALE
DWG DATE 09/17/2021
SUPERSEDED
DRAWING NUMBER
PNG-C-142-0001079
REVISION
0
DISCIPLINE / RESOURCE CENTER / LINE NUMBER

GENERAL SEEDING REQUIREMENTS FOR UPLAND AREAS
GENERAL SEEDING REQUIREMENTS FOR RIPARIAN AREAS
W:\20-31-3008 Line 142_Flowers Plantation\3_CAD\Production\04_EPSC\PNG-C-142-0001081.dwg 5/11/2022 11:27 AM
PERMANENT UPLAND SEEDING SPECIFICATIONS
LOCATION
SEED MIX
APPLICATION TYPE
AND RATE (LBS/ACRE)
FLEXIBLE GROWTH MEDIUM
(IF USED)
MULCH OR FLEXIBLE
GROWTH MEDIUM (FGM)
APPLICATION RATE
NOTES
LAWNS (RESIDENTIAL,
COMMERCIAL, INDUSTRIAL)
PENNINGTON TM LAWNS SIGNATURE SERIES TALL
FESCUE:
33% REBEL IV TALL FESCUE
34% JUSTICE TALL FESCUE
33% RK4 TALL FESCUE
BROADCAST: 200 LBS/ACRE
DRILLED: 100 LBS/ACRE
PROFILE PRODUCTS TM
PROMATRIX (OPTIONAL)
MULCH: 4,000 LBS/ACRE
FGM: 2,000 LBS/ACRE
APPLY MULCH BY ROVING, NETTING, OR ASPHALT TACKING AT 400 GAUACRE. SEED
AND SOIL AMENDMENTS WILL BE BROADCAST PRIOR TO APPLYING FGM OR MULCH.
PASTURES
APPROVED EQUIVALENT FOR UPLAND AREAS
BROADCAST: 50 LBS/ACRE
DRILLED: 25 LBS/ACRE
PROFILE PRODUCTS TM
PROMATRIX (OPTIONAL)
MULCH: 4,000 LBS/ACRE
FGM: 2,000 LBS/ACRE
USE SPECIFIED SEED MIX UNLESS LAND OWNER SPECIFICALLY REQUESTS A
DIFFERENT SEED MIX. APPLY MULCH BY ROVING, NETTING, OR ASPHALT TACKING
AT 400 GAL/ACRE. SEED AND SOIL AMENDMENTS WILL BE BROADCAST PRIOR TO
APPLYING FGM OR MULCH.
CULTIVATED AGRICULTURAL
FIELDS
NOT APPLICABLE
NOT APPLICABLE
NOT APPLICABLE
NOT APPLICABLE
ACTIVELY CULTIVATED FIELDS TYPICALLY DO NOT REQUIRE SEED, MULCH, OR SOIL
AMENDMENTS UNLESS SPECIFICALLY REQUESTED BY LAND OWNER. SEED AND
SOIL AMENDMENTS WILL BE BROADCAST PRIOR TO APPLYING FGM .
REMAINDER OF ROW WITH
SLOPES <10%
APPROVED EQUIVALENT FOR UPLAND AREAS
BROADCAST: 200 LBS/ACRE
DRILLED: 100 LBS/ACRE
PROFILE PRODUCTS TM
PROMATRIX (OPTIONAL)
MULCH: 4,000 LBS/ACRE
FGM: 2,000 LBS/ACRE
APPLY MULCH BY ROVING, NETTING, OR ASPHALT TACKING AT 400 GAUACRE. SEED
AND SOIL AMENDMENTS WILL BE BROADCAST PRIOR TO APPLYING FGM OR MULCH.
REMAINDER OF ROW WITH
SLOPES >10% BUT < 25%
APPROVED EQUIVALENT FOR UPLAND AREAS
BROADCAST: 200 LBS/ACRE
DRILLED: 100 LBS/ACRE
PROFILE PRODUCTS TM
PROMATRIX (OPTIONAL)
FGM: 3,000 LBS/ACRE
SEED AND SOIL AMENDMENTS WILL BE BROADCAST PRIOR TO APPLYING FGM.
REMAINDER OF ROW WITH
SLOPES >25%
APPROVED EQUIVALENT FOR UPLAND AREAS
BROADCAST: 80 LBS/ACRE
DRILLED: 40 LBS/ACRE
PROFILE PRODUCTS TM
PROMATRIX (OPTIONAL)
FGM: 3,500 LBS/ACRE
SEED AND SOIL AMENDMENTS WILL BE BROADCAST PRIOR TO APPLYING FGM.
GROUND STABILIZATION SHALL BE PERFORMED PER "STABILIZATION TIME FRAMES" CHART OR AS OTHERWISE SPECIFIED FOR SAFETY REASONS.
IF PIPELINE INSTALLATION REQUIRES WELDING, MULCH WILL NOT BE APPLIED IN ANY AREA WHERE WELDING ACTIVITIES ARE TO OCCUR. ONCE WELDING ACTIVITIES HAVE BEEN COMPLETED, MULCH SHALL BE APPLED TO SUCH AREAS.
SOIL AMENDMENTS (PERMANENT UPLAND SEEDING)
STABILIZATION TIME FRAMES (EFFECTIVE AUG. 3, 2011)
NOTE
AMENDMENT
APPLICATION RATE
(LBS/ACRE)
SITE AREA DESCRIPTION
STABILIZATION
TIMEFRAME EXCEPTIONS
FOLLOW
RECOMMENDATIONS OF SOIL
TESTS OR AT A MINIMUM
APPLY LIME AND FERTILIZER
AT THE SPECIFIED RATE
GROUND AGRICULTURAL LIMESTONE
4,000
PERIMETER DIKES, SWALES,
DITCHES, SLOPES
7 DAYS
NONE
10-10-10 FERTILIZER
1,200
HIGH QUALITY WATER (HQW) ZONES
7 DAYS
NONE
MAINTENANCE
SLOPES STEEPER THAN 3:1
7 DAYS
IF SLOPES ARE 10' OR LESS IN LENGTH AND ARE NOT STEEPER THAN 2:1, 14 DAYS
ARE ALLOWED
RE -FERTILIZE IF GROWTH IS NOT FULLY ADEQUATE. RESEED, RE -FERTILIZE AND MULCH IMMEDIATELY
FOLLOWING EROSION OR OTHER DAMAGE.
SLOPES 3:1 OR FLATTER
14 DAYS
7 DAYS FOR SLOPES GREATER THAN 50' IN LENGTH
ALL OTHER AREAS WITH SLOPES
FLATTER THAN 4:1
14 DAYS
NONE, EXCEPT FOR PERIMETERS AND HQW ZONES
DEFINITION
CONTROLLING RUNOFF AND EROSION ON DISTURBED UPLAND AREAS BY ESTABLISHING
PERENNIAL VEGETATIVE COVER. DUE TO STEEP SLOPES PRESENT ON THE PROJECT, A
HYDRAULICALLY APPLIED FLEXIBLE GROWTH MEDIUM (FGM) WILL BE REQUIRED TO ESTABLISH
PERMANENT VEGETATION ON SLOPES >10%. OTHER AREAS CAN BE SEEDED AND MULCHED
CONVENTIONALLY OR BY USING HYDRAULIC SEEDING PROCEDURES.
PURPOSE
TO REDUCE EROSION AND DECREASE SEDIMENT YIELD FROM DISTURBED AREAS, AND TO
PERMANENTLY STABILIZE SUCH AREAS IN A MANNER THAT IS ECONOMICAL, ADAPTS TO SITE
CONDITIONS, AND ALLOWS SELECTION OF THE MOST APPROPRIATE PLANT MATERIALS.
SEEDBED REQUIREMENTS
ESTABLISHMENT OF VEGETATION SHOULD NOT BE ATTEMPTED ON SITES THAT ARE
UNSUITABLE DUE TO EXCESSIVE SOIL COMPACTION, INAPPROPRIATE SOIL TEXTURE, POOR
DRAINAGE, CONCENTRATED OVERLAND FLOW, OR STEEPNESS OF SLOPE UNTIL MEASURES
HAVE BEEN TAKEN TO CORRECT THESE PROBLEMS.
TO MAINTAIN A GOOD STAND OF VEGETATION, THE SOIL MUST MEET CERTAIN MINIMUM
REQUIREMENTS AS A GROWTH MEDIUM. THE EXISTING SOIL SHOULD HAVE THESE CRITERIA:
• ENOUGH FINE-GRAINED (SILT AND CLAY) MATERIAL TO MAINTAIN ADEQUATE MOISTURE
AND NUTRIENT SUPPLY (AVAILABLE WATER CAPACITY OF AT LEAST .05 -INCHES OF WATER
TO 1-INCH OF SOIL.
• SUFFICIENT PORE SPACE TO PERMIT ROOT PENETRATION.
• SUFFICIENT DEPTH OF SOIL TO PROVIDE AN ADEQUATE ROOT ZONE. THE DEPTH TO ROCK
OR IMPERMEABLE LAYERS SUCH AS HARDPANS SHOULD BE 12-INCHES OR MORE, EXCEPT
ON SLOPES STEEPER THAN 2:1 WHERE THE ADDITION OF SOIL IS NOT FEASIBLE.
• A FAVORABLE PH RANGE FOR PLANT GROWTH, USUALLY 6.0 - 6.5.
• FREE FROM LARGE ROOTS, BRANCHES, STONES, LARGE CLODS OF EARTH, OR TRASH OF
ANY KIND. CLODS AND STONES MAY BE LEFT ON SLOPES STEEPER THAN 3:1 IF THEY ARE
TO BE HYDRO SEEDED.
IF ANY OF THE ABOVE CRITERIA ARE NOT MET, IE; IF EXISTING SOIL IS TOO COARSE, DENSE,
SHALLOW OR ACIDIC TO FOSTER VEGETATION, SPECIAL AMENDMENTS ARE REQUIRED. THE
SOIL CONDITIONERS DESCRIBED BELOW MAY BE BENEFICIAL OR, PREFERABLY, TOPSOIL MAY
BE APPLIED.
SEEDBED PREPARATION
INSTALL NECESSARY MECHANICAL EROSION AND SEDIMENTATION CONTROL PRACTICES
BEFORE SEEDING, AND COMPLETE GRADING ACCORDING TO THE APPROVED PLAN.
LIME AND FERTILIZER NEEDS SHOULD BE DETERMINED BY SOIL TEST, DIRECTIONS, SAMPLE
CARTONS, AND INFORMATION SHEETS ARE AVAILABLE THROUGH COUNTY AGRICULTURAL
EXTENSION OFFICES. TESTING IS ALSO DONE BY COMMERCIAL LABORATORIES.
WHEN SOIL TEST RESULTS ARE NOT AVAILABLE, FOLLOW RATES SUGGESTED IN THE
SEEDING SPECIFICATIONS TABLES.
APPLY LIME AND FERTILIZER EVENLY AND INCORPORATE INTO THE TOP 4-6-INCHES OF SOIL
BY DISKING OR OTHER SUITABLE MEANS. OPERATE MACHINERY ON THE CONTOUR. WHEN
USING A HYDRO SEEDER, APPLY LIME AND FERTILIZER TO A ROUGH, LOOSE SURFACE.
ROUGHEN SURFACES PRIOR TO SEEDING.
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.
LABELING OF NON -CERTIFIED SEED IS ALSO REQUIRED BY LAW. LABELS CONTAIN
IMPORTANT INFORMATION ON SEED PURITY, GERMINATION, AND PRESENCE OF WOOD
SEEDS. SEEDS MUST MEET STATE STANDARDS FOR CONTENT OF NOXIOUS WEEDS. DO NOT
ACCEPT SEED CONTAINING "PROHIBITED" NOXIOUS WEED SEED.
INOCULATE LEGUME SEED WITH THE RHIZOBIUM BACTERIA APPROPRIATE TO THE SPECIES
OF LEGUME.
APPLY SEED UNIFORMLY WITH A CYCLONE SEEDER, DROP -TYPE SPREADER. DRILL.
CULTIPACKER SEEDER, OR HYDRO SEEDER ON A FIRM, FRIABLE SEEDBED.
WHEN USING A DRILL OR CULTIPACKER SEEDER, PLANT SMALL GRAINS NO MORE THE 1-INCH
DEEP, GRASSES AND LEGUMES NO MORE THAN 1/2-INCH. EQUIPMENT SHOULD BE
CALIBRATED IN THE FIELD FOR DESIRED SEEDING RATE.
WHEN USING BROADCAST -SEEDING METHODS, SUBDIVIDE THE AREA INTO WORKABLE
SECTIONS AND DETERMINE THE AMOUNT OF SEED NEEDED FOR EACH SECTION. APPLY 1/2
THE SEED WHILE MOVING BACK AND FORTH ACROSS THE AREA, MAKING A UNIFORM
PATTERN; THEN APPLY THE SECOND HALF IN THE SAME WAY, BUT MOVING AT RIGHT ANGLES
TO THE FIRST PASS.
STRAW MULCH ALL PLANTING IMMEDIATELY AFTER SEEDING WHEN USING A DRILL OR
BROADCAST SPREADER AND MECHANICALLY AND CRIMP .
TEMPORARY UPLAND SEEDING SPECIFICATIONS
LOCATION
SEED MIX
APPLICATION TYPE AND
RATE (LBS/ACRE)
MULCH, TACKIFIER OR
FGM APPLICATION RATE
NOTES
SLOPES <10%
AUGUST 15 - APRIL 15
ANNUAL RYE GRAIN
120 LBS/ACRE
MULCH (4,000 LBS/ACRE)
APPLY MULCH BY ROVING, NETTING, OR
ASPHALT TACKING AT 400 GAUACRE.
SEED AND SOIL AMENDMENTS WILL BE
BROADCAST PRIOR TO APPLYING
MULCH.
APRIL 15 - AUGUST 15
GERMAN MILLET
40 LBS/ACRE
SLOPES >10% TO
<25%
ANNUAL RYE GRAIN
45 LBS/ACRE
TACKIFIER - PLANTAGO
(4,000 LBS/ACRE) OR
GUAR (150 LBS/ACRE)
SEED AND SOIL AMENDMENTS WILL BE
BROADCAST PRIOR TO APPLYING
TACKIFIER.
SLOPES >25%
ANNUAL RYE GRAIN
45 LBS/ACRE
FGM - PROMATRIX (1,500
LBS/ACRE)
SEED AND SOIL AMENDMENTS WILL BE
BROADCAST PRIOR TO APPLYING FGM.
HYDRAULIC SEEDING
SURFACE ROUGHENING IS PARTICULARY IMPORTANT WHEN HYDRAULICALLY SEEDING, AS A
ROUGHENED SLOPE WILL PROVIDE SOME NATURAL COVERAGE FOR LIME, FERTILIZER,
FLEXIBLE GROWTH MEDIUM (FGM) AND SEED. THE SURFACE SHOULD NOT BE COMPACTED
OR SMOOTH. FINE SEEDBED PREPARATION IS NOT NECESSARY FOR HYDRAULIC SEEDING
OPERATIONS; SOIL CLODS, STONES, AND IRREGULARITIES PROVIDE CAVITIES IN WHICH
SEEDS CAN LODGE.
RATE OF FGM APPLICATION SHOULD VARY BY TYPE AND SHOULD ADHERE TO SEEDING
SPECIFICATIONS TABLE.
IF A MACHINERY BREAKDOWN OF 1/2 TO 2 HOURS OCCURS, ADD 50% MORE SEED TO THE
TANK, BASED ON THE PROPORTION OF THE SLURRY REMAINING. THIS SHOULD
COMPENSATE FOR DAMAGE TO SEED. BEYOND 2 HOURS, A FULL RATE OF NEW SEED MAY
BE NECESSARY.
LIME IS NOT NORMALLY APPLIED WITH A HYDRAULIC SEEDER BECAUSE IT IS ABRASIVE. IT
CAN BE BLOWN OR BROADCAST ONTO STEEP SLOPES IN DRY FORM.
MAINTENANCE
GENERALLY, A STAND OF VEGETATION CANNOT BE DETERMINED TO BE FULLY ESTABLISHED
UNTIL SOIL COVER HAS BEEN MAINTAINED FOR ONE FULL YEAR FROM PLANTING. INSPECT
SEEDED AREAS FOR FAILURE AND MAKE NECESSARY REPAIRS AND RESEEDINGS WITHIN
THE SAME SEASON, IF POSSIBLE.
RE -SEEDING - IF A STAND HAS INADEQUATE COVER, RE-EVALUATE CHOICE OF PLANT
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.
FERTILIZATION - ON THE TYPICAL DISTURBED SITE, FULL ESTABLISHMENT USUALLY
REQUIRES RE -FERTILIZATION IN THE SECOND GROWING SEASON. FINE TURF REQUIRES
ANNUAL MAINTENANCE FERTILIZATION. USE SOIL TESTS IF POSSIBLE OR FOLLOW THE
GUIDELINES GIVEN FOR THE SPECIFIC SEEDING MIXTURE.
SEEDING SPECIFICATIONS
SEE TABLES FOR UPLAND AREAS TEMPORARY AND PERMANENT SEEDING SPECIFICATIONS.
SEEDING BAR NOTE
SEEDING BAR LOCATIONS BASED ON PLAN VIEWS. THESE LOCATIONS ARE GENERALIZED,
AND FINAL SEEDING METHODS SHALL BE APPROVED BY THE OWNER OR ON -SITE
ENVIRONMENTAL INSPECTOR DURING CONSTRUCTION.
SOIL AMENDMENTS (TEMPORARY UPLAND SEEDING)
NOTE
AMENDMENT
APPLICATION
RATE (LBS/ACRE)
FOLLOW RECOMMENDATIONS OF
SOIL TESTS OR AT A MINIMUM
APPLY LIME AND FERTILIZER AT
THE SPECIFIED RATE
GROUND AGRICULTURAL
LIMESTONE
2,000 LBS/ACRE
10-10-10 FERTILIZER
750 LBS/ACRE
MAINTENANCE
RE -FERTILIZE IF GROWTH IS NOT FULLY ADEQUATE. RESEED, RE -FERTILIZE AND
MULCH IMMEDIATELY FOLLOWING EROSION OR OTHER DAMAGE.
NATIVE RIPARIAN SEED SPECIFICATIONS
SEED MIX
APPLICATION TYPE AND
RATE (LBS/ACRE)
NOTES
VIRGINIA WILD RYE
10 LBS/ACRE
BASED ON 35 LBS/ACRE VALUE
INDIANGRASS
10 LBS/ACRE
EXCEEDING MANUFACTURERS
25 LBS/ACRE TYPICAL WITH ELIMINATION
OF COMPETITIVE SPECIES OF
PLANTS/SHRUBS TO INCLUDE PERENNIAL
GRASSES WITH COVER CROP AT HIGHER
35 LBS/ACRE RATE.
SOFT RUSH
5 LBS/ACRE
DEER TONGUE
5 LBS/ACRE
NOTE: THE RECOMMENDED APPLICATION RATE FOR THE RIPARIAN SEED MIXTURE ABOVE IS 20-LBS PER
ACRE. APPLY SEED MIXTURE TO DISTURBED UPLAND RIPARIAN AREAS, EXTENDING 10-FEET LANDWARD.
SOIL AMENDMENTS
APPLICATION OF SOIL AMENDMENTS WITHIN RIPARIAN AREAS SHALL BE CONDUCTED AT AGRONOMIC
RATES AND SHALL COMPLY WITH ALL OTHER APPLICABLE FEDERAL, STATE, AND LOCAL REGULATIONS.
SOIL AMENDMENTS SHALL BE APPLIED IN A MANNER THAT MINIMIZES CONTACT WITH SURFACE WATER.
MULCH
MULCH MAY BE APPLIED WITHIN
MULCH IS NOT TO BE APPLIED
RIPARIAN AREAS AS PER THE GENERAL SEEDING SPECIFICATIONS.
IN WETLAND AREAS.
MAINTENANCE
RESEED/OVER SEED IF GROWTH IS NOT FULLY ADEQUATE. GROUND STABILIZATION SHALL BE
PERFORMED PER TIME FRAMES OUTLINED IN GENERAL SEEDING SPECIFICATIONS.
DEFINITION
CONTROLLING RUNOFF AND EROSION ON DISTURBED RIPARIAN AREAS BY ESTABLISHING PERENNIAL VEGETATIVE COVER WITH NATIVE RIPARIAN
SEED.
PURPOSE
TO REDUCE EROSION AND DECREASE SEDIMENT YIELD FROM DISTURBED AREAS, AND TO PERMANENTLY STABILIZE SUCH AREAS IN A MANNER THAT
IS ECONOMICAL, ADAPTS TO SITE CONDITIONS, AND ALLOWS SELECTION OF THE MOST APPROPRIATE PLANT MATERIALS.
SEEDBED REQUIREMENTS
TO MAINTAIN A GOOD STAND OF RIPARIAN VEGETATION, THE SOIL MUST BE TOPSOIL THAT HAS BEEN STOCKPILED DURING THE GRADING AND
EXCAVATION OPERATIONS. THIS TOPSOIL SHOULD HAVE THESE CRITERIA:
• ENOUGH FINE-GRAINED (SILT AND CLAY) MATERIAL TO MAINTAIN ADEQUATE MOISTURE AND NUTRIENT SUPPLY (AVAILABLE WATER CAPACITY OF
AT LEAST .05 -INCHES OF WATER TO 1-INCH OF SOIL.
• SUFFICIENT PORE SPACE TO PERMIT ROOT PENETRATION.
• SUFFICIENT DEPTH OF SOIL TO PROVIDE AN ADEQUATE ROOT ZONE. THE DEPTH TO ROCK OR IMPERMEABLE LAYERS SUCH AS HARDPANS
SHOULD BE 12-INCHES OR MORE, EXCEPT ON SLOPES STEEPER THAN 2:1 WHERE THE ADDITION OF SOIL IS NOT FEASIBLE.
• A FAVORABLE PH RANGE FOR PLANT GROWTH, USUALLY 6.0 - 6.5.
• FREE FROM LARGE ROOTS, BRANCHES, STONES, LARGE CLODS OF EARTH, OR TRASH OF ANY KIND. CLODS AND STONES MAY BE LEFT ON
SLOPES STEEPER THAN 3:1 IF THEY ARE TO BE HYDRO SEEDED.
IF ANY OF THE ABOVE CRITERIA ARE NOT MET, IE; IF EXISTING SOIL IS TOO COARSE, DENSE, SHALLOW OR ACIDIC TO FOSTER VEGETATION, A ONE
TIME APPLICATION OF SPECIAL AMENDMENTS ARE ALLOWED. HOWEVER, FERTILIZER MUST NOT OCCUR WITHIN 10-FT OF BANK OR COME IN CONTACT
WITH WATER. THE SOIL CONDITIONERS DESCRIBED BELOW MAY BE BENEFICIAL OR, PREFERABLY, TOPSOIL MAY BE APPLIED.
SEEDBED PREPARATION
INSTALL NECESSARY EROSION AND SEDIMENTATION CONTROL PRACTICES BEFORE SEEDING, AND COMPLETE GRADING ACCORDING TO THE
APPROVED PLAN.
ROUGHEN RIPARIAN SURFACES BY DISKING, RAKING, HARROWING, OR OTHER SUITABLE METHODS PRIOR TO SEEDING.
COMPLETE SEEDBED PREPARATION BY BREAKING UP LARGE CLODS AND RAKING INTO A SMOOTH, UNIFORM SURFACE. BROADCAST SEED INTO A
FRESHLY LOOSENED SEEDBED THAT HAS NOT BEEN SEALED BY RAINFALL.
SEEDING
USE CERTIFIED SEED FOR NATIVE RIPARIAN SEEDING.
LABELING OF NON -CERTIFIED SEED IS ALSO REQUIRED BY LAW. LABELS CONTAIN IMPORTANT INFORMATION ON SEED PURITY, GERMINATION, AND
PRESENCE OF WOOD SEEDS. SEEDS MUST MEET STATE STANDARDS FOR CONTENT OF NOXIOUS WEEDS. DO NOT ACCEPT SEED CONTAINING
"PROHIBITED" NOXIOUS WEED SEED.
APPLY SEED UNIFORMLY BY HAND OR PERSONNEL EQUIPPED WITH A BROADCAST SPREADER.
WHEN USING BROADCAST -SEEDING METHODS, SUBDIVIDE THE AREA INTO WORKABLE SECTIONS AND DETERMINE THE AMOUNT OF SEED NEEDED
FOR EACH SECTION. APPLY 1/2 THE SEED WHILE MOVING BACK AND FORTH ACROSS THE AREA, MAKING A UNIFORM PATTERN; THEN APPLY THE
SECOND HALF IN THE SAME WAY, BUT MOVING AT RIGHT ANGLES TO THE FIRST PASS.
MAINTENANCE
GENERALLY, A STAND OF VEGETATION CANNOT BE DETERMINED TO BE FULLY ESTABLISHED UNTIL SOIL COVER HAS BEEN MAINTAINED FOR ONE FULL
YEAR FROM PLANTING. INSPECT SEEDED AREAS FOR FAILURE AND MAKE NECESSARY REPAIRS AND RESEEDINGS WITHIN THE SAME SEASON, IF
POSSIBLE.
RE -SEEDING - IF A STAND HAS INADEQUATE COVER, RE-EVALUATE CHOICE OF PLANT MATERIALS. RE-ESTABLISH THE STAND AFTER SEEDBED
PREPARATION OR OVER -SEED THE STAND.
SEEDING SPECIFICATIONS
SEE TABLES FOR RIPARIAN AREAS SEEDING SPECIFICATIONS. THIS CUSTOMIZED SEEDING MIXTURE WAS DEVELOPED FOR THIS PROJECT BY, AND IS
TO BE OBTAINED FROM, MELLOW MARSH FARMS (919-742-1200).
GENERAL SEEDING REQUIREMENTS FOR WETLAND AREAS
DEFINITION
CONTROLLING RUNOFF AND EROSION ON DISTURBED WETLAND AREAS BY ESTABLISHING PERENNIAL VEGETATIVE COVER WITH NATIVE WETLAND SEED.
NATIVE WETLAND SEED SPECIFICATIONS
SEED MIX
APPLICATION TYPE AND
RATE (LBS/ACRE)
NOTES
VIRGINIA WILD RYE
10 LBS/ACRE
BASED ON 35 LBS/ACRE VALUE
INDIANGRASS
10 LBS/ACRE
EXCEEDING MANUFACTURERS
25 LBS/ACRE TYPICAL WITH ELIMINATION
OF COMPETITIVE SPECIES OF
PLANTS/SHRUBS TO INCLUDE PERENNIAL
GRASSES WITH COVER CROP AT HIGHER
35 LBS/ACRE RATE.
SOFT RUSH
5 LBS/ACRE
DEER TONGUE
5 LBS/ACRE
NOTE: THE RECOMMENDED APPLICATION RATE FOR THE WETLAND SEED MIXTURE ABOVE IS 20 TO
25-LBS PER ACRE. APPLY SEED MIXTURE TO DISTURBED WETLAND, EXTENDING 10-FEET LANDWARD.
SOIL AMENDMENTS
SOIL AMENDMENTS ARE NOT TO BE APPLIED IN WETLAND
AREAS.
MULCH
MULCH IS NOT TO APPLIED
IN WETLAND AREAS.
MAINTENANCE
RESEED/OVER SEED IF GROWTH IS NOT FULLY ADEQUATE. GROUND STABILIZATION SHALL BE
PERFORMED PER TIME FRAMES OUTLINED IN GENERAL SEEDING SPECIFICATIONS.
UPLAND SEEDING SPECIFICATIONS
SEED MIX
APPLICATION TYPE AND
RATE (LBS/ACRE)
AMENDMENT
NOTES
TALL FESCUE
100 LBS/ACRE
PELLITIZED LIME
(250 LBS/ACRE)
SOIL AMENDMENT RATES REDUCED DUE TO
CURRENT VEGETATION STATE AND ACTIVE SOIL
CONDITION, AS WELL AS AMENDMENTS PLACED
WITHIN PROJECT DURATION.
BAHIA
25 LBS/ACRE
10-10-10 FERTILIZER
(500 LBS/ACRE)
GERMAN MILLET
10 LBS/ACRE
BASED ON PELLETIZED LIME RATES AT A
1:10 VALUE OF AGRICULTURAL LIME
(250 LBS P = 2,500 LBS A).
PURPOSE
TO REDUCE EROSION AND DECREASE SEDIMENT YIELD FROM DISTURBED AREAS, AND TO PERMANENTLY STABILIZE SUCH AREAS IN A MANNER THAT IS
ECONOMICAL, ADAPTS TO SITE CONDITIONS, AND ALLOWS SELECTION OF THE MOST APPROPRIATE PLANT MATERIALS.
SEEDBED REQUIREMENTS
TO MAINTAIN A GOOD STAND OF WETLAND VEGETATION, THE SOIL MUST BE TOPSOIL THAT HAS BEEN STOCKPILED DURING THE GRADING AND
EXCAVATION OPERATIONS. THIS TOPSOIL SHOULD HAVE THESE CRITERIA:
• FREE FROM LARGE ROOTS, BRANCHES, STONES, LARGE CLODS OF EARTH, OR TRASH OF ANY KIND.
SEEDBED PREPARATION
INSTALL NECESSARY ADJACENT (NOT IN WETLAND) MECHANICAL EROSION AND SEDIMENTATION CONTROL PRACTICES BEFORE SEEDING, AND RETURN
GRADES TO ORIGINAL CONTOURS AS MUCH AS PRACTICABLE.
ROUGHEN WETLAND SURFACES BY DISKING, RAKING, HARROWING, OR OTHER SUITABLE METHODS PRIOR TO SEEDING.
COMPLETE SEEDBED PREPARATION BY BREAKING UP LARGE CLODS AND RAKING INTO A SMOOTH, UNIFORM SURFACE. BROADCAST SEED INTO A
FRESHLY LOOSENED SEEDBED THAT HAS NOT BEEN SEALED BY RAINFALL.
SEEDING
USE CERTIFIED SEED FOR NATIVE WETLAND SEEDING.
LABELING OF NON -CERTIFIED SEED IS ALSO REQUIRED BY LAW. LABELS CONTAIN IMPORTANT INFORMATION OS SEED PURITY, GERMINATION, AND
PRESENCE OF WOOD SEEDS. SEEDS MUST MEET STATE STANDARDS FOR CONTENT OF NOXIOUS WEEDS. DO NOT ACCEPT SEED CONTAINING
"PROHIBITED" NOXIOUS WEED SEED.
APPLY SEED UNIFORMLY BY HAND OR PERSONNEL EQUIPPED WITH A BROADCAST SPREADER.
WHEN USING BROADCAST -SEEDING METHODS, SUBDIVIDE THE AREA INTO WORKABLE SECTIONS AND DETERMINE THE AMOUNT OF SEED NEEDED FOR
EACH SECTION. APPLY 1/2 THE SEED WHILE MOVING BACK AND FORTH ACROSS THE AREA, MAKING A UNIFORM PATTERN; THEN APPLY THE SECOND HALF
IN THE SAME WAY, BUT MOVING AT RIGHT ANGLES TO THE FIRST PASS.
DO NOT APPLY MULCH OR FERTILIZER IN WETLANDS.
MAINTENANCE
GENERALLY, A STAND OF VEGETATION CANNOT BE DETERMINED TO BE FULLY ESTABLISHED UNTIL SOIL COVER HAS BEEN MAINTAINED FOR ONE FULL
YEAR FROM PLANTING. INSPECT SEEDED AREAS FOR FAILURE AND MAKE NECESSARY REPAIRS AND RESEEDINGS WITHIN THE SAME SEASON, IF
POSSIBLE.
RE -SEEDING - IF A STAND HAS INADEQUATE COVER, RE-EVALUATE CHOICE OF PLANT MATERIALS. RE-ESTABLISH THE STAND AFTER SEEDBED
PREPARATION OR OVER -SEED THE STAND.
SEEDING SPECIFICATIONS
SEE TABLES FOR WETLAND AREAS SEEDING SPECIFICATIONS. FESCUE IS PROHIBITED IN WETLAND AREAS.
.``��CN° CA R�<
OFESS /0
<E)4 09/ 2Q2°,
°tiGINE
/'/kE I TH \\\
PROFESSIONAL ENG/ARCH STAMP
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 DISCLOSURE ALL PREVIOUS PAPER COPIES OF THIS DRAWING MUST BE DESTROYED IN
ACCORDANCE WITH RECORDS & INFO. MANAGEMENT (RIM) POLICY 1001
REF. DWG(S) PNG-G-142-0001000
NO.
DATE
REVISION(S) DESCRIPTION
BY
CHK
APPD
DESCRIPTION
APPROVALS
0
05/09/2022
ISSUE FOR CONSTRUCTION
JB
TFG
WKG
AREA CODE
1853
ACCOUNT NUMBER
10700
DATE
INITIALS
REGIONAL
ENGINEER
PROJECT NUMBER
0232195
DRAWING BY
JB
DATE
INITIALS
MGR TECH
REC & STD
STATION ID
CHECKER INITIALS
TFG
DATE
05/09/2022
INITIALS
WKG
PRINCIPAL
ENGINEER
DUKE III Piedmont
ENERGY. Natural Gas
COPYRIGHT 2018
LINE 142 PIPELINE
E&SC SEEDING REQUIREMENTS
CLAYTON, NORTH CAROLINA
Resource Center GOLDSBORO, NC
SHEET(S)80 OF 119
DWG SCALE NOT TO SCALE
DWG DATE 09/17/2021
SUPERSEDED
DRAWING NUMBER
PNG -C-142-0001081
REVISION
0
DISCIPLINE / RESOURCE CENTER / LINE NUMBER

W:\20-31-3008 Line 142_Flowers Plantation\3_CAD\Production\04_EPSC\PNG-C-142-0001082.dwg 5/11/2022 11:27 AM
_
�T !III=- s
diaTrl
to .,:
S-W
. `, �: '•
3 times the
i I,
-- �. • MI iMI
diameter Min
-90'. -,A'"•
L Pipe outlet to well
+_ defined channel
PLAN VIEW
N.T.S. Key in 6"-10" (150-230 mm),
L recommended for entire
perimeter.
II
d=5' (1.5m) max
_ w+_
rock dia.
•'- I ILIAC-I1
} 6"(I50 mm) Min
Filter Fabric~
SECTION A -A
N.T.S.
Adapted from: Virginia Erosion & Sediment Control Handbook, 1992
Pipe Diameter
in (mm)
Discharge
ft 3/s (ni /s)
Apron Length, L
ft (m)
Rip -Rap
DAL, Diameter Min
in (mm)
12 (300)
4.9 (0.14)
9.89 (0.28)
10 (3)
13 (4)
4 (100)
6 (150)
18 (450)
9.89 (0.28)
20.13 (0.57)
30.01 (0.85)
39.90 (1.13)
10 (3)
16 (5)
23 (7)
26 (8)
6 (150)
8 (200)
12 (300)
16 (400)
24 (600)
30.01 (0.85)
39.90 (1.13)
50.14 (1.42)
60.03 (1.70)
16 (5)
26 (8)
26 (8)
30 (9)
8 (200)
8 (200)
12 (300)
16 (400)
For larger or higher flows,
consult a registered civil engineer
Source: Adapted from USDA-SCS
OUTLET PROTECTION
SEWN -IN CONNECTION SLEEVE FOR
PUMP DISCHARGE HOSE (OPTIONAL)
SILT FENCE
WITH WIRE BACKING
GEOTEXTILE FABRIC (TYPE III) UNDER
AND COVERING ENTIRE WOOD CHIP
PAD
SILT -SAVER SEDIMENT
FILTER BAG
WOOD CHIPS
GEOTEXTILE FABRIC (TYPE
III) OR EXISTING
VEGETATION
2'-0" MIN.
0'-6" MIN.
+ + + + + + + +
+ + + + + + + +
J. J. J. J. J. J. J. J.
+
J.
VARIES WITH
10' MIN.
1
50' MIN. DISTANCE
FROM STREAM
j- TOP OF BANK
STREAM
PLAN VIEW
NOTES
1. OPEN CUT STREAM CROSSINGS TO BE
SCHEDULED DURING DRY CONDITIONS.
CONSTRUCTION OF CROSSING SHALL BE
WORKED CONTINUOUSLY FROM START
OF EXCAVATION OF THE TRENCH TO
INSTALLATION OF THE PIPE TO FINAL
RESTORATION OF THE STREAMBED AND
STREAM BANKS.
2. TEMPORARY PUMP AROUND BYPASSES
EMPLOYED FOR STREAM CROSSING
WILL BE MONITORED 24/7 UNTIL
CHANNEL IS STABILIZED AND FLOW
RESTORED TO CHANNEL.
3. THE CONTRACTOR WILL RESTORE THE
CONTOURS OF THE BED AND BANKS OF
ALL WATERWAYS IMMEDIATELY AFTER
PIPE INSTALLATION AND BACKFILL,
EXCEPT OVER THE TRAVEL LANE.
TRAVEL LANES AND BRIDGES MAY STAY
IN PLACE UNTIL HYDROSTATIC TESTING
AND CLEANUP ARE COMPLETE. ALL
MATERIALS USED TO SUPPORT
CONSTRUCTION ACTIVITIES WILL BE
REMOVED FROM WATERBODIES AND
WETLANDS, INCLUDING, BUT NOT
LIMITED TO, FLUMES, MATS, PLASTIC
SHEETING, AND SANDBAGS.
4. THE STREAM BANK CONTOUR SHALL BE
RE-ESTABLISHED. ALL DEBRIS SHALL BE
REMOVED FROM THE STREAMBED AND
BANKS. STREAM BANKS SHALL BE
STABILIZED AND TEMPORARY SEDIMENT
BARRIERS SHALL BE INSTALLED WITHIN
24 HOURS OF COMPLETING THE
CROSSING IF PRACTICABLE.
5. IMMEDIATELY FOLLOWING
RECONSTRUCTION OF THE STREAM
BANKS, THE CONTRACTOR SHALL
INSTALL SEED AND EROSION CONTROL
FABRICS ON WATERBODY BANKS.
6. INSTALL AND ANCHOR CURLEX II OR
ENGINEER APPROVED EQUIVALENT
ACCORDING TO MANUFACTURER'S
INSTRUCTIONS.
OPTIONAL LIFTING
STRAPS
VARIES WITH GROUND
LINE SLOPE
2'-0" MIN.
GRASS SEED IS SPREAD BENEATH
EROSION CONTROL FABRIC. SEED
MIX CAN BE FOUND WITH EROSION
CONTROL DETAILS
PROPOSED
TEMPORARY WORKSPACE
WIDTH OF DISTURBANCE
TO CHANNEL TO BE
MINIMIZED
PROPOSED
PERMANENT EASEMENT
(WIDTH VARIES)
-1 I
PLAN VIEW STABILIZED CHANNEL
INSTALL CURLEX NETFREE OR ENGINEER
APPROVED EQUIVALENT
NORMAL WATER LINE
I 4 1 1 I I I
I '
5'
CURLEX II OR ENGINEER
APPROVED EQUIVALENT
PROPOSED GAS
PIPELINE
STABILIZE FILL
4'
12"
I I 1
SEE PLAN VIEW
TEMPORARY MATTING
TYPICAL CROSS SECTION STABILIZED CHANNEL
STREAMBANK STABILIZATION
NOTES:
1. SEDIMENT FILER BAGS SHOULD NOT BE PLACED WITHIN A JURISDICTIONAL WETLAND OR
WITHIN 50 FEET OF A STABILIZED OUTLET, STREAM, OR OTHER NATURAL WATERS RESOURCE.
2. CONTRACTOR SHALL EXERCISE CAUTION NOT TO BURST OR DAMAGE THE SEDIMENT FILTER
BAG WHEN PUMPING.
3. SEDIMENT FILTER BAGS SHALL BE REPLACED WHEN SEDIMENT HAS ACCUMULATED TO Y2 OF
THE BAGS CAPACITY OR IN ACCORDANCE WITH THE MANUFACTURE'S RECOMMENDATIONS.
2'-0" MIN.
SILT FENCE
WITH WIRE BACKING
GEOTEXTILE FABRIC (TYPE III) OR
EXISTING VEGETATION
6" MIN.
SILT -SAVER DEWATER FILTER BAG
6" X 15"
2" - 3"
PUMP
13" X 15"
0'-4"
PUMP
13" X 25"
0'-6"
PUMP
SEDIMENT FILTER BAG
0'-6" MIN. VARIES
USE WOOD CHIPS
PAD TO LEVEL BAG FROM
NATURAL GROUNDLINE. WOOD
CHIPS CAN BE OMITTED WHEN
BAG IS POSITIONED ON
GROUND LEVEL.
TYPICAL SEDIMENT FILTER BAG
(NOT TO SCALE)
10'-0"
MINIMUM
GEOTEXTI LE
FABRIC (TYPE III)
SECTION A
50' MINIMUM
EXISTING VEGETATIVE
BUFFER
SILT FENCE /- WITH WIRE
BACKING 2' MIN.
EXISTING GROUNDLINE
GEOTEXTILE FABRIC (TYPE III)
OR EXISTING VEGETATION
TOP OF BANK
STREAM
III
PROPOSED GAS LINE
5EE DETAILS
• R 3/9
NOTES:
1, SEE EURLEAO SLOPE AIaPLICAT14H DETAIL SHEET FOR
PROPER SLOPE INSTALLATION,
FDP CHANNEL T3ENC11INO A1ET1-6'G,
SEE DETAIL 8/3 & 9/3
CHANNEL BLANKET END
OF ROLL OVERLAP.
SEE DETAIL T/.3
2. STAPLE PATTERNS ARE DEPENDENT bN SITE CONDITIONS,
SEE CURLEriD STAPLE PATTERN CAA DE FGS DETAILS.
3. E-STAPLE® YAK BE .JSED IN PLACE Cr %IRE STAPLES.
/\
CHANNEL UNER MUST
EX TEND Ei 3.-0" ASPE
T1_. THE AR
fIPA-LED HIGH
WATER ELEVATION
SLOPE 9L. -ET TO BE
INST+ILLEO FIRST AND
EXTER,'IE6 AT LEAST TO
THE ANTICIPATED MAX
WATER ELSVAIL CNN
ti
wad. EL
HANF 1 INSTALLATION
AIEIHOD A"
NC SCALE
SLOPE BLANKET TO 6E
INSTALLED FIRST AND
[XTE7 ]ED 3'-O. BEYOND
THE TOE OF THE SLOPE
J•
CHANNEL L61ER MV T
ErrE7ND V-0" ABOVE THE ANTICIPATED HIGH
WATER ELEVATVA
WY. r T EL
CHANNEL INSTALLATION
MEIHao "e"
NC SCALE
w
CHANNEL DEW
IN SCALE
STAPLES SHOULD HE
PARALLEL WITH
DIRECTION OF FLOW -I HA- G"
. I.• F i Y.11. 1. 1• 1 Y•• Y• •.L 1
SEE DETAILS
7/3 k 3/3
N
PLAN CHANNEL TERMINATION
SIDE SEMI OVERLAP,
' REE DETAIL 8/3.
•
TRENCH APPROX.
1D' Ai DE x B" DEEP
SOIL PILE
FP DM TRENCH
FOR CH ANNEL TERkINATIC}I.
SEE DETAILS 4/3 da 613
BLAIJHET DVERLAP, I "
2•-4-
I*3•
NE 5'. LE
2 ROWS OF STAPLES
+• APART" STAGG-END,
6" O.C., STAPLES TO 6E
PLACED CLOSE RJ EDGE
1.)F BLANKET
CHANNEL TERMINATION
0
OF Ig,AHRET
ROW OF STAPLES.
12" 0,C,
2 RQ1YS OF STAPLES.
STAGGERED, 6' ID.C„
EA. DP._
E1
7 ROWS 4F STAPLES.
L1w STAGGERED, 6" O.C..
l Eh. DIR.
SOIL F1LWJ
FROM 'SOIL PILE.
ONIPACT MTh FLk7T
STEP 7
CHANNEL TRENCHING
NEIHIOC A'
5%ALE
TRENCH APPROX.
SOL PILE
TO. MOE x 6' DEER FROM TRDICH
FIACOW
STAPLES ARE THRLUGH
13OTH BLANKETS.
SIDE SEAM OVERLAP
STAPLE DErA1L
NU Se ALE
DYE.NUSQ UPS,OPE 6LPNNEI
I�.•� nVEl A SR=TIGLOAFEED A
INAKElf
7 ROWS OF STAPLES
sPART, STAGGERED
E, C.
CHANNEL BLANKER END
OF ROLL OVERLAP
NC SCALE
1 ROW DF STAPLES,
12' O.C.
2 ROWS GF STAPLES.
STAGGERED. 6' D.C.,
EA mR.
4�1
7 RDAS 9P STAPLES
4' APART, STAGCERED,
6' O.G, STAPLES ID SE
PLACM CLOSE TO EDGE
OF BLANKET
.taw
S AIL FILLED
FROM SOIL PILE,
COMPACT WITH FOOT
CHANNEL TRENCIING
ldIETHOD
NC SCALE
American
Excelsior
Company' W
Earth Science Division
N iwELT
S EA
cI1ECRE, gx_
BT
A�i�PG'A t 8Y-
AMERICAN EXCELSIOR COMPANY
ARLINGTON, TEXAS
SHEET UE`_LE TUN
CORLE%'S CHANNEL
APPLICATION DETAIL
GATE 1/f/
DRAWN
SCALE
NONE
nfh'WD.'T NO
SFEET Na
3
CURLEX CHANNEL APPLICATION DETAIL
NOTES:
1. INSPECT RECP FOR SIGNS OF RILL OR GULLY EROSION BELOW THE MATERIAL.
2. ANY SIGNS OF EROSION, TEARING OF THE MATERIAL, OR AREAS WHERE THE MATERIAL IS NO
LONGER ANCHORED FIRMLY TO THE GROUND SHOULD BE REPAIRED OR REPLACED.
EACH L P��TcT A ROF�TTOM FABRIC
POWHHFABIr�I ON TOP OF
EE ����pp
P TREAM
_ .5.P
a o/
o
DIRECTION OF FLOW
STAKING PLAN OF ONE LIFT (TM.)
DQWN9T iCA,M
COIR
LE oc Hs
S, SEE
p
4.0' MIItYMUM
T9PWANK
4" MIN. FABRIC OVERLAP
STAKING PLAN NOTES:
1. STAKES WILL BE SPACED ACROSS THE LENGTH OF THE COIR BLOCK. LEAVE AT LEAST
2" OF THE DEAD STAKE ABOVE GROUND.
2. INSERT MALE END OF SECOND COIR BLOCK INTO FEMALE END (DOWNSTREAM END) OF
COIR BLOCK AND DRIVE STAKES THROUGH OVERLAPPING FABRICS AS SHOWN. ADD
ADDITIONAL BLOCKS UNTIL THE DESIRED LENGTH IS ACHIEVED.
3. BACKFILL BOTTOM AND BACK OF COIR BLOCKS AND COMPACT PER INSTALLATION
NOTES.
4. REPEAT STEPS AS NECESSARY FOR A MAX OF 2 COIR BLOCK LIFTS TOPPED WITH
ADDITIONAL SOIL LIFTS UNTIL DESIRED HEIGHT IS ACHIEVED.
INSTALLATION NOTES:
1. VEGETATED GEOGRIDS ARE TO BE CONSTRUCTED WITH A PREFABRICATED COIR
BLOCK EQUAL TO MATCH DESIGN SLOPE AND TO PROVIDE OVERLAP OF FABRIC FOR
PROPER INSTALLATION OF DEAD STOUT STAKES. SEE STAKING PLAN OF LIFT BEFORE
INSTALLING VEGETATED GEOGRID. CLEAN AND GRADE BASE OF PROPOSED BANK.
INSTALLATION SHALL BE PER MANUFACTURER'S RECOMMENDATIONS.
2. THE VEGETATED GEOGRID (WITH EROSION CONTROL FABRIC CONSISTING OF AEC
PREMIER COCONUT WITH FIBERNET OR CURLEX III WITH FIBERNET) IS INSTALLED IN A
SERIES OF INDIVIDUAL LIFTS (12" HIGH) WITH EACH SUCCESSIVE LIFT INSTALLED
DIRECTLY ON TOP OF AND OFFSET LANDWARD FROM THE PREVIOUS LIFT AS SHOWN.
3. COMPACT EACH LAYER OF SOIL BACKFILL IN 6" MAXIMUM LIFTS, TO 95% OF THE
STANDARD PROCTOR MAXIMUM DRY DENSITY (ATSM D).
4. REFER TO TABLE IN THIS DETAIL FOR NUMBER OF LIFTS. FIRST TWO LIFTS SHALL BE
COIR BLOCK LIFTS. ADDITIONAL LIFTS SHALL BE SOIL LIFTS WRAPPED IN EROSION
CONTROL FABRIC.
5. AFTER EACH LIFT HAS BEEN COMPACTED, BUT PRIOR TO COVERING WITH ATTACHED
COIR FABRIC MAT, BROADCAST APPLY A LAYER OF SEED OVER THE EXPOSED FACE OF
VEGETATED GEOGRID. AFTER SEEDING, COVER WITH COIR FABRIC MAT AND STAKE AS
SHOWN.
6. EACH COIR BLOCK LIFT SHALL BE PLANTED WITH 2" HERBACEOUS PLUGS AT SPACING
OF 3' OC. SOIL LIFTS SHALL BE PLANTED WITH 3 GALLON SHRUBS AT A SPACING OF 3'
OC.
7. WHERE STRUCTURE PLACEMENT COINCIDES WITH VEGETATED GEOGRID, COMPLETE
THE STRUCTURE AS NOTED IN THE PLANS, AND THEN INSTALL THE VEGETATED
GEOGRID SO IT BUTTS UP AGAINST THE STRUCTURE SILLS UPSTREAM AND
DOWNSTREAM FACES.
SOIL LIFT
1
FhBRIC TRO
2" MERAACEOUS PLUG (TYP_)
4-
lr
NOTE:
STOUT STAKES SHALL DE 25i2" STAKES
2 FT. IN LENGTH AND Si1ARPENED ON ONE END.
SECTION
kr6
R MANUFACTURERy
CFVn BOTTOM
GEOGRID CHANNEL BANK STABILIZATION
(NOT TO SCALE)
31\111111111III///
\AWN CARo/
04 09/ 2 2:
/LG I NEti °
gMk\
E1TH \\���:
,//III111111111111
PROFESSIONAL ENG/ARCH STAMP
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 DISCLOSURE ALL PREVIOUS PAPER COPIES OF THIS DRAWING MUST BE DESTROYED IN
ACCORDANCE WITH RECORDS & INFO. MANAGEMENT (RIM) POLICY 1001
REF. DWG(S) PNG-G-142-0001000
NO.
DATE
REVISION(S) DESCRIPTION
BY
CHK
APPD
DESCRIPTION
APPROVALS
0
05/09/2022
ISSUE FOR CONSTRUCTION
JB
TFG
WKG
AREA CODE
1853
ACCOUNT NUMBER
10700
DATE
INITIALS
REGIONAL
ENGINEER
PROJECT NUMBER
0232195
DRAWING BY
JB
DATE
INITIALS
MGR TECH
REC & STD
STATION ID
CHECKER INITIALS
TFG
DATE
05/09/2022
INITIALS
WKG
PRINCIPAL
ENGINEER
DUKE III Piedmont
ENERGY. Natural Gas
COPYRIGHT 2018
LINE 142 PIPELINE
E&SC DETAILS
CLAYTON, NORTH CAROLINA
Resource Center GOLDSBORO, NC
SHEET(S)81 OF 119
DWG SCALE NOT TO SCALE
DWG DATE 09/17/2021
SUPERSEDED
DRAWING NUMBER
PNG-C-142-0001082
REVISION
0
DISCIPLINE / RESOURCE CENTER / LINE NUMBER

SWALE OR OTHER SEDIMENT
CONTROL DEVICE
NOTES:
PLASTIC OR WIRE TIES.
W:\20-31-3008 Line 142 Flowers Plantation \3 CAD\Production\04_EPSC\PNG-C-142-0001083.dwg 5/11/2022 11:27 AM
EXISTING PAVED ROADWAY
/,,, //
FILTER FABRIC
O
J
LL
R MIN.
ro
PIPE/CULVERT IF
NECESSARY
SUPPLY WATER TO WASH
WHEELS IF NECESSARY
100' MIN. (WAKE COUNTY)
PLAN VIEW
NOTE:
CONSTRUCT SEDIMENT BARRIER
AND CHANNELIZE RUNOFF TO
SEDIMENT TRAPPING DEVICE
CLASS A STONE
/_�-8 MIN. ��•���•��=>•���•�
SECTION A
f
12' MIN.
WIDTH
2:1 OR FLATTER
ORIGINAL GRADE
/\/
PIPE/CULVERT IF
NECESSARY
CONSTRUCTION SPECIFICATIONS:
1. STONE SIZE - CLASS A.
2. WIDTH - 25' MIN.
3. WASHING - WHEN NECESSARY, WHEELS SHALL BE CLEANED TO REMOVE SEDIMENT PRIOR TO ENTRANCE
ONTO PUBLIC R.O.W. WHEN WASHING IS REQUIRED, IT SHALL BE DONE ON AN AREA STABILIZED WITH
CRUSHED STONE WITH DRAINS INTO AN APPROVED SEDIMENT TRAP OR SEDIMENT BASIN. ALL SEDIMENT
SHALL BE PREVENTED FROM ENTERING ANY STORM DRAIN, DITCH, OR WATERCOURSE THROUGH USE OF
SAND BAGS, GRAVEL, BOARDS, OR OTHER APPROVED METHODS.
4. MAINTENANCE - THE ENTRANCE SHALL BE MAINTAINED IN A CONDITION WHICH WILL PREVENT TRACKING OR
FLOWING OF SEDIMENT ONTO PUBLIC R.O.W. THIS MAY REQUIRE PERIODIC TOP DRESSING WITH ADDITIONAL
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.O.W. MUST BE
REMOVED IMMEDIATELY.
TYPICAL GRAVEL CONSTRUCTION ENTRANCE/EXIT (TCE)
0%
sCI
12" COMPOST \ \ \
SOCK (MIN) \ \ \
\ \\\
\\\
\\ \\\
\\\ \
\
\\\
UNTRENCHED INSTALLATION
1. SILT FENCE WITH WIRE BACKING IS USED TO INTERCEPT
SMALL AMOUNTS OF SEDIMENT AND REDUCE VELOCITY
FROM SHEET FLOW ONLY. USE SILT FENCE WITH WIRE
BACKING UP -GRADIENT TO, AND ALONG THE PERIMETER OF
STREAMS, WETLANDS, PONDS, SPRINGS, OR OTHER
NATURAL WATER RESOURCES LOCATED WITHIN OR
ADJACENT TO THE PROJECT RIGHT OF WAY.
2. THE MAXIMUM DRAINAGE AREA SIZE FOR CONTINUOUS
SILT FENCE WITH BACKING SHALL BE 1 ACRE PER 150 LINEAR
FEET OF FENCE LENGTH. MAXIMUM SLOPE LENGTH BEHIND
FENCE ON UPSLOPE SIDE SHALL BE 290 FEET ( AS
MEASURED ALONG GROUND SURFACE)
3. STEEL POSTS SHALL HAVE A PROJECTION FOR FASTENING
WIRE TO THEM. WOVEN WIRE FENCE BACKING TO BE
FASTENED SECURELY TO FENCE POSTS WITH WIRE TIES.
THE WIRE FASTENERS SHOULD BE EVENLY SPACED WITH AT
LEAST SIX PER POST.
4. FABRIC SHALL BE FASTENED SECURELY TO WOVEN WIRE
FENCE BACKING WITH THE TIES SPACED EVERY 24 INCHES
ALONG TOP AND MIDSECTION.
5. STOP SILT FENCE AT PAVED CROSSINGS, USE
ALTERNATIVE MEASURE IF NECESSARY.
6. COORDINATE SILT FENCE PLACEMENT IN WATER QUALITY
BUFFERS TO MINIMIZE IMPACT.
7. USE DOT #5 OR #57 WASHED STONE TO BACKFLOW
TRENCH WHEN FLOW WILL RUN PARRELLEL TO THE TOE OF
THE FENCE. WHILE THIS SITUATION IS SOMETIMES
UNAVOIDABLE, SILT FENCE, SHOULD GENERALLY NOT BE
USED AS A DIVERSION.
MAINTENANCE:
1. INSPECT SEDIMENT FENCES AT LEAST ONCE A WEEK AND
AFTER EACH RAINFALL. MAKE ANY REQUIRED REPAIRS
IMMEDIATELY.
2. SHOULD THE FABRIC OF A SEDIMENT FENCE COLLAPSE,
TEAR, DECOMPOSE, OR BECOME INEFFECTIVE, REPLACE IT
PROMPTLY.
3. REMOVE SEDIMENT DEPOSITS AS NECESSARY TO PROVIDE
ADEQUATE STORAGE VOLUME FOR THE NEXT RAIN AND TO
REDUCE PRESSURE ON THE FENCE. TAKE CARE TO AVOID
UNDERMINING THE FENCE DURING CLEAN OUT.
4. REMOVE ALL FENCING MATERIALS AND UNSTABLE
SEDIMENT DEPOSITS AND BRING THE AREA TO GRADE AND
STABILIZE IT AFTER THE CONTRIBUTING DRAINAGE AREA
HAS BEEN PROPERLY STABILIZED.
MULCH OR COMPOST FOR
UNTRENCHED SOCKS.
UP SLOPE
STAKE (TYP)
WOVEN WIRE FENCE BACKING
TOTAL WIDTH 32' MIN.
SILT FENCE WIITH WIRE BACKING
FABRIC TOTAL WIDTH 36"
BOTTOM OF WOVEN WIRE FENCE
BACKING SHALL BE POSITIONED AT
THE BOTTOM OF THE TRENCH
8' MAX STANDARD FABRIC
WITH WIRE FENCE
6' MAX EXTRA STRENGTH
FABRIC WITHOUT WIRE
FENCE
4'MAX ON PONDING AREAS
Tr
2" MIN.
TTi
.Lh
I I
I I
I I
NO MORE THAN 24"
OF FABRIC
ALLOWED ABOVE
GROUND LEVEL
8" MIN.
STEEL POST (STD. "T" OR "U" SECTION)
POSITION POST/FABRIC
ASSEMBLY AT VERTICAL TO A MAX 5° FROM
THE VERTICAL (ANGLED TOWARD FLOW)
SILT FENCE WITH WIRE BACKING FABRIC
AND WOVEN WIRE FENCE BACKING
EXISTING GROUND
BACKFILL WITH COMPACTED SOIL
OR DOT #5 OR #57 WASHED STONE
(SEE NOTE 7)
ANCHOR SILT FENCE WITH WIRE
BACKING FABRIC 8" DEEP WITH 4"
RUN -OUT LENGTH. COMPACT BACKFILL.
��'!
ik
aAir
�`
_
�V
���-0i yl, '1,1VV.:� i�'I1'4 1.���4 !W 1?, l
it
DOWN SLOPE
STAKE (TYP)
3, OVERLAP (TYP)
TOP VIEW
o-4 FTC 2 1N
12" COMPOST SOCK
(MIN) (TYP)
12" COMPOST SOCK (MIN)
CLEAN WATER DIVERSION MAINTENANCE
2.
3.
2" X 2" STAKE
FRONT VIEW
INSPECT CLEAN WATER DIVERSION AT LEAST WEEKLY AND AFTER EACH
RAINFALL EVENT THAT EXCEEDS 1.0 INCHES WITHIN A 24 HOUR PERIOD.
MAKE ANY NECESSARY REPAIRS IMMEDIATELY.
REMOVE SEDIMENT DEPOSITS WHEN THEY REACH ONE-HALF OF THE HEIGHT
OF THE WATTLE.
1441111111,
SEE INSET A
CLEAN WATER DIVERSION (CWD)
(NOT TO SCALE)
SECTIONAL VIEW
BOTTOM OF
TRENCH
TT
II
I I MIN. 24" POST
4" BELOW GROUND
III
W1
11
11
ll
STEEL POST (TYP.)
I I'
ANCHOR J1
PLATES
2"MIN -f
26" FABRIC
ABOVE GROUND
Li- EXISTING
GROUND
24" MIN.
TIEBACK BETWEEN FENCE
POST AND ANCHOR STAKE
TO BE NO. 8 (0.25") HOLLOW
BRAIDED POLYPROPYLENE
ROPE WITH MINIMUM
TENSILE STRENGTH OF 1,200
POUNDS
ANCHOR STAKE MIN. 18"
LONG TO BE PLACED 12"
INTO GROUND
TYPICAL SILT FENCE (SF)
FLOW
WOOD MULCH OR COMPOST TO 1/2
HEIGHT OF THE LOG
2" X 2" STAKE
(TYP)
INSET A
SECURE TO POST
BY WRAPPING
SILT FENCE WITH
WIRE BACKING
EXISTING GROUND
SILT FENCE TIEBACK
12" COMPOST SOCK (MIN)
AREA TO BE
PROTECTED
//i\//i //. //
WIRE MESH STONE OR COMPOST SOCK
PLASTIC OR WIRE TIES
MACHINE
CLEARING
ONLY AREA
1/4 WIRE MESH
2 FTC 14-51
111E111E111=11 1 -1 11-
I-11-
1 1=1 1 1=1 1 1=1 1 1=1 1 1=1 1 1=1 1 1=1 1 11-111E111E111-111E111E111EI111-111-I I 1-�I11--
1
STEEL POST
u
SILT FENCE OR SILT FENCE WITH WIRE BACKING
SEDIMENT CONTROL STONE
OR COMPOST SOCK
1 FT MIN
1 - 11=11 I 111=111-1
1 III III 1 I III III:,
L
1/4 WIRE MESH-\___,
SEDIMENT CONTROL STONE
OR 12" COMPOST SOCK
f
WATER FLOW 1 FT MIN
i�Illi
;,4.I IrI IPP:p
-aIzIzIIPIaIzI.:
1 FT MIN
:1 1 1=111E111-111E111-111=
-1 11=111E111E111=I I I
:I I I=111=111=111=111
-III-III III-III-�
1/4 WIRE MESH
IF STONE IS USED
111E111E111E111E111E111=111
111=111=111=111=111=111=111E
III= 111E111E111E111E111E111E11
-1 I I -III -III -III -III -III -III -I 11=
2 FT
1=111-1111=1111=111 1111=111 1111=111=111=I I I-111=I I I-111=1111=1111=
=111E111E111E111=III=111=III=111=I I I=111-I I I=1111-111=I I I=I I I=1
1=111E111E111E111E111E111E111E111=111=111=111=111E111=111=111_
FI I I III -III -III -III -III -III -III -III -III -III -III -III -III -III -I
STEEL POST - 2 FT DEPTH
NOTES:
1. USE NO. 5 OR NO. 57 STONE FOR SEDIMENT CONTROL STONE. 12" COMPOST SOCK MAY ALSO BE USED.
2. USE HARDWARE CLOTH 24 GAUGE WIRE MESH WITH 1/4 INCH MESH OPENINGS.
3. STEEL POSTS SHALL HAVE A PROJECTION FOR FASTING WIRE TO THEM. WIRE MESH (AND WOVEN WIRE FENCE BACKING)
TO BE FASTENED SECURELY TO FENCE POSTS WITH WIRE TIES. THE WIRE FASTENERS SHOULD BE EVENLY SPACED WITH
AT LEAST 6 PER POST.
4. SPACE POST A MAXIMUM 3FT.
5. FOR INSTALLATION BETWEEN SECTIONS OF SILT FENCE, EXTEND SEDIMENT CONTROL STONE A MINIMUM OF 12" IN WIDTH
ON EACH SIDE OF SPECIAL SEDIMENT CONTROL FENCE SECTION.
SILT FENCE OUTLET (SFO)
30'-50' DISTURBED AREA FOR ACCESS ROAD
11I1I=iilrI.
COMPACTED
SOIL
INSTALLATION NOTE:
1. USE 6" OF COMPACTED ABC STONE AS SHOWN
ON PLANS. STONE TYPICALLY INSTALLED ON
SLOPES OF 20% OR MORE.
2. TEMPORARY ACCESS ROAD CAN BE
CONSTRUCTED TO SUIT THE NEEDS OF THE
CONTRACTOR AS NECESSARY.
MAINTENANCE NOTE:
1. MONITOR TO SUPPLEMENT STONE OR BLADE TO
MAINTAIN UNIFORM RIDING SURFACE.
2. CONTRACTOR TO MAINTAIN ACCESS ROADS FOR
FULL DURATION OF CONSTRUCTION.
3. CONTRACTOR TO CLEAR TREE CANOPY OVER
ROAD TO ALLOW FOR PASSAGE OF EQUIPMENT
AND TRUCKS
CLEARING AND GRUBBING AREA
20' MIN.
ACCESS ROAD
10' (TYP)
1=1 1 E�El1 E1T. T 1TII I IT11 1I II
EXISTING
GRADE
1/4 INCH PER
FOOT (2%) SIDE
SLOPE (TYPICAL)
MACHINE
CLEARING
ONLY AREA
ife.1I I-_-1I el I-��
FILTRATION GEOTEXTILE TO STABILIZE
FOUNDATION (ESPECIALLY IMPORTANT
WHERE SOFT SOIL IS ANTICIPATED)
PERMANENT
ACCESS ROAD DETAIL
(NEW INSTALLATIONS)
PROFESSIONAL ENG/ARCH STAMP
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 DISCLOSURE ALL PREVIOUS PAPER COPIES OF THIS DRAWING MUST BE DESTROYED IN
ACCORDANCE WITH RECORDS & INFO. MANAGEMENT (RIM) POLICY 1001
REF. DWG(S) PNG-G-142-0001000
NO.
DATE
REVISION(S) DESCRIPTION
BY
CHK
APPD
DESCRIPTION
APPROVALS
0
05/09/2022
ISSUE FOR CONSTRUCTION
JB
TFG
WKG
AREA CODE
1853
ACCOUNT NUMBER
10700
DATE
INITIALS
REGIONAL
ENGINEER
PROJECT NUMBER
0232195
DRAWING BY
JB
DATE
INITIALS
MGR TECH
REC & STD
STATION ID
CHECKER INITIALS
TFG
DATE
05/09/2022
INITIALS
WKG
PRINCIPAL
ENGINEER
DUKE � � Piedmont'` ENERGY. Natural Gas
COPYRIGHT 2018
LINE 142 PIPELINE
E&SC DETAILS
CLAYTON, NORTH CAROLINA
Resource Center GOLDSBORO, NC
SHEET(S)82 OF 119
DWG SCALE NOT TO SCALE
DWG DATE 09/17/2021
SUPERSEDED
DRAWING NUMBER
PNG-C-142-0001083
REVISION
0
DISCIPLINE / RESOURCE CENTER / LINE NUMBER

W:\20-31-3008 Line 142_Flowers Plantation\3_CAD\Production\04_EPSC\PNG-C-142-0001084.dwg 5/11/2022 11:27 AM
FOR SIDE SEAM ABUTMENT,
SEE DETAIL 7/1
SLOPE DETAIL
NO SCALE
END SEAM OF BLANKETS OVERLAP 2--4-.
PLACE STAPLES. ONE ON EACH CORNER
OF BLANKET. 12" O.C. ALONG BLANKET
END THROUGH BOTH BLANKETS UPSLOPE
BLANKET LAPS OVER DO01ISLOPE
BLANKETS IN A SHINGLE AFFECT.
END ROLL OVERLAP
NO SCALE
6ft
•
•
-m- 3"-0" MIN. --I
STAPLE 12' O.C. ALONG
BOTTOM OF BLANKET
AT THE ENO OF SLOPE
EXTEND BLANKET A MINIUM OF 3.-0-
OVER CREST OF SLOPE, SEE DETAIL 4/1.
TRENCHING NEEDED IF A MINIMUM
OF 3'-0" IS NOT AVAII ARI c AT THE
CREST OF SLOPE OR IF OVERLAND
FLOW IS ANTICPATE0 FROM UPLAND
AREAS, SEE DETAILS 5/I & 6/1
•
FOR END ROLL
OVERLAP, SEE
DETAIL 2/1
OPRONAL ODE SEAM OVERLAP,
SEE DETAIL 6/1
BLANKET TO EXTEND A
MINIMUM OF 3'-0"
BEWAIL TOE OF SLOPE.
FOR BOTTOM OF SLOPE
TERMINATION, SEE
DETAIL 3/1
BOTTOM OF SLOPE
TERMINATION
STAPLE le D.C. ALONG
BLANKET AT SLOPE
CHANGE
NO SCALE
Curlex® Staple Pattern Guide
For B ft wide Curlex Erosion Control Blankets
Adjust horizontal staple spacing for 4 ft and 16 ft wide Curlex Erosion Control Blankets
Application
<4H:1V
Slope
<3H:IV
<.5H:IV
Staple Pattern
A
3 ft
4ft
•
6ft
•
A
• = S aple Placement
0 -0
•
0.6 Staples/ydt
4 ft
2ft • 4ft
0
• 3 ftl 0
• 0
•
0
1.9 Stapleslyd:
aft
3ft
Notes:
•
3ft
•
4 ft
•
1.1 Stappllesfyd'
•
•
I. Recommended staples are minimum 4 in
biodegradable E-Staple•, as provided by American
Excelsior Company. or 6 in wire for cohesive soils
and 6 in biodegradable E-staple., as provided by
American Excelsior Company, or 8 in wire for
non -cohesive soils.
2. For best results insert staples so heads are
parallel to the flow of water.
BLANKETS
ABUT TOGETHER
1 ROW OF STAPLES,
12" O.C.
-• •- OF : NON('
l�PO�I�,�O PROTECTO ']�/J'1�l�
+IF111 1..
3' 0" MIN.
OVER SLOPE
CREST METHOD
NO SCALE
0
DO NOT NEED TO TRENCH BLANKET IN IF
IT CAN BE EXTENDED A MINIMUM OF 3'-0"
OVER THE CREST Of THE SLOPE.
SOIL PILE
FROM TRENCH
1 ROW OF STAPLES,
12" O.C.
2 ROWS OF STAPLES.
STAGGERED, 6" C.C.,
EA. DIR.
2 ROWS OF STAPLES,
STAGGERED, e- O.C.,
Ea. DIR,
"
.�•Q`°r �Ia�•,I�jy
SLOPE TRENCHING
METHOD A"
ND SCALE
TRENCH APPROX.
10" WIDE x 8" DEEP
SOIL FILLED
FROM SOIL PILE
0
SOIL PILE
FROkt TRENCH
I 18" I
3- > ,
�� TOP OF BLANKET
* "SLOPE IxA-
PR0162T
2 ROWS OF STAPLES
4" APART, STAGGERED.
6" 0,0,, STAPLES TO BE
PLACED CLOSE TO EDGE
OF BLANKET
SIDE SEAM ABUT
STAPLE DETAIL
1 ROW OF STAPLES,
12" O.C.
2 ROWS Of STAPLES,
STAGGERED, 8' 0.C.,
EA. DIR,
SOIL FILLED 4- " r-*/
FROM SOIL PILE �Iq�
SLOPE TRENCHING
METHOD 13"
NO SCALE
COMMON ROW OF STAPLES, UONG
CORRECT STAPLE PATTERN. SHOULD
BE STAPLED INTO EACH BLANKET.
ONE STAPLE HOLDS BOTH BLANKETS
TO TI-E SOIL.
•
NO SCALE
SIDE SEAM OVERLAP
STAPLE DETAIL
NO SCALE
0 f
STAPLES ARE THROUGH
BOTH BLANKETS.
American
Excelsior
Company
Earth Science Division
0 1
AMERICAN EXCELSIOR COMPANY
ARLINGTON, TEXAS
SHEET DESCRIPTION
CURLEO SLOPE
APPLICATION DETAIL
DATE 03/01/18
DRAWN BY
SCALE
NONE
PROJECT NO.
SHEET NO.
1
CURLEX SLOPE APPLICATION DETAIL (CX)
SILT FENCE OUTLET
WOOD MULCH OR
COMPOST TO 1/2
HEIGHT OF LOG
WOOD OR MULCH COMPOST
TO; HEIGHT OF LOG
NOTES:
1. INSPECT RECP FOR SIGNS OF RILL OR GULLY EROSION BELOW THE MATERIAL.
2. ANY SIGNS OF EROSION, TEARING OF THE MATERIAL, OR AREAS WHERE THE MATERIAL IS NO
LONGER ANCHORED FIRMLY TO THE GROUND SHOULD BE REPAIRED OR REPLACED.
7(4\1°
1. USE SILT FENCE WITH J. HOOKS WHEN THE PIPELINE CONSTRUCTION
TRANSVERSES A SLOPE GREATER THAN 10% AND SILT FENCE ALONG EITHER
SIDE ALONE IS NOT EFFECTIVE.
2. SILT FENCE SHOULD BE INSTALLED AND MAINTAINED PER SILT FENCE DETAIL.
3. INSTALL A SILT FENCE DETAIL OUTLET (PER DETAIL) IN EVERY OTHER J HOOK.
SLOPE
10 TO 20%
>20%
SLOPE LENGTH BETWEEN HOOKS (FT)
100
50
SILT FENCE OUTLET
MAINTENANCE:
SILT FENCE OUTLET
AGE
�o`N%
FLOW
//,\ 12" MIN.
/ / \
/ //\
y
12" MINIMUM
COMPOST SOCK
2" X 2" STAKES
SECTION
4' MAX.
\
` \ \\\
\ \ \ '
\ \\\
UNTRENCHED INSTALLATION
AREA TO BE PROTECTED
////&\ //
MULCH OR COMPOST FOR
UNTRENCHED SOCKS
AREA TO BE PROTECTED
SHEET FLOW
12" MINIMUM
COMPOST SOCK
INSTALLATION:
1. COMPOST SOCKS SHOULD BE LOCATED AS SHOWN ON THE EROSION AND SEDIMENTATION CONTROL PLAN.
2. PRIOR INSTALLATION, CLEAR ALL OBSTRUCTIONS INCLUDING ROCKS, CLODS, AND OTHER DEBRIS GREATER THAN ONE INCH
THAT MAY INTERFERE WITH PROPER FUNCTION OF THE COMPOST SOCK
3. FILL SOCK NETTING UNIFORMLY WITH COMPOST TO THE DESIRED LENGTH SUCH THAT LOGS DO NOT DEFORM.
4. OAK OR OTHER DURABLE HARDWOOD STAKES 2"X2" IN CROSS SECTION SHOULD BE USED. STAJES SHOULD BE PLACED AT A
MAXIMUM INTERVAL OF 4 FEET AND SHOULD BE DRIVEN TO A MINIMUM DEPTH OF 12 INCHES, WITH A MINIMUM OF 3 INCHES
PROTRUDING ABOVE THE COMPOST SOCK.
5. IN THE EVENT STAKING IS NOT POSSIBLE (I.E., WHEN SOCKS ARE USED ON PAVEMENT) HEAVY CONCRETE BLOCKS SHALL BE
USED BEHIND THE SOCK TO HOLD I IN PLACE DURING RUNOFF EVENTS.
6. IF THE COMPOST SOCK IS TO BE LEFT AS PART OF HE NATURAL LANDSCAPE, IT MAY BE SEEDED AT TIME OF INSTALLATION FOR
ESTABLISHMENT OF PERMANENT VEGETATION USING THE SEEDING SPECIFICATIONS IN THE EROSION AND SEDIMENTATION
CONTROL PLAN.
7. COMPOST SOCKS ARE NOT TO BE USED IN PERENNIAL STREAMS.
MAINTENANCE:
INSPECT COMPOST SOCKS WEEKLY AFTER EACH SIGNIFICANT RAINFALL EVENT (1 INCH OR GREATER) REMOVE ACCUMULATED
SEDIMENT AND ANY DEBRIS. THE COMPOST SOCK IF CLOGGED OR TORN. IF PONDING BECOMES EXCESSIVE, THE SOCK MAY NEED TO
BE REPLACED WITH A LARGER DIAMETER OR A DIFFERENT MEASURE. THE SOCK NEEDS TO BE REINSTALLED IF UNDERMINED OR
DISLODGED. THE COMPOST SOCK SHALL BE INSPECTED UNTIL LAND DISTURBANCE IS COMPLETE AND THE AREA ABOVE THE
MEASURE HAS BEEN PERMANENTLY STABILIZED.
WORK AREA
COMPOST SOCK INSTALLATION DETAIL (CS)
1. INSPECT SEDIMENT INSPECT SEDIMENT FENCES AT LEAST ONCE A WEEK AND AFTER EACH
RAINFALL. MAKE ANY REQUIRED REPAIRS IMMEDIATELY
2. SHOULD THE FABRIC OF A SEDIMENT FENCE COLLAPSE, TEAR, DECOMPOSE, OR BECOME
INEFFECTIVE, REPLACE IT PROMPTLY.
3. REMOVE SEDIMENT DEPOSITS AS NECESSARY TO PROVIDE ADEQUATE STORAGE VOLUME FOR THE
NEXT RAIN AND TO REDUCE PRESSURE ON THE FENCE. TAKE CARE TO AVOID UNDERMINING THE
FENCE DURING CLEAN OUT.
4. REMOVE ALL FENCING MATERIALS AND UNSTABLE SEDIMENT DEPOSITS AND BRING THE AREA TO
GRADE AND STABILIZE IT AFTER THE CONTRIBUTING DRAINAGE AREA HAS BEEN PROPERLY
STABILIZED.
J-HOOK DETAIL (SFJ)
(NOT TO SCALE)
BACKFILL MATERIAL
CFI II
I I 11111III111III11111
=111=111=111-''-111=111
111E111EQ,=11L--I I
L==Wei
\ III1II
,�\LIII-III 1=11111=11
/\I11E1 ITI-ITI
\, III-ITII 1E111E11
\\ II I II I II I IZ.'1E 111E11
\\ IIIIIIIIIII Li,
%=1 I I=1 1111E111
\ 1111E111 a 1E1111E11
41=I1I=1 111=ITI
\\� III-1IIL-IIL-I 1E111E11
\
/ 111 I T I// , II I II T II I II 1E111E11
\//\ 11111111E �_ ITIITIITIII
%\� III=ITI=ITI=IIL=1 L=11 L=11
\/4-LUE111=11= -
PLAN VIEW
1•
DISPOSAL/RECYCLING:
COMPOST MEDIA IS COMPOSTED ORGANIC PRODUCT RECYCLED AND MANUFACTURED FROM LOCALLY GENERATED ORGANIC,
NATURAL, AND BIOLOGICALLY BASED MATERIALS. ONCE ALL SOIL HAS BEEN STABILIZED AND CONSTRUCTION ACTIVITY HAS BEN
COMPLETED,THE COMPOST MATERIAL MAY BE DISPERSED WITH A LOADER, RAKE, BULLDOZER OR SIMILAR DEVICE AND MAY BE
INCORPORATED INTO THE SOIL AS AN AMENDMENT OR LEFT ON THE SOIL SERVICE TO AID IN THE PERMANENT SEEDING AND
LANDSCAPING. LEAVING THE COMPOST MEDIA ON SITE REDUCES REMOVAL AND DISPOSAL COSTS COMPARED TO OTHER SEDIMENT
CONTROL DEVICES. THE MESH NETTING MATERIAL WILL BE EXTRACTED FROM MEDIA AND DISPOSED OF PROPERLY. THE
PHOTODEGRADABLE MESH MATERIAL WITH DEGRADE IN 2 TO 5 YEARS IF LEFT ON SITE. BIODEGRADABLE MESH MATERIAL IS
AVAILABLE AND DOES NOT NEED TO BE EXTRACTED AND DISPOSED OF, AS IT WILL COMPLETELY DECOMPOSE IN 6 TO 12 MONTHS.
USING BIODEGRADABLE COMPOST SOCKS COMPLETELY ELIMINATES THE NEED AND COST OF REMOVAL AND DISPOSAL.
PLAN
SLOPE =/>5%
PROFILE VIEW
NOTES:
I. TRENCH PLUGS INSTALLED AT WETLAND/WATERBODY
BOUNDARIES SHALL BE CONSTRUCTED OF BENTONITE.
SANDBAGS EXTEND
6" (MIN.) INTO
TRENCH WALL
SANDBAGS
(SHALL NOT BE FILLED
WITH TOPSOIL)
COMPACTED BACKFILL
COMPACTED BACKFILL
SANDBAGS
(SHALL NOT BE FILLED
WITH TOPSOIL)
TOP SOIL
pia\ia\ia\ia\ia\ia,���. \/\//\j\//\�\
11111I-1I I-1I I-111I -_________--=_=__-=____-=-=' _=-=_ -_ -- 11II11-I I1-I I1-I I1-
___ _ =ITI=ITI=ITI=ITI=ITI __ __== =ITI=ITI=ITI=ITI=-
I-1I L=1I L=1 I L=1 I L=1 ___.__ __________ _=r = - - - - - --- I I LI I LI I LI I I-l'?
,7111=IIL-IIL=1 -_ :__:_ ----- _____' _. I -II I -II I -II I -III::,
SANDBAGS EXTEND - I I _____ ________ == _____: 111E111E111E111=-:
.1=IILIILIIL-III "^M __________ ___________ _ ==sL-111E111E111E.
6" (MIN.) INTO JL11LI11_III_I____ IIL-IIL-IILE11;
TRENCH WALL • r111I11I 11I I I -----------: -------- '= - =`- - === -= - LI I LI I LI I h:
-1I I -III -III -I m ______ _d _s ____- 111E111-11I1
=III -III -III �--- _ -_ _____ =------------ ----� II -III
_'. WI II lEk•
.111EI I I=III _" I I I i i I 1=11=I V•
:i11-III=III=III=III=1I1=1I1=1I1=1I1=1I1=1I1=1I1=1I1=1I1=1I1=1I/
^I 1 1=111E111E111E11 11 11=1 111 11=1 11=1 11=1 11=1 11=1 11="=
77ITI=ITI=ITI=ITI=ITI=ITI=ITI=ITIITIITIITIITI-
1III=I1ITI I LI 11 � 1111, I I I L-IIL-III 111119.1
h-IILIII1. 1�>
FRONT VIEW
TRENCH BREAKER PLUG
NOTES:
1. THE PREFERRED CONSTRUCTION MATERIAL FOR THE TRENCH BREAKERS IS SAND BAGS, WHICH ARE DURABLE YET
FLEXIBLE AND WILL CONFORM TO THE GRADUAL SHIFTING OF THE PIPELINE AND BACKFILL.
2. IN AGRICULTURAL LANDS, TOP OF THE TRENCH BREAKER WILL NOT BE CLOSER THAN TWO FEET FROM THE
RESTORED SURFACE.
3. TRENCH BREAKERS SHOULD BE PLACED ON EITHER SIDE OF STREAM AND WETLAND CROSSINGS.
4. FOR UTILITY LINES CONSTRUCTED WITHIN WETLANDS, AND ANTI -SEEP COLLAR SHALL BE PLACED AT THE
DOWNSTREAM (UTILITY LINE GRADIENT) WETLAND BOUNDARY AND EVERY 150 FEET UP THE GRADIENT UNTIL THE
UTILITY EXITS THE WETLAND. ANTI -SEEP COLLARS MAY BE CONSTRUCTED WITH CLASS B CONCRETE, COMPACTED
CLAY, PVC PIPE, OR METAL COLLARS. WETLAND CROSSINGS THAT ARE DIRECTIONALLY DRILLED, AND
PERPENDICULAR WETLAND CROSSINGS THAT ARE OPEN CUT AND LESS THAN 150 FEET LONG DO NOT REQUIRE
ANTI -SEEP COLLARS. THE COMPACTED CLAY SHALL HAVE SPECIFIC INFILTRATION OF 1X10-5 CM/SEC OR LESS. A
SECTION OR PLAN VIEW DIAGRAM IS ATTACHED FOR THE ANTI SEEP COLLARS.
REQUIRED SPACING (L) AND MATERIALS FOR TRENCH
TRENCH SLOPE (%)
L (FEET)
BREAKER MATERIAL
5 TO 15
300
CLAY, BENTONITE, OR FOAM
> 15 TO 30
200
CLAY, BENTONITE, OR FOAM
> 30
100
CLAY, BENTONITE, OR FOAM
CONCRETE FILLED SACKS ARE NOT TO BE USED
PROFESSIONAL ENG/ARCH STAMP
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 DISCLOSURE ALL PREVIOUS PAPER COPIES OF THIS DRAWING MUST BE DESTROYED IN
ACCORDANCE WITH RECORDS & INFO. MANAGEMENT (RIM) POLICY 1001
REF. DWG(S) PNG-G-142-0001000
NO.
DATE
REVISION(S) DESCRIPTION
BY
CHK
APPD
DESCRIPTION
APPROVALS
0
05/09/2022
ISSUE FOR CONSTRUCTION
JB
TFG
WKG
AREA CODE
1853
ACCOUNT NUMBER
10700
DATE
REGIONAL
ENGINEER
PROJECT NUMBER
0232195
DRAWING BY
JB
DATE
MGR TECH
STATION ID
CHECKER INITIALS
TFG
DATE
05/09/2022
WKG
PRINCIPAL
ENGINEER
DUKE Till Piedmont
ENERGY. tr6,.. Natural Gas
COPYRIGHT 2018
LINE 142 PIPELINE
E&SC DETAILS
CLAYTON, NORTH CAROLINA
Resource Center GOLDSBORO, NC
DWG SCALE NOT TO SCALE
DWG DATE 09/17/2021
SUPERSEDED
DRAWING NUMBER
PNG -C-142-0001084
REVISION
DISCIPLINE / RESOURCE CENTER / LINE NUMBER

W:\20-31-3008 Line 142_Flowers Plantation\3_CAD\Production\04_EPSC\PNG-C-142-0001085.dwg 5/11/2022 11:27 AM
PLACE f
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CHANNEL
SURFACE FLOW
DIVERSION TO TRAP
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EXTRA
WORKSPACE
GENERAL NOTES:
1. NO WASTES, SPOILS, SOLIDS OR FILLS WILL BE
PLACED WITHIN WETLANDS, WATERS OR
RIPARIAN AREAS.
2. WETLAND CROSSINGS SHALL BE RESTORED TO
ORIGINAL CONTOURS ONCE CONSTRUCTION IS
COMPLETED.
3. TO RESTORE THE CORRIDOR IN WETLAND AREAS
THE CONTRACTOR WILL USE A NATIVE SEED MIX,
WHICH WILL BE DISTRIBUTED WITH
PLACEHOLDER SPECIES TO PROVIDE SOIL
STABILIZATION UNTIL THE PERMANENT SEEDING
GERMINATES AND BECOMES ESTABLISHED. THIS
SEED MIX WILL BE COMPRISED OF SPECIES THAT
ARE NATIVE TO THE COUNTY (WITH THE
EXCEPTION OF THE PLACEHOLDER SPECIES.
4. ADDITIONAL MEASURES MAY BE NECESSARY IN
ORDER TO PROTECT AFFECTED CREEKS AND
WETLANDS.
5. EXCAVATION FOR WETLAND CROSSING AND
INSTALLATION OF PIPE SHALL BE CONDUCTED IN
THE SAME DAY TO THE FULLEST EXTENT
PRACTICAL BACKFILLING AND RESTORATION OF
WETLANDS SHOULD OCCUR AS SOON AS
PRACTICAL UPON COMPLETION OF PIPE
INSTALLATION.
6. TREES WILL BE CUT AND STUMPS LEFT IN PLACE.
7. TOPSOIL REMOVED FROM WETLANDS SHOULD
BE KEPT SEPARATELY FROM OTHER TOPSOIL
STOCKPILES AND REPLACED IN THE SAME AREA.
USE WETLAND MIX OR APPROVED EQUAL FOR
FINAL STABILIZATION.
NOTE:
SEDIMENT BARRIERS MAY ALSO BE INSTALLED AT
THE EDGE OF THE CONSTRUCTION R.O.W. AS
NECESSARY TO CONTROL SEDIMENT WITHIN
WORK AREAS
TYPICAL WETLAND CROSSING DETAIL (TWC)
1OPlb" Wit40.41414141410t•‘
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STONE APPROACH
COMPOST SOCK TO ABUT CROSSING.
USE 1 FOOT OVERLAP ON
ADJOINING COMPOST SOCK
EXTEND STONE UPWARD AND
REVEGETATE AS NEEDED TO
PROTECT CUT SLOPES
COMPOST SOCK TO ABUT CROSSING
PERSPECTIVE VIEW
STONE APPROACH
FILTRATION GEOTEXTILE
ROCK OVER EARTH FILL
STONE APPROACH
SURFACE FLOW
7-
DIVERSION
INSTALL TRAP ON EITHER SIDE OF
CREEK. TRAP SIZE WILL VARY
ACCORDING TO LENGTH OF ACCESS
ROAD DRAINING TO THIS POINT EQUAL
TO 50 CU. FT. PER 100FT OF ROAD
.tea s, .�aIL� • • ��� • 1
wI �111 Arn
PIPE SIZE AS SHOWN
ON PLANS
LONGITUDINAL SECTION
FILTRATION GEOTEXTILE
ORIGINAL STREAMBANK
STREAM BED
PERMANENT STREAM CROSSING DETAIL
MAINTENANCE NOTES:
1. REMOVE AND DISPOSE OF SILT
ACCUMULATIONS WHEN THE DEPTH
REACHES ONE-HALF OF THE HEIGHT OF THE
PERIMETER COMPOST SOCK OR ONE-HALF
CAPACITY OF THE TRAPS.
2. REPLACE OR CLEAN THE COMPOST SOCK
AS NEEDED TO ALLOW RUNOFF TO SLOWLY
DEWATER THROUGH THE DEVICE BETWEEN
RAIN EVENTS.
3. MONITOR THE WOODEN STAKES AND
STAPLES TO ENSURE THAT THE COMPOST
SOCK REMAIN SECURELY ANCHORED AFTER
RAIN EVENTS OR HIGH WATER CONDITIONS.
4. MONITOR DAILY TO SUPPLEMENT STONE
APPROACHES TO ENSURE PROPER
FUNCTIONALITY.
5. CLEAN ANY ERODIBLE MATERIAL TRACKED
ONTO THE APPROACHES IMMEDIATELY.
SURFACE FLOW DIVERSION
TO TRAP
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/
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- = Wes.
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SILT FENCE
- - -
t.1y.t.;y.Iyt;t.ny.�y.;y..
r.,,-.,,r.,-..,r.,r.,,-.,,-.+,-.+,r.r,r.,,-1.
-+N1-h#itfi-EN+fit tfit#1-f#thfi-h#itH-ENtEf+N1-E1-EN-ENtfitFit1-Ef+Efltfltff+NtEf+N1-h#itfi-ENtfitFil ff Ffl 1-1;TF1Tf;;-FfT
- - - - - - - - - ' ffiFfi-FH-1424fi44*
t.yt.t.Iy.;t.;yt.yt; t. t.t.ny.Iyt;y..t.yt.�y.�y:;y.;yt.yt;It.Iy.lt.;y.Iyt;1 Ffi-ffi-Ffi H fifff
-1-1-•-..,r.,r.,,-.,,-.+,-..,r.,r.,r.,,-.,r..,r,r+,r.,r.,r.,,-.,,r.,-..,r.,r.,, FH-FH-H-ii- -
hfi-hfi-hhitHtHthft
/
• Sit 4Y4WV
•
♦
*Ife r 4,ArAW --I
CONSTRUCT DEWATERING STRUCTURE TO ACCOMMODATE ANTICIPATED PUMPING RATES.
EXAMPLE PUMPING RATE = 200 G.P.M.
STORAGE VOLUME (C.F.) = 16 X 200 G.P.M. = 3200 C.F.
HEIGHT OF STRAW BALE STRUCTURE = 3 FEET (2 BALES STACKED) (BASED ON HEIGHT OF BALES, NOT SILT FENCE)
INSIDE DIMENSIONS OF STRUCTURE = 33 X 33 FEET SQUARE
NOTES:
1. SILT FENCE ENDS MUST BE WRAPPED TO JOIN TWO SECTIONS.
2. INSTALL SILT FENCE 2 INCHES ABOVE TOP OF STRAW BALES, AND ANCHOR A MINIMUM OF 8 INCHES STRAIGHT DOWN.
3. SILT FENCE POST STAKING MUST BE 4 FEET OR LESS.
4. DEWATERING INTAKE HOSE SUPPORTED AT LEAST 1 FOOT FROM BOTTOM OF TRENCH BEING DEWATERED.
5. EROSION AND SEDIMENTATION CONTROL MEASURES SHALL BE INSPECTED AND MAINTAINED IN ACCORDANCE WITH
THE COMPANY'S UPLAND EROSION CONTROL, REVEGETATION, AND MAINTENANCE PLAN
STRAW BALE DEWATERING STRUCTURE WITH FILTER BAG
%11
DIVERSION SLOPE 1
\ ►
MAX 2%�
..
SLOPE BREAKER
BACKFILLED PIPE TRENCH
ISOMETRIC VIEW
SILT FENCE
OUTLET
WATER BAR SPACING
SLOPE (%)
SPACING (FT)
<5
125
5-10
100
10-20
75
20-33
50
>33
25
WATER BAR NOTES
1. INSTALL WATER BARS ON SLOPES PER NCDEQ'S "RIGHT-OF-WAY DIVERSIONS (WATER BARS)" DETAIL ON
SPACING.
2. CONSTRUCT WATER BARS OF COMPACTED EARTH. WATER BARS MUST BE A MINIMUM OF 18-INCH
MEASURED FROM CHANNEL BOTTOM TO TOP OF BERM.
3. INSTALL SEDIMENT PIT AT EACH OUTLET OF WATER BAR AND INSTALL A MINIMUM 12-INCH EXCELSIOR
COMPOST FILTER SOCK ON UPSTREAM SIDE. USE 2-INCH BY 2-INCH HARD WOODEN STAKES TO ANCHOR
IN PLACE WITH A MINIMUM 2-FT SPACING.
4. SILT FENCE OUTLETS SHALL BE USED TO FILTER AND REDUCE THE VELOCITY OF SEDIMENT LADEN
WATER WHERE OUTLETS DISCHARGE OFFSITE.
5. SILT FENCE "J-HOOKS" SHALL BE USED TO FILTER AND REDUCE THE VELOCITY OF SEDIMENT LADEN
WATER. SILT FENCE "J-HOOKS" SHALL BE SPACED BASED ON CONDITIONS IN THE FIELD.
6. THE USE OF POLYACRYLAMIDES (PAM) IS OPTIONAL
WATER BAR INSPECTION & MAINTENANCE
1. INSPECT WATER BARS AT LEAST WEEKLY AND AFTER EACH RAINFALL EVENT THAT EXCEEDS 1.0
INCHES WITHIN A 24 HOUR PERIOD.
2. MAKE ANY NECESSARY REPAIRS IMMEDIATELY. WATER BARS THAT ARE DAMAGED THROUGHOUT
THE WORK DAY SHOULD BE REPAIRED AT THE END OF EVERY SHIFT OR EARLIER IN THE EVENT OF
A RAIN EVENT APPROACHING.
3. REPLACE COMPOST FILTER SOCK AT SEDIMENT PITS AS NECESSARY AND REAPPLY
POLYACRYLAMIDES (PAM) AFTER EACH RAINFALL EVENT THAT EXCEEDS 0.5 INCHES.
4. KEEP WATER BAR FREE OF DEBRIS AND OBSTRUCTIONS. THE CONTRACTOR MAY NEED TO
REDRESS OR RESHAPE WATER BARS PERIODICALLY THROUGHOUT THE PROJECT.
5. SEED AND MULCH PERMANENT WATER BARS FOLLOWING CONSTRUCTION.
6. REMOVE ACCUMULATED SEDIMENT FROM OUTLETS AND SEDIMENT PITS AS NECESSARY.
TYPICAL WATER BAR / SLOPE BREAKER (SB)
/
7
z
/
PROFESSIONAL ENG/ARCH STAMP
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 DISCLOSURE ALL PREVIOUS PAPER COPIES OF THIS DRAWING MUST BE DESTROYED IN
ACCORDANCE WITH RECORDS & INFO. MANAGEMENT (RIM) POLICY 1001
REF. DWG(S) PNG-G-142-0001000
NO.
DATE
REVISION(S) DESCRIPTION
BY
CHK
APPD
DESCRIPTION
APPROVALS
0
05/09/2022
ISSUE FOR CONSTRUCTION
JB
TFG
WKG
AREA CODE
1853
ACCOUNT NUMBER
10700
DATE
INITIALS
REGIONAL
ENGINEER
PROJECT NUMBER
0232195
DRAWING BY
JB
DATE
INITIALS
MGR TECH
REC & STD
STATION ID
CHECKER INITIALS
TFG
DATE
05/09/2022
INITIALS
WKG
PRINCIPAL
ENGINEER
DUKE III Piedmont
ENERGY. Natural Gas
COPYRIGHT 2018
LINE 142 PIPELINE
E&SC DETAILS
CLAYTON, NORTH CAROLINA
Resource Center GOLDSBORO, NC
SHEET(S)84 OF 119
DWG SCALE NOT TO SCALE
DWG DATE 09/17/2021
SUPERSEDED
DRAWING NUMBER
PNG-C-142-0001085
REVISION
0
DISCIPLINE / RESOURCE CENTER / LINE NUMBER

W:120-31-3008 Line 142_Flowers Plantation I3_CADIProduction104_EPSCIPNG-C-142-0001091.dwg 5/11/2022 11:27 AM
COMPOST FILTER SOCK
MATTING
SHLD.
EDGE OF PAVEMENT
SEE INSET A
BACK
SLOPE
ISOMETRIC VIEW
2' (MAX.)
•
MATTING
MATTING
PROPOSED 12" PIPELINE
SHEET PILING
2' UPSLOPE
STAKE
2' DOWNSLOPE
STAKE
CROSS SECTION
VEE DITCH
2' UPSLOPE
STAK
CROSS SECTION
TRAPEZOIDAL DITCH
WETLAND
3'
MINIMUM
0
2' DOWNSLOPE
STAKE
NATURAL GROUND
•
NATURAL GROUND
NOTES:
1. USE MINIMUM 12" DIAMETER COMPOST FILTER SOCK.
2. USE 2' WOODEN STAKES WITH A 2" X 2" NOMINAL CROSS SECTION.
3. ONLY INSTALL SOCK(S) TO A HEIGHT IN DITCH SO FLOW WILL NOT
WASH AROUND COMPOST SOCK AND SCOUR DITCH SLOPES AND AS
DIRECTED.
4. INSTALL A MINIMUM OF 2 UPSLOPE STAKES AND 4 DOWNSLOPE STAKES
AT AN ANGLE TO WEDGE COMPOST SOCK TO BOTTOM OF DITCH.
5. INSTALL MATTING IN ACCORDANCE WITH THE NCDOT STANDARD
SPECIFICATIONS.
6. MAINTENANCE SHALL CONSIST OF REMOVAL OF LARGE
MATERIALS/OBJECTS THAT MAY IMPEDE FLOW AND/OR DAMAGE THE
FILTER SOCK.
7. DAMAGED FILTER SOCKS SHALL BE REPLACED IF PUNCTURED, RIPPED,
OR NOT FUNCTIONING AS REQUIRED.
INSET A
/
/ 12" MIN. / /
/UPSLOPE / / / /
// STAKE / / / //
/
/
/
\
2' MIN. 6' MIN.
A
TOP VIEW
COMPOST FILTER SOCK CHECK DAM
(NOT TO SCALE)
TOP APPROX. 12"
ABOVE EX GRADE (TYP)
UNDISTURBED
SOIL
SHEET PILING
NOTES:
1. REFER TO ALIGNMENT SHEETS FOR LOCATION OF BUOYANCY CONTROL MEASURES.
2. REMOVE SHEET PILING ONCE BACKFILL OF PIPE TRENCH IS COMPLETE.
WETLAND CROSSING SHEET PILE INSTALLATION
(NOT TO SCALE)
INSTALL SHEET PILES
1 FT BEYOND TOP OF
BANK ON EACH SIDE
OF CROSSING
TOP OF BANK
SHEET PILE SECTIONS,
VARIABLE HEIGHT,
INSTALLED
PERPENDICULAR TO
STREAM CHANNEL.
SHEET PILING
MEMBERS
I
CREEK
BOTTOM
I
IIIF," '
�,EHEirliElir11
11, -
711E
1F
•IE,IEIIEIIF
:u=11F
I I
TILE EIIF"
7
rrwrvaw
12" PIPELINE MIN COVER
6
SECTION VIEW
NOTES:
1. INSTALL SHEET PILING MIN. OF 3' APART CENTERED ON PIPELINE CROSSING.
2. REMOVE SHEET PILING ONCE BACKFILL OF PIPE TRENCH IS COMPLETE.
3, PUMPS SHALL BE OPERATING ONCE THE SHEET PILES ARE INSTALLED AND
SHALL REMAIN IN OPERATION UNTIL THE SHEET PILES ARE REMOVED. SPARE
PUMPS SHALL BE INSTALLED AND PLUMBED, READY FOR USE IN THE EVENT
OF A PRIMARY PUMP FAILURE OR MECHANICAL ISSUE.
SHEET PILES
EXTEND SHEET PILES
12-INCHES ABOVE THE
TOP OF BANK GRADE
STREAM
36" MINIMUM
INSTALL SIDE BOARDS ACROSS —
ENTIRE LENGTH OF BRIDGE
(BOTH SIDES)
•
A44.4
444.40
i0+1434" #4 Ofr
''�OIWOIWI44+9
ADDITIONAL NOTES:
1. SPAN BRIDGE SHALL BE
CONSTRUCTED OF TWO LAYERS OF
DECKING WITH GEOTECH FABRIC
PLACED BETWEEN EACH LAYER.
2. REMOVE AND DISPOSE OF SILT
ACCUMULATIONS WHEN THE DEPTH
REACHES 1/2 OF THE HEIGHT OF
THE PERIMETER COMPOST SOCK OR
1/2 CAPACITY OF THE TRAPS.
3. CLEAN ANY ERODIBLE MATERIAL
TRACKED ONTO THE APPROACHES
OR SPAN IMMEDIATELY.
4. TWO LAYERS OF MATS (SPAN &
DECK) WITH GEOTECH FABRIC
BETWEEN EACH LAYER.
3'
MINIMUM
PIPE
CENTERLINE
STREAM CROSSING SHEET PILE INSTALLATION
(NOT TO SCALE)
1
1
1
1
TOP VIEW
1
sfr
SHEET PILES
014
v
i
sfr
WOODEN POSTS FOR SECURING
FILTER SOCKS (TYP)
STEEL POSTS FOR SILT FENCE
INSTALLATION (TYP)
sfr
w
v
TRENCH SPOIL
•
•
sfr
.1/ .1/ .1/
k
sfr sfr ', ',
sfr
sfr
REINFORCED SILT FENCE (TYP)
OVERLAP FILTER SOCKS 18" IN
FRONT OF SILT FENCE (TYP)
2 - 12" STACKED FILTER SOCKS
(FILTREXX ® OR APPROVED
EQUIVALENT)
TEMPORARY BRIDGE APPROACH
BOTTOM ROW FILTER SOCK TO BE
INSTALLED BENEATH BRIDGE
APPROACH AND SECURED IN PLACE
TYPICAL TEMPORARY BRIDGE CROSSING DETAIL
(NOT TO SCALE)
UPSTREAM
DAM
•
PIPELINE
NO CLEARING UNTIL •
;,CROSS THE WORKING
OF THE ROW AT
#HE END OF EACH DAY 1
25' NECKDOWNI
(BEGINNING 20'I.
(FROM THEI
IOHWMf::
50' ATWS
SETBACK FROM
ORDINARY HIGH
WATER MARK
NOTES
1. NO CLEARING UNTIL TIME OF CROSSING. ONLY WOODY VEGETATION MAY
BE FLUSH CUT DURING INITIAL CLEARING.
2. 50' ATWS SETBACK FROM ORDINARY HIGH WATER MARK (OHWM) EXCEPT IN
UPLAND AREAS OF CULTIVATED OR ROTATED CROPLAND OR OTHER
DISTURBED LAND.
3. INDIVIDUAL COMPONENTS OF THE CROSSING SHALL BE MAINTAINED AS
NECESSARY TO PREVENT EROSION AND CONTROL SEDIMENT MOVEMENT.
SEDIMENT CONTROL
DEVICES
SECONDARY
CONTAINMENT
(DEVICES(
ADDITIONAL TEMPORARY
WORKSPACE (ATWS)
WATERBODY CROSSING DAM AND PUMP METHOD
(NOT TO SCALE)
```‘,,, 111 II,,,,,,///
° °°�Es /o °
_• ti1 °°Y
Q
E-)409/ 2 2:
( ° G I NEB • °'>` /
'''1,MkEITH
PROFESSIONAL ENG/ARCH STAMP
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 DISCLOSURE ALL PREVIOUS PAPER COPIES OF THIS DRAWING MUST BE DESTROYED IN ACCORDANCE WITH RECORDS & INFO. MANAGEMENT (RIM) POLICY 1001
REF. DWG(S) PNG-G-142-0001000
NO.
DATE
REVISION(S) DESCRIPTION
BY
CHK
APPD
DESCRIPTION
APPROVALS
0
05/09/2022
ISSUE FOR CONSTRUCTION
JB
TFG
WKG
AREA CODE
1853
ACCOUNT NUMBER
10700
DATE
INITIALS
REGIONAL
ENGINEER
PROJECT NUMBER
0232195
DRAWING BY
JB
DATE
INITIALS
MGR TECH
REC & STD
STATION ID
CHECKER INITIALS
TFG
DATE
05/09/2022
INITIALS
WKG
PRINCIPAL
ENGINEER
u DUKE Piedmont
IC ENERGY 4. Natural Gas
COPYRIGHT 2018
LINE 142 PIPELINE
E&SC DETAILS
CLAYTON, NORTH CAROLINA
Resource Center GOLDSBORO, NC
SHEET 85 OF 119
DWG SCALE NOT TO SCALE
DWG DATE 09/17/2021
SUPERSEDED
DRAWING NUMBER
PNG-C-142-0001091
REVISION
0
DISCIPLINE / RESOURCE CENTER / LINE NUMBER

.1-1
VP
I
(ON
LEGEND: STREAM BUFFERS
r
- --
2,374 SF
ZONE 1: PERM. IMPACT
e
•
O
1,970 SF
ZONE 2: PERM. IMPACT
„ ;
��
�--:
0, 99
2,626 SF
ZONE 1: TEMP. IMPACT
''
balb--/
•
2,098 SF
``'
ZONE 2: TEMP. IMPACT
•i(
STRBFRS1
NeCP
P.
2
(S1)ANGLE1053839
±EGEND
ZOE. IMPACT,�I.
2480
ZONE 2: PERM. IMPACT
0 �•�
r ::://
;� ~`
0
STREAM (S1) (INTERMITTENT)
u
/
2,530 SF
ZONE 1: TEMP. IMPACT
,- �^
tT
[U8343.19 ..
0.04
OPEN CUT FOR GAS LINE,
TEMPORARY STREAM CROSSING/MAT
r
i.
1,833 SF
ZONE 2: TEMP. IMPACT
,--'
p,�
f'
��4
PLACEMENT,
POTENTIAL BLASTING,
,'° 8 , e
0 ✓,+5
STREAM (S2) (INTERMITTENT)
STREAM 3 (S3) ANGLE: 53°
^
DEWATERING STRUCTURE
o e •
/ ; �` ,
.� car
OPEN CUT FOR GAS LINE,
O 4, :'
I�'
��/ `-
•'•
�•� ,00
�. -
•DEWATERING
PLACEMENT, POTENTIAL BLASTING,
STRUCTURE
r�
1s' /
-��� ►�
7H.ard"
ii 1 , ,
t .1., •
-�
. .•�++It
0 ti
�t
••.`•�`••++
•
, �
+ • - - - -
__
SO 4
.
+
STREAM ( TERMITTENT)
RE S3) (IN
OPEN CUT FOR GAS LINE,
_
.. _
0 I
TEMPORARY STREAM
..
'. /
WETLAND (W3)
OPEN CUT FOR GAS LINE,
�,
f
r
oo .
�6, ;
CROSSING/MAT PLACEMENT,
POTENTIAL BLASTING,
DEWATERING STRUCTURE
SHEET PILE,
;,
/POTENTIAL
~
DEWATERING STRUCTURE
11111
'
LEGEND: STREAM BUFFERS
•
ZONE 1: PERM. IMPACT
• �'
.,
3,017 SF
,%
•
oi. E
2,013 SF
ZONE 2: PERM. IMPACT
1,811 SF
ZONE 1: TEMP. IMPACT
j
..
t:
•
i) .,
1,206 SF
ZONE 2: TEMP. IMPACT
/ /
- 4-
/
1
•
f
STREAM 2 (S2) ANGLE: 85°
/
1
S1: SUBJECT
STREAM S1 AND WETLAND W3 CROSSING WITH BUFFER.
ALLOWABLE WITH MITIGATION.
S2: SUBJECT
STREAM S2 CROSSING WITH BUFFER.
ALLOWABLE WITH MITIGATION.
S3: SUBJECT
STREAM S3 CROSSING WITH BUFFER.
ALLOWABLE WITH MITIGATION (DUE TO NON -PERPENDICULAR CROSSING)
-co
% „ -
,
-
_./
/ .- /r '
//
LEGEND: STREAM BUFFERS
0 SF
ZONE 1: PERM. IMPACT
10 i
LEGEND: STREAM BUFFERS
po
Xc''rr
%" `
3„272 SF
ZONE 1: PERM. IMPACT
0
0 SF
ZONE 2: PERM. IMPACT
2,695 SF
ZONE 2: PERM. IMPACT
17-
�:
1,856 SF
ZONE 1: TEMP. IMPACT
/
2,407 SF
ZONE 1: TEMP. IMPACT
1,453 SF
ZONE 2: TEMP. IMPACT
�t
/
z !
1,437 SF
ZONE 2: TEMP. IMPACT
STREAM 6 (S6) ANGLE: 76°
leSTREAM
5 (S5) ANGLE: 105°
��
Q o 0 0
0 0 o a
Q
co
e•
STREAM (S4) (INTERMITTENT)
.,.._ 4��
•�•
OPEN CUT FOR GAS LINE,
(
4 5O ,
TEMPORARY STREAM
, +
0 CO
Op
CROSSING/MAT PLACEMENT,
\
POTENTIAL BLASTING,
�� � ,�
DEWATERING STRUCTURE
Op ,• `
�,
�
.�
�
'
STREAM (S5) (INTERMITTENT)
L " •
,/
,
%�
/� ��
OPEN CUT FOR GAS LINE,7
TEMPORARY STREAM
V
00
' �� •� •. --
r
'
CROSSING/MAT PLACEMENT
POTENTIAL BLASTING,
DEWATERING STRUCTURE
OOX
STREAM
0o L T 0 .
r
i � �
��
(S6) (INTERMITTENT)
LEGEND:
STREAM BUFFERS
+
�•'
e,;•6
3,586 SF
ZONE 1: PERM. IMPACT
3,722 SF
ZONE 2: PERM. IMPACT
= ��
:• r
,
Alle
o
832 SF
ZONE 1: TEMP. IMPACT
''''\
4--2,665
SF
ZONE 2: TEMP. IMPACT
000
C142-WAKE-030_)
,�
STREAM 4 (S4) ANGLE: 105°
■
/ / // .41
AI Vd)
S4: SUBJECT
STREAM S4 CROSSING WITH BUFFER.
ALLOWABLE WITH MITIGATION.
S5: SUBJECT
STREAM S5 CROSSING WITH BUFFER.
ALLOWABLE WITH MITIGATION.
S6: SUBJECT
STREAM S6 CROSSING WITH BUFFER.
EXEMPT - LESS THAN 40' OF RIPARIAN BUFFER WITH MAINTENANCE CORRIDOR LESS THAN 10' IN WIDTH.
.`\\��,1 cA ' ,'',
,,\` ,0N ° ... Roy '%,
o�.°°�Ess /o °. /2 :;
2•°Q�o by ••°
J e %
— ,°05 09/ 2 2°�;
( -. tic 1 NE ° N
' /1 �`
��I''""ii""'''
PROFESSIONALENG/ARCHSTAMP
*PROPRIETARY & CONFIDENTIAL *ALL RIGHTS RESERVED *DO NOT SCALE THIS
DUKE ENERGY & PIEDMONT NATURAL GAS DRAWINGS ARE CONFIDENTIAL *DRAWING IS CURRENT ONLY THROUGH THE LATEST REVISED DATE *TO ENSURE THERE IS NO
WITH RECORDS & INFO MANAGEMENT (RIM)
DRAWING *USE DIMENSIONS ONLY
RISK OF INAPPROPRIATE DISCLOSURE, ALL PREVIOUS PAPER COPIES OF THIS DRAWING MUST BE DESTROYED IN ACCORDANCE
REF. DWG(S)
() PNG-G-142-0001000
NO.
DATE
REVISION(S) DESCRIPTION
BY
CHK
APPD
DESCRIPTION
APPROVALS
SHEET(S) 112 OF 119
DWG SCALE NOT TO SCALE
0
05/09/2022
ISSUE FOR CONSTRUCTION
JB
TFG
WKG
AREA CODE
1853
DATE
INITIALS
REGIONAL
LINE
142
PIPELINE
ACCOUNT NUMBER
10700
ENGINEER
DWG DATE 09117/2021
SUPERSEDED
PROJECT NUMBER
0232195
DATE
INITIALS
MGR TECH
DUKE rimI
ENERGY.
Natural Piedmont
Natural GAS
STREAM
BUFFER
DETAILS
DRAWING NUMBER
REVISION
DRAWING BY
JB
REC & STD
CLAYTON,
NORTH
CAROLI
NA
PNG
0
STATION ID
DATE
INITIALS
PRINCIPAL
-C-142-0001108
CHECKER INITIALS
FG
05/09/2022
WKG
ENGINEER
COPYRIGHT 2018
Resource Center GOLDSBORO, NC
DISCIPLINE / RESOURCE CENTER / LINE NUMBER

0
N
N
O
N
0
O
O
N
Z
0
0
00
0
0
U
ml
0
0
0
co
O
O
9
0
_ .. --- —. .....,N,,,,, --I, :,f,,,,,,,,,,,,21 .,,,,,,,,, : vl. \
STREAM (S8) (PERENNIAL)
_ — —_
— — I
\
\
Y
HDD BORE,TEMPORARY STREAM
CROSSING.
\
I ���
__r�
\ •�
/
—
STREAM (S9) (INTERMITTENT)
• \ ..„
— —
O
/ I /
I� 1
o
O // —
\
,
`''
HDD BORE, TEMPORARY STREAM
r I
I I
+o
u�
STREAM (S7)
i J \
\
[�
-
CROSSING.
•
/
o
�-'� o
(INTERMITTENT)
�
o �`� — — — — — \
� _9, � � ^ ` -� A
-
1
o / rr I \ 1 � �
to
O
n.
'�,
HDD BORE, TEMPORARY
STREAM CROSSING.
,--�,
`oo' oo ` op �/
>
007
CD
Opp o� � •
/ j � I •I \ X. \
\
p �---
co
�/'
o
LOD 7 am00
L00 1 �� O et- O
LOD i 1 O
, o� COD `°p7 ^
�• ` `D `COO `` `°O, ` - •Q /
\ p COp 00, `.`. o
O
Cop ,` °O) \ I \ �\
` C°D°°7 \ �I •/ Ns
\ \
. \4
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/ `Op� to
` ....4
"��
°pj ° �i\ 1-
o
o
L� 007
LEGEND: STREAM BUFFERS
,., p
L �1
1,273 SF
ZONE 1: PERM. IMPACT
• ,_°p� Op? N
--
\ I
��
�. / \
��
I,
LOD I
too p0 \ ^�
1 i ` X
LOD a
848 SF
ZONE 2: PERM. IMPACT
/ , \ Op ' \Go,
I1 °p' moo
11LOD
LOD
0 SF
ZONE 1: TEMP. IMPACT
\ o° °o
- °° oo, ^
0 SF
;
ZONE 2: TEMP. IMPACT
1 �_- °p Go,
1
STREAM 8 (S8) ANGLES: 105°
�I
I `°� <° D�
I i i x OO
COD
/.. //
/ l
I `
/!r//•` `lo°`
/ •
i I / \
----
/i
LEGEND: STREAM BUFFERS
I / '
LEGEND: STREAM BUFFERS
/
1,272 SF
ZONE 1: PERM. IMPACT
/ ��-;
1,207 SF
ZONE 1: PERM. IMPACT
\ I` \
ZONE 2: PERM. IMPACT
\
\ `�
847 SF
ZONE 2: PERM. IMPACT
804 SF
i \•
0 SF
ZONE 1: TEMP. IMPACT
0 SF
ZONE 1: TEMP. IMPACT
\
•
0 SF
ZONE 2: TEMP. IMPACT
\----....------
0 SF
ZONE 2: TEMP. IMPACT
STREAM 7 (S7) ANGLE: 75°•
\
STREAM 9 (S9) ANGLES: 82°
! I
1
S7: SUBJECT
STREAM S7 CROSSING WITH BUFFER.
ALLOWABLE - LESS THAN 40' OF RIPARIAN BUFFER
WITH A MAINTENANCE CORRIDOR GREATER THAN 10' IN WIDTH.
S8: SUBJECT
STREAM S8 CROSSING WITH BUFFER.
ALLOWABLE - LESS THAN 40' OF RIPARIAN BUFFER
WITH A MAINTENANCE CORRIDOR GREATER THAN 10' IN WIDTH.
S9: SUBJECT
STREAM S9 CROSSING WITH BUFFER.
ALLOWABLE - LESS THAN 40' OF RIPARIAN BUFFER
WITH A MAINTENANCE CORRIDOR GREATER THAN 10' IN WIDTH.
\ \ N _. .
>\--
o°^ ,
\ / / 7
/ /` �` / o°
O°,\ W W
W
N \ \
// W W W LLB-
......
....... ___ ______--:,..--
7 / / ` / W W . . .,/
\ \ / W W W /
\ \ / O° W W �W �
/ /
OO
XOO %
/��\
OO �V 7 \ ,
0
/
. 4
O ° °° , /,
OXO o
`/- V
.,(� yL
O lS/
xc, 64
c_, 7
` 1 (0,,,;.,
I I O
/
STREAM S10
HDD BORE,
/ i \ I� 1 LL. W LL. W LL. ,O� W
\ ` \ �° W W °°/ W \
oo �,�
/
\ \ °77
` ; o Q /
/5�
/
TEMPORARY STREAM
1 Ook/ \ °� / W W / ��
W°`� W
1 I `oc�•
Xi9 �'
O
`,
STREAM S12
_\
o
�\ OX 7‘c'
�� \ V V
`�
/
CROSSING
Ii
TEMPORARY STREAM
°°
I
/ ` W W W
'
V
CROSSING
\
;e7
/1
/ / OP- W \W °� W \
\
\
7 7
•
•
\
\ \
.• .• \ •
•
/ 0 .-..,._.
‘.0(...‘
________j
-
C., \ V '-'
.
• • \ . .• \
4. \ 4. \ \ \
W W SOW W \
•
' ')Fit 'I \
\ ,
Q°� / Wow / \ \
oW
�a " 1 i / \/
0, t lip''',
/ C70x Vd)
/
\ K---.-----
00x
•
' \
• • . • * \ ''' N
o(4 //.•,`,••• / \ `l \
7,007
W W :o;:
i'/
i I
k I
k0 •�
O
/
/
OOX /•/
O•roa •• • •
5�
\
i �oo� • / oo '
I
LEGEND: STREAM BUFFERS
`,
STREAM (S11)
LEGEND: STREAM BUFFERS
oc, -,�•�-
•
ler7
W W W W C4
\
•••
iW� W W Voo�
\
1439 SF
ZONE 1: PERM. IMPACT
�,
(INTERMITTENT)
1,331 SF
ZONE 1: PERM. IMPACT
•Q�
LEGEND: STREAM BUFFERS
i W W / I1
'�
•$3,692
i-
/
HDD BORE,
•`•°�.�•�•
\;V'/
ZONE 1: PERM. IMPACT
W W W I \
803 SF
ZONE 2: PERM. IMPACT
\
TEMPORARYSTREAM
901 SF•
ZONE 2: PERM. IMPACT
' 9
SF
:1-
\
+ •
�\`\
CROSSING.
%,�
ZONE 2: PERM. IMPACT°°
1
END HDD BORE 208+86
2,649 SF
W I
0 SF
ZONE 1: TEMP. IMPACT
0 SF
ZONE 1: TEMP. IMPACT
• •
•.�04�
/ \
/
•• ,
.•`�
W W 1
>,/
ZONE 1: TEMP. IMPACT
/ \ \
0 SF
ZONE 2: TEMP. IMPACT
0 SF
ZONE 2: TEMP. IMPACT
.
2,952 SF
N
\
STREAM S10 (S10) ANGLE: 94°
�'�r
STREAM 11 (SiS11) ANGLE: 64°
• 7
... .
1,566 SF
ZONE 2: TEMP. IMPACT
`
\ .
N
1036 46
,'
STREAM S12 (S12) ANGLE: 36°
S10: SUBJECT
STREAM S10 CROSSING WITH BUFFER.
ALLOWABLE WITH MITIGATION (DUE TO NON -PERPENDICULAR CROSSING)
S11: SUBJECT
STREAM S11 CROSSING WITH BUFFER.
ALLOWABLE WITH MITIGATION (DUE TO NON -PERPENDICULAR CROSSING)
S12: SUBJECT
STREAM S12 CROSSING WITH
ALLOWABLE WITH MITIGATION
BUFFER.
(DUE TO NON -PERPENDICULAR CROSSING)
`` ,0 cARi,,,,,,,,
,`\`Q'N•Ess /.�< '-�
o °• of o °° "4, ='
- ••°Q. •• 7 '=
1 • g -
' �•O5 09/ Z �°�;ENGINEER
��, .'VGIN•°,N`;
��,/�kEITH�,.��
PROFESSIONALENG/ARCHSTAMP
*PROPRIETARY & CONFIDENTIAL *ALL RIGHTS RESERVED *DO NOT SCALE
DUKE ENERGY & PIEDMONT NATURAL GAS DRAWINGS ARE CONFIDENTIAL *DRAWING IS CURRENT ONLY THROUGH THE LATEST REVISED DATE *TO ENSURE THERE IS
WITH RECORDS & INFO MANAGEMENT (RIM)
THIS DRAWING *USE DIMENSIONS ONLY
NO RISK OF INAPPROPRIATE DISCLOSURE, ALL PREVIOUS PAPER COPIES OF THIS
DRAWING MUST BE DESTROYED IN ACCORDANCE
REF. DWG(S) PNG-G-142-0001000
NO.
DATE
REVISION(S) DESCRIPTION
BY
CHK
APPD
DESCRIPTION
APPROVALS
SHEET(S) 113 OF 119
DWG SCALE NOT TO SCALE
0
05/09/2022
ISSUE FOR CONSTRUCTION
JB
TFG
WKG
AREA CODE
1853
DATE
INITIALS
REGIONALR
LINE
142
PIPELINE
ACCOUNT NUMBER
10700
DWG DATE 09/17/2021
SUPERSEDED
PROJECT NUMBER
0232195
DATE
NITIALSMGR
TECH
4/11N DUKE
Piedmont
Natural Gas�,,11,,,,`DRAWING
STREAM
BUFFER
DETAILS•9
DRAWING NUMBER
REVISION
BY
JB
REC&STD
ENERGY-,:CLAYTON
NORTH
CAROLINA
PNG
0
STATION ID
DATE
INITIALS
PRINCIPAL
-C-142-0001109
CHECKER INITIALS
FG
05/09/2022
WKG
ENGINEER
COPYRIGHT 2018
Resource Center GOLDSBORO, NC
DISCIPLINE / RESOURCE CENTER / LINE NUMBER

2
N
N
0
0
0
O
0
0
Z
d
0
-o
0
O
0
ml
0
0
O
N
co
0
0
0
�I
0
CV
-,
tip
o
n
CV
0
CO
N
qb
►:•
r $ N
:. 0
STREAM (S15) (INTERMITTENT)
OPEN CUT FOR GAS LINE,
TEMPORARY STREAM CROSSING/MAT•��.
400PP
40PPP
;'
'.
STREAM (S13)'
(INTERMITTENT)
(
°
M
a. `�
PLACEMENT, POTENTIAL BLASTING,
DEWATERING STRUCTURE
f `
�� •'
••.�II . ��
PERMANENT
STREAM CROSSING
ON
do;oo' �•,
-. '
a.M
`►•
o
0
i.
"�
, '
gl
.
•
f •
/
,'
/'w
,i
a: , J
Pr N
�)
00
`�
'
S
���� •�
•' : �•
4,/,
STREAMCUT S16FOR INTGAS ERMITTEN
OPEN LINE
TEMPORARY STREAM
CROSSING/MAT PLACEMENT,
,
'
► ►
LEGEND: STREAM BUFFERS
001 4
POTENTIAL BLASTING,
3,313 SF
/
DEWATERING STRUCTURE
o
::::::::
IL
r
/ ,•4011P'
411
elt • i'V
A .1,
STREAM (S14)
Lip2,100
" 1
SF
ZONE 1: TEMP. IMPACT
'253
r 011k
�'
► .
(INTERMITTENT)
$
•� /�
PERMANENT
1,385 SF
ZONE 2: TEMP. IMPACT
. -,_^-
� o
�`
STREAM CROSSING
�,
STREAM 16 (S16) ANGLE: 85°
�
_
to
�O N
.
4"
R1
t
LEGEND: STREAM BUFFERS
f
LEGEND: STREAM BUFFERS
►'
0 SF
ZONE 1: PERM. IMPACT
3,318 SF
ZONE 1: PERM. IMPACT
7
0 SF
ZONE 2: PERM. IMPACT
.`
ZONE 2: PERM. IMPACT
c\f
2,212 SF
:`
5,432 SF
ZONE 1: TEMP. IMPACT
2,321 SF
ZONE 1: TEMP. IMPACT
1,309 SF
ZONE 2: TEMP. IMPACT
r : 1 0
`
704 SF
ZONE 2: TEMP. IMPACT
�,�
• R
STREAM 13/14 (S13/14) ANGLE: XX°
STREAM 15 (S15) ANGLE: 63°/
x_
c-,
Li'1
S13/14: SUBJECT
STREAM 13/14 CROSSING WITH BUFFER.
ALLOWABLE WITH MITIGATION (DUE TO NON -PERPENDICULAR CROSSING)
S15: SUBJECT
STREAM 15 CROSSING WITH BUFFER.
ALLOWABLE WITH MITIGATION (DUE TO NON -PERPENDICULAR CROSSING)
S16: SUBJECT
STREAM S16 CROSSING WITH BUFFER.
ALLOWABLE WITH MITIGATION.
4
0,
Ocs' ;'•
/
STREAM (S20) (INTERMITTENT)
OPEN CUT FOR GAS LINE,
TEMPORARY STREAM CROSSING/MAT
PLACEMENT, POTENTIAL BLASTING,
4;4
0
�x,6
STREAM (S17) (INTERMITTENT)
e�'� V
DEWATERING STRUCTURE
OPEN CUT FOR GAS LINE,
�� ' 00 �^
"s>
p� - ;
" ,‘
•.
,•
.4 /
t*
STREAM (S18)
(INTERMITTENT)
% • \ /
o 1
00%
`o
o _ . o
o Aft
CP
HDD BORE,
TEMPORARY STREAM
CROSSING.
0
j •
��
V •A
o
co i. 't 40
•
N r_. •
Ln
N
` 00
0
p �1
0
V�L
Cb7
/.___,--
W
/
,
...
� _ A/1K
-41111r4er
••••••,...a
�*p
1,„ ''
4.
1 /
0
p
STREAM (S19) (INTERMITTENT)
OPEN CUT FOR GAS LINE,
TEMPORARY STREAM CROSSING/MAT
PLACEMENT, POTENTIAL BLASTING,
DEWATERING STRUCTURE
v
`•r
ir 4. ; iiippP'
i
,
Ox� �+
O\
LEGEND: STREAM BUFFERS
`h /
2,405 SF
ZONE 1: PERM. IMPACT
LEGEND: STREAM BUFFERS
.1
LEGEND: STREAM BUFFERS5,145
3,456 SF
ZONE 1: PERM. IMPACT
1,301 SF
ZONE 2: PERM. IMPACT
.�
..
SF
ZONE 1: PERM. IMPACT
��j/
O0x0
3,149 SF
ZONE 2: PERM. IMPACT44
►:
0 SF
ZONE 1: TEMP. IMPACT
06_,
2,078 SF
ZONE 2: PERM. IMPACT
1,860 SF
ZONE 1: TEMP. IMPACT
I
0 SF
ZONE 2: TEMP. IMPACT
.°
2,725 SF
ZONE 1: TEMP. IMPACT
1,516 SF
ZONE 2: TEMP. IMPACT
-
STREAM 18 (S18) ANGLE: 159°
1,341 SF
ZONE 2: TEMP. IMPACT
STREAM 17 (S17) ANGLE: 102°
1STREAM
19/20 (S19/20) ANGLES: 62° & 83°
S17: SUBJECT
STREAM S17 CROSSING WITH BUFFER.
ALLOWABLE WITH MITIGATION.
S18: SUBJECT
STREAM S18 CROSSING WITH BUFFER.
ALLOWABLE WITH MITIGATION (DUE TO NON -PERPENDICULAR CROSSING).
S19/20: SUBJECT
STREAMS 19 AND 20 CROSSINGS WITH BUFFER.
ALLOWABLE WITH MITIGATION.
.`\\\\�1 CA/ „''��
'ot.•°°° ss/0 �/,'=
;oe° o••'L';
2•°Q�o by •°
J e %
- ,05 09/ 2 2°�;
( -. /1/G I NE ° N
' /1�`
�''%M kE I TH °``'•
��I''""iiiiil '\\
PROFESSIONALENG/ARCHSTAMP
*PROPRIETARY & CONFIDENTIAL *ALL RIGHTS RESERVED *DO NOT SCALE
DUKE ENERGY & PIEDMONT NATURAL GAS DRAWINGS ARE CONFIDENTIAL *DRAWING IS CURRENT ONLY THROUGH THE LATEST REVISED DATE *TO ENSURE THERE IS
WITH RECORDS & INFO MANAGEMENT (RIM)
THIS DRAWING *USE DIMENSIONS ONLY
NO RISK OF INAPPROPRIATE DISCLOSURE, ALL PREVIOUS PAPER COPIES OF THIS DRAWING MUST
BE DESTROYED IN ACCORDANCE
REF. DWG(S) PNG-G-142-0001000
NO.
DATE
REVISION(S) DESCRIPTION
BY
CHK
APPD
DESCRIPTION
APPROVALS
SHEET(S) 114 OF 119
DWG SCALE NOT TO SCALE
0
05/09/2022
ISSUE FOR CONSTRUCTION
JB
TFG
WKG
AREA CODE
1853
DATE
INITIALS
REGIONAL
LINE
142
PIPELINE
ACCOUNT NUMBER
10700
ENGINEER
DWG DATE 09/17/2021
SUPERSEDED
PROJECT NUMBER
0232195
DATE
INITIALS
MGR TECH
DUKE
EER'7'Y. ran
�IedmOc,t
C�,I�tLli'�� GAS
STREAM
BUFFER
DETAILS
DRAWING NUMBER
REVISION
DRAWING BY
JB
REC &STD4
CLAYTON
NORTH
CAROLI
NA
PNG
0
STATION ID
DATE
INITIALS
PRINCIPAL
-C-142-0001110
CHECKER INITIALS
FG
05/09/2022
WKG
ENGINEER
COPYRIGHT 2018
Resource Center GOLDSBORO, NC
DISCIPLINE / RESOURCE CENTER / LINE NUMBER

2
T2
N
N
0
0
0)
Z
d
17.
0
0
U
ml
0
0
0
0
co
0
0
9
0
V
STREAM (S21) (PERENNIAL)
OPEN CUT FOR GAS LINE,
TEMPORARY STREAM
CROSSING/MAT PLACEMENT,
POTENTIAL BLASTING,
DEWATERING STRUCTURE,
o
BANK STABILIZATION.
',
STREAM (S22) (INTERMITTENT)
a
o
4,t14... ,:: }
a c-
o T.
OPEN CUT FOR GAS LINE,
a
c o
000) `°
.+
6
o
., .:
�, ;
-er c p
TEMPORARY STREAM
it
`" L�
CO o� o
co
"�
� �,�
CROSSING/MAT PLACEMENT,
POTENTIAL BLASTING,
LC c o
L�
+
Ali
�i
DEWATERING STRUCTURE,
BANK STABILIZATION.
LOp � �
'"' °" ::
di
��..„
-•
Mr.,
co_ y
147
• n'
411, 0
APPAIIIIii
I. y
'2ev.
r
,... ir ,,,,Z
7 ,e, 4- /
, • (..,,,,
.,, .,„ . IPPPAde:"Prr),
,
1,„ c, ,,,
.
I C A
\
f •• : r•
r• ! f r
II
4,44/e:
64
N/
afO C
O
k0
°
f /VN
e a
�''+
STREAM (S23) (INTERMITTENT)
LEGEND: STREAM BUFFERS
OPEN CUT FOR GAS LINE,
CP
LEGEND: STREAM BUFFERS
LEGEND: STREAM BUFFERS
No
/ .
3,397 SF
ZONE 1: PERM. IMPACT
3,005 SF
ZONE 1: PERM. IMPACT
*
3,928 SF
ZONE 1: PERM. IMPACT
TEMPORARY STREAM CROSSING/MAT
�.
PLACEMENT, POTENTIAL BLASTING,
ZONE 2: PERM. IMPACT
DEWATERING STRUCTURE
3,318 SF
ZONE 2: PERM. IMPACT
2,003 SF
ZONE 2: PERM. IMPACT
.'' 00
2,194 SF
x
pf'
1,855 SF
ZONE 1: TEMP. IMPACT
1,800 SF
ZONE 1: TEMP. IMPACT
,� �(�
2,556 SF
ZONE 1: TEMP. IMPACT
'6E1
1,162 SF
ZONE 2: TEMP. IMPACT
1,600 SF
ZONE 2: TEMP. IMPACT4.
1,669 SF
ZONE 2: TEMP. IMPACT
,.+ •'
••
STREAM 21 (S16) ANGLE: 94°
STREAM 22 (S17) ANGLE: 93°
STREAM 23 (S23) ANGLE: 86°
S21: SUBJECT
STREAM S21 CROSSING WITH BUFFER.
ALLOWABLE WITH MITIGATION.
S22: SUBJECT
STREAM S22 CROSSING WITH BUFFER.
ALLOWABLE WITH MITIGATION.
S23: SUBJECT
STREAM S23 CROSSING WITH
ALLOWABLE WITH MITIGATION.
BUFFER.
LEGEND: STREAM BUFFERS
WETLAND W7A
3,025 SF
ZONE 1: PERM. IMPACT
'v..:
•
FORESTED
•
TEMPORARY WETLAND CROSSING /
2,656 SF
ZONE 2: PERM. IMPACT
'' c
"
if
I'LEGEND:
STREAM BUFFERS
MAT PLACEMENT, TEMPORARY
IMPACT DUE TO TRANSITION OF
1,919 SF
ZONE 1: TEMP. IMPACT
`' =
3,798 SF
ZONE 1: PERM. IMPACT
FORESTED TO NON -FORESTED
�•
WETLANDS.
SF
ZONE 2: TEMP. IMPACT
Di,
',
2,356 SF
ZONE 2: PERM. IMPACT
. • • • . .• .• .• r•1,876
CO
da
6)
•
°,
,`, •` ` ,`, r ••••`•••` •`••,'
STREAM 25 (S25) ANGLE: 86°
• OD
��
3,570 SF
ZONE 1: TEMP. IMPACT
•.. r•.••••
.•
.*.*.•.•••
,
• •••r
..... •.•.••••
•
L�
•• •
....../...........3,496
0
SF
ZONE 2: TEMP. IMPACT
L00
0 .,
•. .
STREAM 26 (S26) ANGLE: 105°
•
••••rr•••r•r..•r••••.•.• . . •r ...r
•••rrr..•rrr.rrr...r•r••rr••rr.•rr• r• ••• r..r• r••-~~
X9�Cr'
/
f
%•;
u
•
/ CZ) ::
r••••••. ...r•••••• ••••r•• r••r•• •••••rr ••rr •rr•
• • ••• •• • ••••••• ••• ••• ••• ••••••• • • •••••••••• •••
'• f 5
'
I '
-7
STREAM S26 INTERMITTENT
OPEN CUT FOR GAS LINE,
STREAM S24
( )
. . • • • . • • . • . • . r . . . . • a . . • c� . • a . r • .
.rrr•.••r.r•..r•.• •ra•r••r•r...•
r • • • • • rrr • • . . . • • • a . r r • • • • • a
,
♦
�iT
'• •.
•'%^
TEMPORARY STREAM
(INTERMITTENT)
OPEN CUT FOR GAS LINE,
TEMPORARY STREAM
• r r • • r • • • • • r • r • r • . r . r a • • • • • r r r ra • • • • • y a • • • • • • • •
• • • r • • r r r • • • • • r • '``'• �`y�, r r • a • r• •
•
, , r • • o , , . ,
. .� MMr
•
,
`
\, -•r.
/ •
�r
•
.�
�i'
/ o
, ,
® d-
* , t
•��
CROSSING/MAT PLACEMENT,
POTENTIAL BLASTING, DEWATERING
STRUCTURE
CROSSING/MAT
PLACEMENT, POTENTIAL
BLASTING, DEWATERING
STRUCTURE
�. a lam. • . �
r • • • • •- • • •
oCO r• 051 '•••••••• •
• • •• r • • - • - • • • • - -•- -•-•-
;;
STREAM (S25) (INTERMITTENT)
OPEN CUT FOR GAS LINE,v,
TEMPORARY STREAM
� o
_r 4*o'
N
'::,••
• . . . . . a _ .
•
`•
h
CROSSING/MAT PLACEMENT,
•- _ ••
.' '.
`�, ' � _••• •� �
�'
POTENTIAL BLASTING,
DEWATERING STRUCTURE
"Illir
/ o
-� ' x
� �� � CO C �
•
....
e
. I P I 9:10PAI I Pr'
Q •
CO
.10. 'i
/
zApp.
ilird
411P Apr 41,
in
WETLAND W7B
7
' #,
IPA,
FORESTED
LEGEND: STREAM BUFFERS
a;
/,
♦
�•
OPEN CUT FOR GAS LINE,
6,332 SF
ZONE 1: PERM. IMPACT
p —'
TEMPORARY WETLAND CROSSING /,'
rEW •
i e,��
,,,
'
MAT PLACEMENT, POTENTIAL
2,487 SF
ZONE 2: PERM. IMPACT
/'
;'
i •
BLASTING, POTENTIAL SHEET PILE,
DEWATERING STRUCTURE.
2,881 SF
ZONE 1: TEMP. IMPACT
=
J
PERMANENT IMPACT DUE TO
/ t°
TRANSITION OF FORESTED TO
1,515 SF
ZONE 2: TEMP. IMPACT
•
NON WETLAND.
-FORESTED
STREAM 24 (S24) ANGLE: 140°
S24: SUBJECT
STREAM S24 AND WETLAND W7 CROSSING WITH BUFFER.
ALLOWABLE WITH MITIGATION (DUE TO NON -PERPENDICULAR CROSSING)
S25: SUBJECT
STREAM S25 CROSSING WITH BUFFER.
ALLOWABLE WITH MITIGATION.
S26: SUBJECT
STREAM S26CROSSING WITH
ALLOWABLE WITH MITIGATION.
BUFFER.
.`\\\��1 CA/ „''��
'ot.•°°° ss/0 �/,'=
;oe° o'•'L';
2•°Q4o by •°
J e %
- ,e05 09/ 2 2°;
<< •e`�tic i NE° �
' /T'`
�''%M kE I TH ° ``'•
��I''""ii""'''
PROFESSIONAL ENG/ARCH STAMP
*PROPRIETARY & CONFIDENTIAL *ALL RIGHTS RESERVED *DO NOT SCALE
DUKE ENERGY & PIEDMONT NATURAL GAS DRAWINGS ARE CONFIDENTIAL *DRAWING IS CURRENT ONLY THROUGH THE LATEST REVISED DATE *TO ENSURE THERE IS
WITH RECORDS & INFO MANAGEMENT (RIM)
THIS DRAWING *USE DIMENSIONS ONLY
NO RISK OF INAPPROPRIATE DISCLOSURE, ALL PREVIOUS PAPER COPIES OF THIS
DRAWING MUST BE DESTROYED
IN ACCORDANCE
REF. DWG(S) PNG-G-142-0001000
NO.
DATE
REVISION(S) DESCRIPTION
BY
CHK
APPD
DESCRIPTION
APPROVALS
SHEET(S) 115 OF 119
DWG SCALE NOT TO SCALE
0
05/09/2022
ISSUE FOR CONSTRUCTION
JB
TFG
WKG
AREA CODE
1853
DATE
INITIALS
REGIONAL
LINE
142
PIPELINE
ACCOUNT NUMBER
10700
ENGINEER
DWG DATE 09/17/2021
SUPERSEDED
PROJECT NUMBER
0232195
DATE
INITIALS
MGR TECH
DUKE
ENERGY. ra
I natural t
Natural GAS
STREAM
BUFFER
DETAILS
DRAWING NUMBER
REVISION
DRAWING BY
JB
REC & STD
CLAYTON,
NORTH
CAROLINA
PNG
0
STATION ID
DATE
INITIALS
PRINCIPAL
-C-142-0001111
CHECKER INITIALS
FG
05/09/2022
WKG
ENGINEER
COPYRIGHT 2018
Resource Center GOLDSBORO, NC
DISCIPLINE / RESOURCE CENTER / LINE NUMBER

WETLAND W9-A
FORESTED
OPEN CUT FOR GAS LINE,
TEMPORARY WETLAND CROSSING /
MAT PLACEMENT, POTENTIAL
BLASTING, POTENTIAL SHEET PILE,
DEWATERING STRUCTURE.
PERMANENT IMPACT DUE TO
TRANSITION OF FORESTED TO
NON -FORESTED WETLAND.
S27: SUBJECT
STREAM S27AND WETLAND W9 CROSSING WITH BUFFER.
ALLOWABLE WITH MITIGATION.
STREAM (S27) (INTERMITTENT)
OPEN CUT FOR GAS LINE,
TEMPORARY STREAM CROSSING/MAT
PLACEMENT, POTENTIAL BLASTING,
DEWATERING STRUCTURE
WETLAND W9-B
FORESTED
TEMPORARY WETLAND CROSSING /
MAT PLACEMENT, TEMPORARY
IMPACT DUE TO TRANSITION OF
FORESTED TO NON -FORESTED
WETLANDS.
STREAM S31
OPEN CUT FOR GAS LINE,
PERMANENT STREAM CROSSING,
POTENTIAL BLASTING,
DEWATERING STRUCTURE.
S31: SUBJECT
STREAM S31 CROSSING WITH BUFFER.
ALLOWABLE WITH MITIGATION (DUE TO NON -PERPENDICULAR CROSSING).
PROFESSIONAL ENG/ARCH STAMP
LEGEND: STREAM BUFFERS
3,161 SF ZONE 1: PERM. IMPACT
2,107 SF ZONE 2: PERM. IMPACT
1,904 SF ZONE 1: TEMP. IMPACT
1,268 SF ZONE 2: TEMP. IMPACT
STREAM 27 (S27) ANGLE: 105°
LEGEND: STREAM BUFFERS
3,368 SF ZONE 1: PERM. IMPACT
2,261 SF ZONE 2: PERM. IMPACT
2,090 SF ZONE 1: TEMP. IMPACT
1,361 SF ZONE 2: TEMP. IMPACT
STREAM 31 (S31) ANGLE: 118°
LEGEND: STREAM BUFFERS
3000 SF
ZONE 1: PERM. IMPACT
2000 SF
ZONE 2: PERM. IMPACT
1800 SF
ZONE 1: TEMP. IMPACT
1200 SF
ZONE 2: TEMP. IMPACT
STREAM S-28 ANGLE: 89°
S-28: SUBJECT
STREAM S-28 WITH BUFFER.
ALLOWABLE WITH MITIGATION.
S-32: SUBJECT
STREAM S-32 WITH BUFFER.
ALLOWABLE WITH MITIGATION.
STREAM S-32
LEGEND: STREAM BUFFERS
1670 SF
ZONE 1: PERM. IMPACT
985 SF
ZONE 2: PERM. IMPACT
2500 SF
ZONE 1: TEMP. IMPACT
1300 SF
ZONE 2: TEMP. IMPACT
STREAM S-32 ANGLE: 50°
LEGEND: STREAM BUFFERS
3000 SF ZONE 1: PERM. IMPACT
2000 SF ZONE 2: PERM. IMPACT
1800 SF ZONE 1: TEMP. IMPACT
1200 SF ZONE 2: TEMP. IMPACT
STREAM S-29/30 ANGLE: XX°
S-29/30: SUBJECT
STREAM S-29/30 WITH BUFFER.
ALLOWABLE WITH MITIGATION.
STREAM S-29
STREAM S-30
STREAM (S33/34)
(INTERMITTENT)
OPEN CUT FOR GAS LINE,
PERMANENT STREAM
CROSSING, POTENTIAL
BLASTING, DEWATERING
STRUCTURE
LEGEND: STREAM BUFFERS
3,260 SF ZONE 1: PERM. IMPACT
2,160 SF ZONE 2: PERM. IMPACT
1,799 SF ZONE 1: TEMP. IMPACT
1,307 SF ZONE 2: TEMP. IMPACT
STREAM 33/34 (S33/34) ANGLE: 100°
S33/34: SUBJECT
STREAM S33/34 CROSSING WITH BUFFER.
ALLOWABLE WITH MITIGATION.
*PROPRIETARY & CONFIDENTIAL *ALL RIGHTS RESERVED *DO NOT SCALE THIS DRAWING *USE DIMENSIONS ONLY
DUKE ENERGY & PIEDMONT NATURAL GAS DRAWINGS ARE CONFIDENTIAL *DRAWING IS CURRENT ONLY THROUGH THE LATEST REVISED DATE *TO ENSURE THERE IS NO RISK OF INAPPROPRIATE DISCLOSURE, ALL PREVIOUS PAPER COPIES OF THIS DRAWING MUST BE DESTROYED IN ACCORDANCE
05/09/2022
REVISION(S) DESCRIPTION
ISSUE FOR CONSTRUCTION
BY CHK APPD
DESCRIPTION
AREA CODE
ACCOUNT NUMBER
PROJECT NUMBER
DRAWING BY
STATION ID
10700
0232195
CHECKER INITIALS 1FG
05/09/2022
INITIALS
INITIALS
INITIALS
APPROVALS
REGIONAL
ENGINEER
MGR TECH
REC & STD
PRINCIPAL
ENGINEER
COPYRIGHT 2018
LINE 142 PIPELINE
STREAM BUFFER DETAILS
CLAYTON, NORTH CAROLINA
Resource Center GOLDSBORO, NC
REF. DWG(S) PNG-G-142-0001000
SHEET(S) 116 OF 1191 DWG SCALE NOT TO SCALE
DWG DATE 09/17/2021
SUPERSEDED
DRAWING NUMBER
PNG-C-142-0001112
DISCIPLINE / RESOURCE CENTER / LINE NUMBER
REVISION

STREAM (S35) (PERENNIAL)
OPEN CUT FOR GAS LINE,
TEMPORARY STREAM CROSSING/MAT \
PLACEMENT
POTENTIAL BLASTING,
DEWATERING STRUCTURE.
BANK STABILIZATION.
hg
•
♦
•
\
\
\ ---
\`�^\\� \
11 1
\ I,\\.
\
104,
VI
TO'
\
/\
LEGEND: STREAM BUFFERS
3,015 SF ZONE 1: PERM. IMPACT
2,995 SF�J ZONE 2: PERM. IMPACT
3,665 SF • ZONE 1: TEMP. IMPACT
1,480 SF • • • ZONE 2: TEMP. IMPACT
STREAM (S35) ANGLE: 62°
S35: SUBJECT
STREAM S35 CROSSING WITH BUFFER.
ALLOWABLE WITH MITIGATION (DUE TO NON -PERPENDICULAR CROSSING)
NRCS NJ-1
WETLAND W1A
FORESTED,
TEMPORARY WETLAND
CROSSING/MAT PLACEMENT,
NO PERMANENT IMPACT.
0
/
/
/
A
QOs l:
00 MtAlLf
ciliZti WAX MY
ia`airi -iWYigt•
4Vii�,nCSaVivat VJt'
2VATArrigal SW
IGIVAMMEtriffe
VAVANKO rA AI
NY ANciFIVW.
DO
0
0
0
0
co 8
o"
Li, I 007 CO / o °
O7
LEGEND: STREAM BUFFERS
0 SF
ZONE 1: PERM. IMPACT
0 SF
ZONE 2: PERM. IMPACT
3000 SF
ZONE 1: TEMP. IMPACT
2000 SF
• a • ZONE 2: TEMP. IMPACT
NRCS NJ-1 ANGLE: NA
NRCS NJ-1: SUBJECT
NRCS NJ-1 AND WETLAND W1A WITH BUFFER.
ALLOWABLE WITH MITIGATION.
LEGEND: STREAM BUFFERS
3,079 SF ZONE 1: PERM. IMPACT
2,066 SF ZONE 2: PERM. IMPACT
2,032 SF , ZONE 1: TEMP. IMPACT
1,372 SF ZONE 2: TEMP. IMPACT
STREAM 37 (S36) ANGLE: 94°
STREAM (S36) (INTERMITTENT)
OPEN CUT FOR GAS LINE,
TEMPORARY STREAM
CROSSING/MAT PLACEMENT,
POTENTIAL BLASTING,
DEWATERING STRUCTURE
S36: SUBJECT
STREAM S36 CROSSING WITH BUFFER.
ALLOWABLE WITH MITIGATION.
5kpp
6+00
STREAM (S37/38) (PERENNIAL)
OPEN CUT FOR GAS LINE,
PERMANENT STREAM CROSSING,
POTENTIAL BLASTING,
DEWATERING STRUCTURE
LEGEND: STREAM BUFFERS
842 SF ZONE 1: PERM. IMPACT
743 SF ZONE 2: PERM. IMPACT
4,055 SF ZONE 1: TEMP. IMPACT
3,983 SF ^ Q e a e a l,e ZONE 2: TEMP. IMPACT
STREAM 37/38 (S37/38) ANGLE: 130°
•
S37/38: SUBJECT
STREAM S37/38 CROSSING WITH BUFFER.
ALLOWABLE WITH MITIGATION (DUE TO NON -PERPENDICULAR CROSSING).
(BEGIN HDD BORE 7+50
WETLAND W1 B
FORESTED,
OPEN CUT FOR GAS LINE,
TEMPORARY WETLAND CROSSING /
MAT PLACEMENT,
POTENTIAL SHEET PILE,
DEWATERING STRUCTURE,
PERMANENT IMPACT DUE TO
TRANSITION OF FORESTED TO
NON -FORESTED WETLANDS.
°°XZL
o
NRCS NJ-2: SUBJECT
NRCS NJ-2 AND WETLAND W1 B WITH BUFFER.
ALLOWABLE WITH MITIGATION.
LIx
/
LEGEND: STREAM BUFFERS
3751 SF
ZONE 1: PERM. IMPACT
2508 SF
ZONE 2: PERM. IMPACT
695 SF
ZONE 1: TEMP. IMPACT
468 SF
ZONE 2: TEMP. IMPACT
• • • •
NRCS NJ-2 ANGLE: 80°
• LOD —
SSF
▪ 0O1
LOD
a
co
— LOD
.SSF
col
0
o /
Lo0
NRCS NJ-3
Lo0
LOp
SF <DD
SF \ SF�
SOD
SF
NRCS NJ-3: SUBJECT
NRCS NJ-3 AND WETLAND W2 WITH BUFFER.
ALLOWABLE WITH MITIGATION.
/
00
/
/
/
/
OD
F
WETLAND W2
FORESTED
HDD BORE
TEMPORARY WETLAND
CROSSING/MAT PLACEMENT.
NO GRUBBING ALLOWED.
PERMANENT IMPACT DUE TO
TRANSITION OF FORESTED TO
NON -FORESTED WETLANDS.
LEGEND: STREAM BUFFERS
1201 SF
ZONE 1: PERM. IMPACT
801 SF
ZONE 2: PERM. IMPACT
0 SF
ZONE 1: TEMP. IMPACT
0 SF
> a • a'. a _ ZONE 2: TEMP. IMPACT
NRCS NJ-3 ANGLE: 59°
`,.�,N CA RO
=�Ess i •.. = '
E)4 09/ 2 2°`
�j. tiGINEti \/ kEITH"\\`
PROFESSIONAL ENG/ARCH STAMP
*PROPRIETARY & CONFIDENTIAL *ALL RIGHTS RESERVED *DO NOT SCALE THIS DRAWING *USE DIMENSIONS ONLY
DUKE ENERGY & PIEDMONT NATURAL GAS DRAWINGS ARE CONFIDENTIAL *DRAWING IS CURRENT ONLY THROUGH THE LATEST REVISED DATE *TO ENSURE THERE IS NO RISK OF INAPPROPRIATE DISCLOSURE, ALL PREVIOUS PAPER COPIES OF THIS DRAWING MUST BE DESTROYED IN ACCORDANCE WITH RECORDS & INFO MANAGEMENT (RIM)
REF. DWG(S)
PNG-G-142-0001000
NO.
DATE
REVISION(S) DESCRIPTION
BY
CHK
APPD
DESCRIPTION
APPROVALS
0
05/09/2022
ISSUE FOR CONSTRUCTION
JB
TFG
WKG
AREA CODE
1853
ACCOUNT NUMBER
10700
DATE
INITIALS
REGIONAL
ENGINEER
PROJECT NUMBER
0232195
DRAWING BY
JKS
DATE
INITIALS
MGR TECH
REC & STD
STATION ID
DATE
INITIALS
PRINCIPAL
ENGINEER
eirmi DUKE r6,.. Piedmont
ENERGY.. Natural Gas
LINE 142 PIPELINE
STREAM BUFFER DETAILS
CLAYTON, NORTH CAROLINA
SHEET(S)117 OF 119
DWG SCALE NOT TO SCALE
DWG DATE 09/17/2021
SUPERSEDED
DRAWING NUMBER
PNG—C-142-0001116
REVISION
0
CHECKER INITIALS
FG
05/09/2022
WKG
COPYRIGHT 2018
Resource Center GOLDSBORO, NC
DISCIPLINE / RESOURCE CENTER / LINE NUMBER

(142-WAKE-030_000)
(END HDD BORE 163+81
SF - — SF — - SF — — SF
LOD LOD LOD LOD LOD LOD
O
O
O
rn
N
a
0 0 0
a
c)
LOD
LOD
Goa_
se ^,
a0�
G01 001
ace
SF - — SF — SF SF
SF SF — LOD LOD LOD LOD LOD LOD
LOD
LOD
LOD
LEGEND: STREAM BUFFERS
3360 SF
ZONE 1: PERM. IMPACT
2241 SF
ZONE 2: PERM. IMPACT
a
3382 SF
ZONE 1: TEMP. IMPACT
2241 SF
ZONE 2: TEMP. IMPACT
a
NRCS NJ-4 ANGLE: 118°
NRCS NJ-4: SUBJECT
NRCS NJ-4 WITH BUFFER.
ALLOWABLE WITH MITIGATION.
ao�_
+ aol
gaol oci
a0�
aol
aol
aol
ao
°0°0°O t
00:300°0
of °f30� I
SF
LOD � SF
amen LOD fteamai LOD SF
amai LOD S' O°O°O•O-
LOD F 0°O°0.0`=0°0°0
_ LOD LOD sp.-�� 13f:jge�0_ LOD LODP�jQOQ
LEGEND: STREAM BUFFERS
3007 SF
ZONE 1: PERM. IMPACT
2005 SF
ZONE 2: PERM. IMPACT
3305 SF
ZONE 1: TEMP. IMPACT
2207 SF =
ZONE 2: TEMP. IMPACT
NRCS NJ-7 ANGLE: 86°
emenemft aol
aol
_ 001 ommenemft a°l
a°,
LOD Sr-
_ LOD SF. SF
_
LOD LOD
� LOD LOD
_ LOD LOD SF
_ LOD 1
NRCS NJ-7: SUBJECT
NRCS NJ-7 WITH BUFFER.
ALLOWABLE WITH MITIGATION.
GD,
O
7r
a ",
7
- - SF
LOD
LOD
CI)tg°':c.;°
o -
SF g
LOD - LOD
N
)
- U)
0
jL_
LOD
(0
0
r0
NRCS NJ-5
STREAM (S6) (INTERMITTENT)
TEMPORARY STREAM CROSSING/MAT
PLACEMENT
--SF _�
S
LOD LOD L DF SF
oftsmanft LOD LOD SF
smaft LOD _
LOD mal
LEGEND: STREAM BUFFERS
3013 SF
ZONE 1: PERM. IMPACT
2009 SF
a.ZONE 2: PERM. IMPACT
2596 SF
_ ZONE 1: TEMP. IMPACT
2470 SF >
ZONE 2: TEMP. IMPACT
NRCS NJ-5 ANGLE: 88°
NRCS NJ-5: SUBJECT
NRCS NJ-5 AND STREAM S6 WITH BUFFER.
ALLOWABLE WITH MITIGATION.
7
7
7
sI
7
7
4 0-
0
Qa„,
°O°o
000°,0000000
� O°0°:3
<0Q000
??0
Coo
c /
/
/
/ o
°
/ 4/
/ //
4
o /
°
0_0
LEGEND: STREAM BUFFERS
678 SF
ZONE 1: PERM. IMPACT
610 SF
ZONE 2: PERM. IMPACT
4180 SF
= rt R rt R rt R
ZONE 1: TEMP. IMPACT
2628 SF
ZONE 2: TEMP. IMPACT
>° > °
•NRCS
NJ-8 ANGLE: NA
NRCS NJ-8: SUBJECT
NRCS NJ-8 WITH BUFFER.
ALLOWABLE WITH MITIGATION.
aol
o L.L.
o co
l I
lol
aol
a0j L.L.
CD
OD _
LOD
LOD
I co
LOD Cr LOD . --
��
_ LOD _ LOD SF �— ••00000 OQC
ame,LOD SF
LOD LOD L♦yi0-p O-0
�pc
c)
CO
c-p
aol
WETLAND W5B-B
FORESTED
OPEN CUT FOR GAS LINE,
TEMPORARY WETLAND CROSSING /
MAT PLACEMENT,
POTENTIAL SHEET PILE,
DEWATERING STRUCTURE.
TEMPORARY IMPACT DUE TO TRANSITION
OF FORESTED TO NON -FORESTED
WETLANDS.
WETLAND W5B-A
FORESTED
OPEN CUT FOR GAS LINE,
TEMPORARY WETLAND CROSSING /
MAT PLACEMENT,
POTENTIAL SHEET PILE,
DEWATERING STRUCTURE.
PERMANENT IMPACT DUE TO TRANSITION
OF FORESTED TO NON -FORESTED
WETLANDS
a0l
aol
is
007
a°l
001 O
aol
001
SF
LODSF
_ LOD _ LOD c —�_
�F .�
LOD
_ LOD Sr
LOD
L(
LEGEND: STREAM BUFFERS
3912 SF
ZONE 1: PERM. IMPACT
2614 SF
ZONE 2: PERM. IMPACT
5937 SF
ZONE 1: TEMP. IMPACT
3519 SF a
ZONE 2: TEMP. IMPACT
NRCS NJ-6 ANGLE: 50°
NRCS NJ-6: SUBJECT
NRCS NJ-6 AND WETLAND W5B-A/B WITH BUFFER.
ALLOWABLE WITH MITIGATION.
/
O
O
M
coo
0 SI
M sF
�- cc /
i
/
/
/
/
a0
00.0pO,
sF pO,
p0,
jrl p0,
// p0, 00.0
p0,
/ 00
00,
0
I
M,e� j sF
o i`° j s
te,
a0�
/
/
O
O
co
O
`oo'*****'
/
//00.0 p01
SF pO,
// / p0,
co
ao,
LEGEND: STREAM BUFFERS
3090 SF
ZONE 1: PERM. IMPACT
2060 SF
ZONE 2: PERM. IMPACT
1854 SF
rt rt rt
ZONE 1: TEMP. IMPACT
1236 SF
ZONE 2: TEMP. IMPACT
as ° a °
NRCS NJ-9 ANGLE: 104°
NRCS NJ-9: SUBJECT
NRCS NJ-9 WITH BUFFER.
ALLOWABLE WITH MITIGATION.
PROFESSIONAL ENG/ARCH STAMP
*PROPRIETARY & CONFIDENTIAL *ALL RIGHTS RESERVED *DO NOT SCALE THIS DRAWING *USE DIMENSIONS ONLY
DUKE ENERGY & PIEDMONT NATURAL GAS DRAWINGS ARE CONFIDENTIAL *DRAWING IS CURRENT ONLY THROUGH THE LATEST REVISED DATE *TO ENSURE THERE IS NO RISK OF INAPPROPRIATE DISCLOSURE, ALL PREVIOUS PAPER COPIES OF THIS DRAWING MUST BE DESTROYED IN ACCORDANCE WITH RECORDS & INFO MANAGEMENT (RIM)
REF. DWG(S)
PNG-G-142-0001 000
NO.
DATE
REVISION(S) DESCRIPTION
BY
CHK
APPD
DESCRIPTION
APPROVALS
05/09/2022
ISSUE FOR CONSTRUCTION
JB
TFG
WKG
AREA CODE
1853
ACCOUNT NUMBER
10700
DATE
INITIALS
REGIONAL
ENGINEER
PROJECT NUMBER
0232195
DRAWING BY
JKS
DATE
INITIALS
MGR TECH
STATION ID
CHECKER INITIALS
FG
DATE
05/09/2022
INITIALS
WKG
PRINCIPAL
ENGINEER
ebb) DUKE 111 Piedmont
le ENERGY Natural Gas
COPYRIGHT 2018
LINE 142 PIPELINE
STREAM BUFFER DETAILS
CLAYTON, NORTH CAROLINA
Resource Center GOLDSBORO, NC
SHEET(S)118 OF 119
DWG SCALE NOT TO SCALE
DWG DATE 09/17/2021
SUPERSEDED
DRAWING NUMBER
REVISION
DISCIPLINE / RESOURCE CENTER / LINE NUMBER

oD
\ MO
po7 ` 07
pO Sr
Cl
`0O' F `�
p0>
s0
O
0 1.
t<0& M
LEGEND: STREAM BUFFERS
3178 SF
ZONE 1: PERM. IMPACT
2119 SF
ZONE 2: PERM. IMPACT
1908 SF
rt
ZONE 1: TEMP. IMPACT
1271 SF
a
ZONE 2: TEMP. IMPACT
NRCS NJ-10 ANGLE: 109°
D
cos., o
CO
M
<o�
007
007
°p> SF
o0
NRCS NJ-10: SUBJECT
NRCS NJ-10 WITH BUFFER.
ALLOWABLE WITH MITIGATION.
VD`
°O> S,p
oo`�
O' Is
oo
NRCS NJ-11: SUBJECT
NRCS NJ-11 WITH BUFFER.
ALLOWABLE WITH MITIGATION.
LEGEND: STREAM BUFFERS
3000 SF ZONE 1: PERM. IMPACT
2000 SF '1 ZONE 2: PERM. IMPACT
1800 SF ZONE 1: TEMP. IMPACT
1200 SF ° ° ° ° ZONE 2: TEMP. IMPACT
NRCS NJ-11 ANGLE: 76°
.0\`N° ° CAROB
OQ °ESS /0. !1':
" Q�0 — .�
04 09/ 2Q22.°
N.
<<j° �GIEti• �N:
//''qM kE I TH ° \\\\'
PROFESSIONAL ENG/ARCHSTAMP
*PROPRIETARY & CONFIDENTIAL *ALL RIGHTS RESERVED *DO NOT SCALE THIS DRAWING *USE DIMENSIONS ONLY
DUKE ENERGY & PIEDMONT NATURAL GAS DRAWINGS ARE CONFIDENTIAL *DRAWING IS CURRENT ONLY THROUGH THE LATEST REVISED DATE *TO ENSURE THERE IS NO RISK OF INAPPROPRIATE DISCLOSURE, ALL PREVIOUS PAPER COPIES OF THIS DRAWING MUST BE DESTROYED IN ACCORDANCE WITH RECORDS & INFO MANAGEMENT (RIM)
REF. DWG(S)
PNG-G-142-0001 000
NO.
DATE
REVISION(S) DESCRIPTION
BY
CHK
APPD
DESCRIPTION
APPROVALS
0
05/09/2022
ISSUE FOR CONSTRUCTION
JB
TFG
WKG
AREA CODE
1853
ACCOUNT NUMBER
10700
DATE
INITIALS
REGIONAL
ENGINEER
PROJECT NUMBER
0232195
DRAWING BY
JKS
DATE
INITIALS
MGR TECH
REC & STD
STATION ID
CHECKER INITIALS
FG
DATE
05/09/2022
INITIALS
WKG
PRINCIPAL
ENGINEER
DUKE 1111 Piedmont
'C ENERGY Rill Natural Gas
COPYRIGHT 2018
LINE 142 PIPELINE
STREAM BUFFER DETAILS
CLAYTON, NORTH CAROLINA
Resource Center GOLDSBORO, NC
SHEET(S)119 OF 119
DWG SCALE NOT TO SCALE
DWG DATE 09/17/2021
SUPERSEDED
DRAWING NUMBER
PNG-C-142-0001118
REVISION
0
DISCIPLINE / RESOURCE CENTER / LINE NUMBER