20181393 Ver 1_USACE Permit_20181204

U.S. ARMY CORPS OF ENGINEERS
WILMINGTON DISTRICT
Action Id. SAW -2018-00885 County: Guilford/Rockingham/Stokes U.S.G.S. Quad: NC-Belews Lake/Ellisboro/Summerfield
GENERAL PERMIT (REGIONAL AND NATIONWIDE) VERIFICATION
Permittee: Piedmont Natural Gas
Attn: Ned Dietrich
Address: 4720 Piedmont Row Rive
Charlotte, NC 28210
Size (acres) —125 Nearest Town Stokesdale
Nearest Waterway Troublesome Creek River Basin Cape Fear/Dan River
USGS HUC 03030002/03010103 Coordinates 36.254480 N, -79.947307 W
Location description: The pro*ect area includes a 60 -foot wide permanently maintained corridor beginning at a new tap of the
existing Williams -Transco pipelines near the intersection of US 158 and US 220 (36.238103 N, -79.922468 W) in Stokesdale,
Guilford County, extending west across Rockingham County to its termination at the Duke Energy Belews Creek Steam
Station (36.277656 N, -80.056404 W) in Stokes County, North Carolina.
Description of projects area and activity: This verification authorizes the construction of the Piedmont Natural Gas - Belews
Creek Pipeline (Line 446), including approximately nine miles of 24" natural gas pipeline, consisting of nineteen (19) distinct
crossings (projects):
1) Site 1 (Wetland 26) requires the temporary discharge of dredged or fill material into 0.058 acre of herbaceous
wetlands for pipeline construction access and installation;
2) Site 2 (Belews Lake) is a Horizontal Directional Drill crossing and no discharges of dredged or fill material are
authorized;
3) Site 3 (Stream 26) requires the temporary discharge of dredged or fill material into 68 linear feet of stream channel
for pipeline construction access and installation;
4) Site 4 (Stream 21) is a Jack and Bore crossing and no discharges of dredged or fill material are authorized;
5) Site 5 (Wetland 27) requires the temporary discharge of dredged or fill material into 0.019 acre of wetlands for
pipeline construction access and installation, including the permanent conversion from forested to herbaceous
wetlands;
6) Site 6 (Stream 25) requires the temporary discharge of dredged or fill material into 68 linear feet of stream channel
for pipeline construction access and installation;
7) Site 7 (Stream 20/35) requires the temporary discharge of dredged or fill material into 97 linear feet of stream channel
for pipeline construction access and installation;
8) Site 8 (Stream 19) requires the temporary discharge of dredged or fill material into 77 linear feet of stream channel
for pipeline construction access and installation;
9) Site 9 (Wetlands WV & 20; Streams 16 & 17; Pond 4) is a Horizontal Directional Drill crossing and no discharges of
dredged or fill material are authorized. However, this crossing requires the permanent conversion of 0.033 acre of
wetlands from forested to herbaceous wetlands;
10) Site 10 (Stream 12) requires the temporary discharge of dredged or fill material into 126 linear feet of stream channel
for pipeline construction access and installation;
11) Site 11 (Stream 13) requires the temporary discharge of dredged or fill material into 61 linear feet of stream channel
for pipeline construction access and installation;
12) Site 12 (Stream 14) requires the temporary discharge of dredged or fill material into 97 linear feet of stream channel
for pipeline construction access and installation;
13) Site 13 (Stream 33) requires the temporary discharge of dredged or fill material into 79 linear feet of stream channel
for pipeline construction access and installation;
14) Site 14 (Streams 31, 32, & 34) requires the temporary discharge of dredged or fill material into 166 linear feet of
stream channel for pipeline construction access and installation. Note that no discharges of dredged or fill material
are authorized in Stream 31, as there is an existing driveway culvert in this location;
15) Site 15 (Wetlands 9, 10/11, & 12; Stream 7/8) requires the temporary discharge of dredged or fill material into 92
linear feet of stream channel and 0.068 acre of wetlands for pipeline construction access and installation. Wetland
impacts include the permanent conversion from forested to herbaceous wetlands;

16) Site 16 (Stream 6) requires the temporary discharge of dredged or 611 material into 96 linear feet of stream channel
for pipeline construction access and installation;
17) Site 17 (Wetland 6/7; Streams 3, 4, & 5) is a Horizontal Directional Drill crossing and no discharges of dredged or 611
material are authorized. However, this crossing requires the permanent conversion of 0.235 acre of wetlands from
forested to herbaceous wetlands;
18) Site 18 (Wetland 5; Stream 2/29) requires the temporary discharge of dredged or fill material into 60 linear feet of
stream channel and 0.097 acre of wetlands for pipeline construction access and installation. Wetland impacts include
the permanent conversion from forested to herbaceous wetlands;
19) Site 19 (Wetland WX & 1; Stream 1) requires the temporary discharge of dredged or fill material into 106 linear feet
of stream channel and 0.031 acre of wetlands for pipeline construction access and installation. Wetland impacts
include the permanent conversion from forested to herbaceous wetlands.
Applicable Law(s): ® Section 404 (Clean Water Act, 33 USC 1344)
❑ Section 10 (Rivers and Harbors Act, 33 USC 403)
Authorization: NWP 12. Utility Line Activities
SEE ATTACHED NWP GENERAL, REGIONAL, AND/OR SPECIAL CONDITIONS
Your work is authorized by the above referenced permit provided it is accomplished in strict accordance with the enclosed
Conditions, your application signed and dated 9/28/2018 (received 10/2/2018), and additional information received 11/2/2018
and 11/19/2018, and the enclosed plans "Line 446 — Belews Creek Pipeline Erosion Control Plan", Sheets 67 through 89. Any
violation of the attached conditions or deviation from your submitted plans may subject the permittee to a stop work order, a
restoration order, a Class I administrative penalty, and/or appropriate legal action.
This verification will remain valid until the expiration date identified below unless the nationwide authorization is modified, suspended
or revoked. If, prior to the expiration date identified below, the nationwide permit authorization is reissued and/or modified, this
verification will remain valid until the expiration date identified below, provided it complies with all requirements of the modified
nationwide permit. If the nationwide permit authorization expires or is suspended, revoked, or is modified, such that the activity would
no longer comply with the terms and conditions of the nationwide permit, activities which have commenced (i.e., are under construction)
or are under contract to commence in reliance upon the nationwide permit, will remain authorized provided the activity is completed
within twelve months of the date of the nationwide permit's expiration, modification or revocation, unless discretionary authority has
been exercised on a case-by-case basis to modify, suspend or revoke the authorization.
Activities subject to Section 404 (as indicated above) may also require an individual Section 401 Water Quality Certification. You
should contact the NC Division of Water Resources (telephone [phone]) to determine Section 401 requirements.
For activities occurring within the twenty coastal counties subject to regulation under the Coastal Area Management Act (CAMA), prior
to beginning work you must contact the N.C. Division of Coastal Management.
This Department of the Army verification does not relieve the permittee of the responsibility to obtain any other required Federal, State
or local approvals/permits.
If there are any questions regarding this verification, any of the conditions of the Permit, or the Corps of Engineers regulatory program,
please contact David E. Bailey at 919-554-4884 extension 30 or David.E.Bailey2Ausace.army.mil.
Digitally signed by BAILEY.DAVID.E.1379283736
DN: c=US, o=U.S. Government, ou=DoD, ou=PKI,
ou=USA, cn=BAILEY.DAVID.E.1379283736
Corps Regulatory Official: Date: 2018.12.0410:44:44-05'00' Date: 12/4/2018
Expiration Date of Verification: 03/18/2022
The Wilmington District is committed to providing the highest level of support to the public. To help us ensure we continue to do so,
please complete the Customer Satisfaction Survey located at http://corpsmapu.usace.g.M.mil/cm apex/f?p=136:4:0.
Copy furnished:
Suzanne Herron, PE, CPESC, Energy Land & Infrastructure, PLLC, 1420 Donelson Pike, Suite A-12, Nashville, TN 37217
Sue Homewood, NCDEQ-DWR, 450 W. Hanes Mill Rd, Suite 300, Winston-Salem, NC 27105

SPECIAL CONDITIONS
1. In order to compensate for impacts associated with this permit, mitigation shall be provided in accordance
with the provisions outlined on the most recent version of the attached Compensatory Mitigation
Responsibility Transfer Forms. The requirements of these forms, including any special conditions listed
on the forms, are hereby incorporated as special conditions of this permit authorization.
2. Temporary discharge of excavated or fill material into wetlands and streams will be for the absolute
minimum period of time necessary to accomplish the work (see "Line 446 — Belews Creek Pipeline,
General EPSC Notes" Sheet 85), and such authorized crossings will be restored per the following:
a. All authorized temporary wetland impacts will be returned to pre -disturbance grade and contour,
and re -vegetated per "Line 446 — Belews Creek Pipeline, General EPSC Notes" Sheet 87, and re -
vegetated per "Line 446 — Belews Creek Pipeline, General EPSC Notes" Sheet 89. In wetland
areas where pipeline installation via trenching is authorized, wetland topsoil must be segregated
from the underlying subsoil, and the top 6 to 12 inches of the trench must be backfilled with topsoil
from the trench.
b. All authorized temporary stream impacts will be returned to pre -disturbance grade and contour,
stabilized per "Line 446 — Belews Creek Pipeline, General EPSC Notes" Sheet 86, and re -
vegetated per "Line 446 — Belews Creek Pipeline, General EPSC Notes" Sheet 89.
3. The permittee shall use a contracted environmental compliance officer(s) who will remain on-site
throughout the construction period. This individual will ensure compliance with all general and specific
Department of the Army and North Carolina Division of Water Resources permit conditions and
certifications. Once construction begins within crossings subject to this authorization, compliance reports
must be submitted to the Corps of Engineers, Raleigh Regulatory Field Office and North Carolina Division
of Water Resources on a bi-weekly basis, until construction within these areas is complete.
4. When directional boring or horizontal directional drilling under waters of the U.S., including wetlands,
the permittee shall closely monitor the project for releases of drilling fluids. Any discharges of drilling
fluids into waters of the U.S., including wetlands, shall be reported to the Corps of Engineers, Raleigh
Regulatory Field Office and the North Carolina Division of Water Resources within 24 hours. All
crossings of wetlands, streams, or other waters undertaken using Horizontal Directional Drill methods
must abide by the attached "Horizontal Direction Drilling (HDD) Contingency Plan" (pages 1 through 7).
Digitally signed . GoverBAILEnment,
o .E. =Doo, 83736
ou=PK
DN: c=US, o=U.S. Government, ou=DoD, ou=PKI,
ou=USA, cn=BAILEY.DAVID.E.1379283736
Corps Regulatory Official: Date: 2018.12.0410:45:03 -05'00' Date: 12/4/2018
Expiration Date of Verification: 03/18/2022

Compensatory Mitigation Responsibility Transfer Form
Permittee: Piedmont Natural Gas, Attn: Ned Dietrich Action ID: SAW -2018-00885
Project Name: Piedmont Natural Gas / Line 446 / Belews Creek Pipeline County: Guilford/Rockingham
Instructions to Permittee: The Permittee must provide a copy of this form to the Mitigation Sponsor, either an approved
Mitigation Bank or the North Carolina Division of Mitigation Services (NCDMS), who will then sign the form to verify the
transfer of the mitigation responsibility. Once the Sponsor has signed this form, it is the Permittee's responsibility to ensure
that to the U.S. Army Corps of Engineers (USACE) Project Manager identified on page two is in receipt of a signed copy of this
form before conducting authorized impacts, unless otherwise specified below. If more than one mitigation Sponsor will be
used to provide the mitigation associated with the permit, or if the impacts and/or the mitigation will occur in more than one
8 -digit Hydrologic Unit Code (HUC), multiple forms will be attached to the permit, and the separate forms for each Sponsor
and/or HUC must be provided to the appropriate mitigation Sponsors.
Instructions to Sponsor: The Sponsor must verify that the mitigation requirements (credits) shown below are available at the
identified site. By signing below, the Sponsor is accepting full responsibility for the identified mitigation, regardless of
whether or not they have received payment from the Permittee. Once the form is signed, the Sponsor must update the bank
ledger and provide a copy of the signed form and the updated bank ledger to the Permittee, the USACE Project Manager, and
the Wilmington District Mitigation Office (see contact information on page 2). The Sponsor must also comply with all
reporting requirements established in their authorizing instrument.
Permitted Impacts and Compensatory Mitigation Requirements:
Permitted Impacts Requiring Mitigation* 8 -digit HUC and Basin: 03030002, Cape Fear River Basin
Stream Impacts (linear feet)
Wetland Impacts (acres)
Warm
Cool
Cold
Riparian Riverine
Riparian Non-Riverine
Non -Riparian
Coastal
0.432
*If more than one mitigation sponsor will be used for the permit, only include impacts to be mitigated by this sponsor.
Compensatory Mitigation Requirements: 8 -digit HUC and Basin: 03030002, Cape Fear River Basin
Stream Mitigation (credits) Wetland Mitigation (credits)
Warm Cool Cold Riparian Riverine
Riparian Non-Riverine Non -Riparian
Coastal
0.432
Mitigation Site Debited: NCDMS
(List the name of the bank to be debited. For umbrella banks, also list the specific site.
acceptance letter identifies a specific site, also list the specific site to be debited).
For NCDMS, list NCDMS. If the NCDMS
Section to be completed by the Mitigation Sponsor
Statement of Mitigation Liability Acceptance: I, the undersigned, verify that I am authorized to approve mitigation
transactions for the Mitigation Sponsor shown below, and I certify that the Sponsor agrees to accept full responsibility for
providing the mitigation identified in this document (see the table above), associated with the USACE Permittee and Action
ID number shown. I also verify that released credits (and/or advance credits for NCDMS), as approved by the USACE, are
currently available at the mitigation site identified above. Further, I understand that if the Sponsor fails to provide the
required compensatory mitigation, the USACE Wilmington District Engineer may pursue measures against the Sponsor to
ensure compliance associated with the mitigation requirements.
Mitigation Sponsor Name:
Name of Sponsor's Authorized Representative:
Signature of Sponsor's Authorized Representative Date of Signature

Conditions for Transfer of Compensatory Mitigation Credit:
• Once this document has been signed by the Mitigation Sponsor and the USACE is in receipt of the signed form, the
Permittee is no longer responsible for providing the mitigation identified in this form, though the Permittee remains
responsible for any other mitigation requirements stated in the permit conditions.
• Construction within jurisdictional areas authorized by the permit identified on page one of this form can begin only after
the USACE is in receipt of a copy of this document signed by the Sponsor, confirming that the Sponsor has accepted
responsibility for providing the mitigation requirements listed herein. For authorized impacts conducted by the North
Carolina Department of Transportation (NCDOT), construction within jurisdictional areas may proceed upon permit
issuance; however, a copy of this form signed by the Sponsor must be provided to the USACE within 30 days of permit
issuance. NCDOT remains fully responsible for the mitigation until the USACE has received this form, confirming that the
Sponsor has accepted responsibility for providing the mitigation requirements listed herein.
• Signed copies of this document must be retained by the Permittee, Mitigation Sponsor, and in the USACE administrative
records for both the permit and the Bank/ILF Instrument. It is the Permittee's responsibility to ensure that the USACE
Project Manager (address below) is provided with a signed copy of this form.
• If changes are proposed to the type, amount, or location of mitigation after this form has been signed and returned to
the USACE, the Sponsor must obtain case-by-case approval from the USACE Project Manager and/or North Carolina
Interagency Review Team (NCIRT). If approved, higher mitigation ratios may be applied, as per current District guidance
and a new version of this form must be completed and included in the USACE administrative records for both the permit
and the Bank/ILF Instrument.
Comments/Additional Conditions: A letter from NCDMS, confirming they are willing and able to accept the applicant's
compensatory mitigation responsibility, dated 10/31/2018 was included with the preconstruction notification.
This form is not valid unless signed below by the USACE Project Manager and by the Mitigation Sponsor on Page 1. Once
signed, the Sponsor should provide copies of this form along with an updated bank ledger to: 1 j the Permittee, 2) the USACE
Project Manager at the address below, and 3) the Wilmington District Mitigation Office, Attn: Todd Tugwell, 11405 Falls
of Neuse Road, Wake Forest, NC27587 (email: [e-mail]. mil). Questions regarding this form or any of the
permit conditions may be directed to the USACE Project Manager below.
USACE Project Manager: David E. Bailey
USACE Field Office: Raleigh Regulatory Office
US Army Corps of Engineers
3331 Heritage Trade Drive, Suite 105
Wake Forest, North Carolina 27587
Email: [e-mail]
Digitally signed by BAILEY.DAVID.E.1379283736
DN: c=US, o=U.S. Government, ou=DoD, ou=PKI,
ou=USA, cn=BAILEY.DAVID.E.1379283736
Date: 2018.12.04 10:45:17 -05'00' 12/4/2018
USACE Project Manager Signature Date of Signature
Current Wilmington District mitigation guidance, including information on mitigation ratios, functional assessments, and
mitigation bank location and availability, and credit classifications (including stream temperature and wetland groupings) is
available at http://ribits.usace.army.mil

Compensatory Mitigation Responsibility Transfer Form
Permittee: Piedmont Natural Gas, Attn: Ned Dietrich Action ID: SAW -2018-00885
Project Name: Piedmont Natural Gas / Line 446 / Belews Creek Pipeline County: Rockingham/Stokes
Instructions to Permittee: The Permittee must provide a copy of this form to the Mitigation Sponsor, either an approved
Mitigation Bank or the North Carolina Division of Mitigation Services (NCDMS), who will then sign the form to verify the
transfer of the mitigation responsibility. Once the Sponsor has signed this form, it is the Permittee's responsibility to ensure
that to the U.S. Army Corps of Engineers (USACE) Project Manager identified on page two is in receipt of a signed copy of this
form before conducting authorized impacts, unless otherwise specified below. If more than one mitigation Sponsor will be
used to provide the mitigation associated with the permit, or if the impacts and/or the mitigation will occur in more than one
8 -digit Hydrologic Unit Code (HUC), multiple forms will be attached to the permit, and the separate forms for each Sponsor
and/or HUC must be provided to the appropriate mitigation Sponsors.
Instructions to Sponsor: The Sponsor must verify that the mitigation requirements (credits) shown below are available at the
identified site. By signing below, the Sponsor is accepting full responsibility for the identified mitigation, regardless of
whether or not they have received payment from the Permittee. Once the form is signed, the Sponsor must update the bank
ledger and provide a copy of the signed form and the updated bank ledger to the Permittee, the USACE Project Manager, and
the Wilmington District Mitigation Office (see contact information on page 2). The Sponsor must also comply with all
reporting requirements established in their authorizing instrument.
Permitted Impacts and Compensatory Mitigation Requirements:
Permitted Impacts Requiring Mitigation* 8 -digit HUC and Basin: 03010103, Roanoke River Basin
Stream Impacts (linear feet) Wetland Impacts (acres)
Warm
Cool
Cold Riparian Riverine
Riparian Non-Riverine
Non -Riparian
Coastal
0.053
*If more than one mitigation sponsor will be used for the permit, only include impacts to be mitigated by this sponsor.
Compensatory Mitigation Requirements: 8 -digit HUC and Basin: See Comments/Additional Conditions section below
Stream Mitigation (credits) Wetland Mitigation (credits)
Warm Cool
Cold Riparian Riverine Riparian Non-Riverine Non -Riparian Coastal
0.053
Mitigation Site Debited: NCDMS
(List the name of the bank to be debited. For umbrella banks, also list the specific site.
acceptance letter identifies a specific site, also list the specific site to be debited).
For NCDMS, list NCDMS. If the NCDMS
Section to be completed by the Mitigation Sponsor
Statement of Mitigation Liability Acceptance: I, the undersigned, verify that I am authorized to approve mitigation
transactions for the Mitigation Sponsor shown below, and I certify that the Sponsor agrees to accept full responsibility for
providing the mitigation identified in this document (see the table above), associated with the USACE Permittee and Action
ID number shown. I also verify that released credits (and/or advance credits for NCDMS), as approved by the USACE, are
currently available at the mitigation site identified above. Further, I understand that if the Sponsor fails to provide the
required compensatory mitigation, the USACE Wilmington District Engineer may pursue measures against the Sponsor to
ensure compliance associated with the mitigation requirements.
Mitigation Sponsor Name:
Name of Sponsor's Authorized Representative:
Signature of Sponsor's Authorized Representative Date of Signature

Conditions for Transfer of Compensatory Mitigation Credit:
• Once this document has been signed by the Mitigation Sponsor and the USACE is in receipt of the signed form, the
Permittee is no longer responsible for providing the mitigation identified in this form, though the Permittee remains
responsible for any other mitigation requirements stated in the permit conditions.
• Construction within jurisdictional areas authorized by the permit identified on page one of this form can begin only after
the USACE is in receipt of a copy of this document signed by the Sponsor, confirming that the Sponsor has accepted
responsibility for providing the mitigation requirements listed herein. For authorized impacts conducted by the North
Carolina Department of Transportation (NCDOT), construction within jurisdictional areas may proceed upon permit
issuance; however, a copy of this form signed by the Sponsor must be provided to the USACE within 30 days of permit
issuance. NCDOT remains fully responsible for the mitigation until the USACE has received this form, confirming that the
Sponsor has accepted responsibility for providing the mitigation requirements listed herein.
• Signed copies of this document must be retained by the Permittee, Mitigation Sponsor, and in the USACE administrative
records for both the permit and the Bank/ILF Instrument. It is the Permittee's responsibility to ensure that the USACE
Project Manager (address below) is provided with a signed copy of this form.
• If changes are proposed to the type, amount, or location of mitigation after this form has been signed and returned to
the USACE, the Sponsor must obtain case-by-case approval from the USACE Project Manager and/or North Carolina
Interagency Review Team (NCIRT). If approved, higher mitigation ratios may be applied, as per current District guidance
and a new version of this form must be completed and included in the USACE administrative records for both the permit
and the Bank/ILF Instrument.
Comments/Additional Conditions: A letter from NCDMS, confirming they are willing and able to accept the applicant's
compensatory mitigation responsibility, dated 10/31/2018 was included with the preconstruction notification.
• Wetland credits may be provided in HUC 03010103, 03010104, or 03010102.
This form is not valid unless signed below by the USACE Project Manager and by the Mitigation Sponsor on Page 1. Once
signed, the Sponsor should provide copies of this form along with an updated bank ledger to: 1) the Permittee, 2) the USACE
Project Manager at the address below, and 3) the Wilmington District Mitigation Office, Attn: Todd Tugwell, 11405 Falls
of Neuse Road, Wake Forest, NC27587 (email: todd. tugwell@usace. army. mil). Questions regarding this form or any of the
permit conditions may be directed to the USACE Project Manager below.
USACE Project Manager: David E. Bailey
USACE Field Office: Raleigh Regulatory Office
US Army Corps of Engineers
3331 Heritage Trade Drive, Suite 105
Wake Forest, North Carolina 27587
Email: [e-mail]
Digitally signed by BAILEY.DAVID.E.1379283736
DN: c=US, o=U.S. Government, ou=DoD, ou=PKI,
ou=USA, cn=BAILEY.DAVID.E.1379283736
Date: 2018.12.04 10:45:33 -05'00' 12/4/2018
USACE Project Manager Signature Date of Signature
Current Wilmington District mitigation guidance, including information on mitigation ratios, functional assessments, and
mitigation bank location and availability, and credit classifications (including stream temperature and wetland groupings) is
available at http://ribits.usace.army.mil

Line 446 Wetland Impacts for the PCN
Stokes, Rockingham, and Guilford Counties
' Roanoke River Basin
** Cape Fear River Basin
Total: 2,160 21,470 21,108
0.05 0.49 0.48
Acres Acres Acres
5F in Roanoke
2287 River Basin
0.053 Acres
5F in Cape Fear
18821 River Basin
0.432 Acres
PermanentImpact-
Permanent (P)
Area within
Area within
ROW Conversion
Impact Site
Wetland ID
Lat
Long
Resource Type
Type of Impact
Notes
Temporary
Permanent
Temporary (T))
Easement (SF)
Easement (SF)
from Forested to
Non -forested (SF)
Wetland is within existing ROW.
Disturbed herbaceous assemblage
Impact Site 1
W26 *
36.27710847
-80.04999838
T
Non -Tidal
Open cut, dewatering
with a few scattered shrubs/saplings.
21160
362
0
Wetland
structure, temporary crossing
Wetland continues to northeast and
eventually directly abuts an
intermittent tributary.
Open cut, dewatering
Impact Site 5
W27 *
36.26997357
-80.0177573
P, T
Non -Tidal
structure, temporary crossing,
Wet hardwood forest. Directly abuts
0
844
844
Wetland
access clearing/ROW
conversion
Streams 22 and 23.
W*
T
Non -Tidal
HDD Bore
0
0
0
Wetland
Impact Site 9
Wet hardwood forest. Small
W20 *
36.25833145
-79.97833151
T
Non -Tidal
HDD Bore
depressional floodplain wetland.
0
1,443
1,443
Wetland
Separated from Stream 17 by
distance of —25 feet.
Open cut, dewatering
W12 **
36.25473915
-79.94785152
P, T
Non -Tidal
structure, temporary crossing,
Wet hardwood forest. Directly abuts
0
1,687
1,687
Wetland
access clearing/ROW
Stream 7.
conversion
Non -Tidal
Access clearing/ROW
Wet hardwood forest. Directly abuts
Impact Site 15
W10/11 **
36.25468143
-79.94759674
p
Wetland
conversion
Stream 7.
0
172
172
Open cut, dewatering
W9 **
36.25445242
-79.94741603
P, T
Non -Tidal
structure, temporary crossing,
Wet hardwood forest. Directly abuts
0
1,118
1.118
Wetland
access clearing/ROW
conversion
Stream 7.
HDD Bore. Wetland in project
corridor is a wet hardwood forest
Non -Tidal
community. Wetland in existing
Impact Site 17
W617 **
36.25035371
-79.9367198
P
ROW conversion
ROW is a beaver pond consisting of
0
10.258
10,258
Wetland
open water and mixed
herbaceous/scrub-shrub vegetation.
Directly abuts Streams 3, 4, and 5.
Open cut, dewatering
Impact Site 18
W5 **
36.24824553
-79.93156634
P, T
Non -Tidal
structure, temporary crossing,
Wet hardwood forest. Directly abuts
0
4,221
4,221
Wetland
access clearing/ROW
Stream 2.
conversion
WX **
T
Non -Tidal
ROW conversion
0
1,251
1,251
Wetland
Impact Site 19
W1 **
36.23991632
-79.92456802
P, T
Non -Tidal
Access clearing/ROW
Wet hardwood forest. Directly abuts
0
114
114
Wetland
conversion
Stream 1.
' Roanoke River Basin
** Cape Fear River Basin
Total: 2,160 21,470 21,108
0.05 0.49 0.48
Acres Acres Acres
5F in Roanoke
2287 River Basin
0.053 Acres
5F in Cape Fear
18821 River Basin
0.432 Acres

Line 446 Stream Impacts for the PCN
Stokes, Rockingham, and Guilford Counties
* Roanoke River Basin Total: 0 1193.2
** Cape Fear River Basin Feet Feet
^ Subject to Jordan Lake 50 -foot buffer rule
Avg
Length Within
Length Within
Permanent (P)
Avg TOB
Impact Site
Stream ID
Stream Name
Lat
Long
or Temporary
Perennial (P) or
Width
Bank
Impacts
Notes
Temporary
Permanent
Intermittent (1)
Height
Easement
Easement
(T)
(ft)
(ft)
(ft)
(ft)
Impact Site 3
S26
Unnamed Trib of
36.27514545
-80.03027276
T
P
15
5
Open cut, dewatering structure,
0
67.5
Belews Crk *
temporary crossing
Impact Site 4
S21
Unnamed Trib of
36.27286359
-80.02200739
N/A
1
3
2
Bore - no impact
0
0
Belews Crk
Impact Site 6
S25
Unnamed Trib of
36.26525844
-80.0097791
T
P
25
5
Open cut, dewatering structure,
Highly disturbed by cattle.
0
68.3
Belews Crk *
temporary crossing
Impact Site 7
S20/S35
Unnamed Trib of
36.260359
-79.999276
T
P
15
7
Open cut, dewatering structure,
0
96.9
Belews Crk *
temporary crossing
Impact Site 8S19
Unnamed Trib of Little
36.25866886
-79.98991995
T
P
14
7
Open cut, dewatering structure.
0
77
Ho ans Crk *
temporary crossing
S16
Unnamed Trib of
36.25839645
-79.97866651
N/A
P
3
3
Bore - no impact
0
0
Impact Site 9
Ho ans Crk
S17
Unnamed Trib of
36.25832381
-79.97843172
N/A
P
6
6
Bore - no impact
0
0
Ho ans Crk
Upper reach in existing ROW is
Impact Site 10
512
Unnamed Trib of
36.25912529
-79.97224976
T
P
8
6
Open cut, dewatering structure,
intermittent. Lower reach in
0
126.3
Hogans Crk *
temporary crossing
forested area is perennial.
Impact Site 11
S13
Unnamed Trib of
36.25896925
-79.96886502
T
P
12
2
Open cut, dewatering structure,
0
60.9
Ho ans Crk *
tempora crossing
Impact Site 12
S14
Unnamed Tribof
36.25897358
-79.96767842
T
1
7
4
Open cut, dewatering structure,
0
96.9
Ho ans Crk *
temporary crossing
Impact Site 13
S33
Unnamed Trib of
36.259739
-79.962679
T
P
20
8
Open cut, dewatering structure,
0
79.1
Ho ans Crk *
temporary crossing
S34
Unnamed Trib of
36.261515
-79.955965
T
20
15
Open cut, dewatering structure,
Flows to S32 via Hwy 68 culvert.
0
62.8
Impact Site 14
Ho ans Crk *
temporary crossing
S32
Unnamed Trib of36.261509
-79.954914
T
6
7
Open cut, dewatering structure,
Flows from culvert under Hwy 68.
0
103.3
Ho ans Crk *
temporary crossing
Impact Site 20
S31
Unnamed Trib of
36.26179
-79.954757
N/A
P
9
5
No new impact
Existing culvert
0
0
Ho ans Crk
Impact Site 15
S7/8 A
Unnamed Trib of
36.25467754
-79.94766573
T
P
4
3
Open cut, dewatering structure,
0
91.9
Troublesome Crk **
temporary crossing
Impact Site 16
S6 A
Unnamed Trib of
36.25223873
-79.94185597
T
p
6
4
Open cut, dewatering structure,
0
96.2
Troublesome Crk **
temporary crossing
S5
Unnamed Trib of
36.25057158
-79.93738176
N/A
1
7
3
Bore - no impact
Upper reach in existing ROW is
0
0
Troublesome Crk **
impounded by beaver dam.
Impact Site 17
34
Unnamed Trib of
79.93689481
-79.93712622
N/A
1
8
3
Bore - no impact
0
0
Troublesome Crk **
S3 A
Troublesome Crk **
36.25032582
-79.93689481
N/A
P
15
4
Bore - no impact
Upper reach in existing ROW is
0
0
impounded by beaver dam.
Impact Site 18
S2/S29 A
Unnamed Trib of
36.24830449
-79.93197609
T
3
1
Open cut, dewatering structure,
Culvert road crossing between
0
60.4
Troublesome Crk **
temporary crossing
S2a and S29a.
Impact Site 19
S1 A
Unnamed Trib of Haw
36.24004255
-79.9247786
T
P
3
1
Open cut, dewatering structure,
Culvert road crossing between S1 i
0
105.7
River **
temporary crossing
and S1'.
* Roanoke River Basin Total: 0 1193.2
** Cape Fear River Basin Feet Feet
^ Subject to Jordan Lake 50 -foot buffer rule

Line 446 Lake/Pond Impacts for the PCN
Stokes, Rockingham, and Guilford Counties
Area within
Area within
Permanent (P) or
Permanent
Impact Site
Wetland ID
Lat
Long
Resource Type
Type of Impact
Notes
Temporary
Temporary (T)
Easement
Easement (SF)
(SF)
Belews
Impact Site 2
36.276229
-80.039101
N/A
Lake
Bore
HDD Bore
0
0
Lake
Impact Site 9
Pond 4
36.258386
-79.97916
N/A
Pond
Bore
HDD Bore
0
0

LEGEND
Looe
ED TEMP—CON-10
el\TEExLEGa­ o
o DM—DIS—E _wD-
o-I-E�xGGa - EE c_
M.. sl\ I-E­ EE
o sl\T�DD
Msl\TE NLETeaD,ELDDN n
.ME sEGIMExTDE axG o
MT. T Poa ar N LaD Ix
o SoaEauxG
Q Taexcx eaEAxEa ®
GRAPHIC SCALE (IN FEET) — ______ ♦ �\,/ , \
- �
oM11e-11Tii
eeaMnxExTseEowc Q
_ -.♦v, ; I � I � � � I � --- � f � I / i ; � , v '
1inch=100 R. / '
El
♦\``` _ --♦� �'�'i
MT
MPox a, �EMExT
-\\
---" ; `\ – _ \ -- - - - - _
l
1
PEaMnxNrt En1%'D_ ®
Txaoucn wa
_ ,_-c--
\I 1 `♦ __ \♦ / 1 l I \I - _ __-
\ _ \ — f � , \` \ _ �1I,—
-`, I \\
"TIxGSmEnM
THROUGH FASEMUlT
�♦ I \� ; \, _______
_-' , / , — ' \ ��- a' I - - - - -
I / /
�/
_____________
_ \ � �♦ �__` �\ — ,_____ �_-�_ i i / ' � �� ___ / _ \\ II...... \ \ `♦ it i / 1 ` 4\ C 1 OI p �� /
_,- •.__ `\� ___ I / _'�� \\` ` �/ I I/ / \�y pW ` ',\\\]'\
_ _- �__ >,,,♦�__� \ � _,� �s ____ -- \ i ♦ \ ` 1 r , i a IA \N \SII
♦ \ I
`
♦ . ♦
ice_-. \ \
—--------- / . = ^ 1 >I /yam ---TT --- Yo lo
, _
_ -- - Fly
i
\
\\ �--- ---', \,`. \♦`\ ;\ __ - __ ' //' '�� `� ' ,�.—' i/ _l �_ j �: - - -- ` - _J,e�,'// _ _--__ _ T Imo' , ; �I i �I ' i I
,
i I
------------
1\
/ 1
_
\
I 1 II I
_ I
- - --
' WETLAND 26B —.'— --'
_ __ \ SND r \\ TEMPORARY / _ _
- _ \ E kA 6A11 \\ RUCTION O \`
b. \\• `` �p♦ \\ WETLAND�613 EASEMENT TEMPORARY \ — �8''_ / \ 0`\\ $F O 11 -
/ ` v ,' ' / ._
,"98 �. \ O `v O v
\ yP / / % ;. v `. 1 ; -- IMPACT: TEMPORARY ' ... la Rlti
CROSSING USING MATS
OPOSEDFIG SF PROPOSLj + N
u \
\_'
m ,
RECEIVER(\$kiD� PERAANENjl N8A5--,,_N
SITE
-R
S$B �e At p-
' �� v '(
\ _ --
DR)LL�
\
Y
(STING GRAVELM
PARKING AREA Y Y
,
\
-------------- ''-///
bING
I I
I '
SB - eo 5 JN �P �s,
I — — — — / , '---- EXP CT;D rtF�l A _-------
;� TGE
/p — e°�o i� �(ST/�20+A0-i��44)ID,6jET# \o �p� --�_ ��-----
----'"-------�.
vvE 4'By4CKl S ;
-" - - -------- _-_-- ,8&5pf' /�� �'I I > e$,
- - DSaUE �OSIVS f�� ILS
- ---' 82j
yl-
DUDE iNE�+Y¢S� � � �
/\
-' 'ROY�I/�7Q % - -
— ---- �- — --♦_ / / \ \ / ' \ 1 ' _-------------
_ // —---
-'
JIAILROAD SPUR --- _ ----- OSD-GAS �— /8e\`_------- PROP(/
\
I TRACKS / _ / TAMP _-------
i 40! LINE -- / / /------
/ _
' /--EASEMENT
Y/i e,,-----" v/ / WETLAND 26A eip \\ \ \\ \`\ \\ \ \ \\ '-------'
PERMANENT EASEMENT
TEMPORARY IMPACT: \ ao
_-'----�__
OPEN CUT FOR GAS LINE,
/// /
--------- DEWATERING STRUCTURE
/
♦�(
in o/' / \ �� // ; / ',' // N
`1 / ' ' W N
l
W fP W CD c4 ry {M1 {{{Nyyyy \ 1 / i I
__ Y / F
' --/ / ; I ' %// _ rn
;.—C/ONST,RUCt10N
- _ ---- \ / / ,r I
; ;
_� ' ; . ' / , ;; '/--ACC�SALWNG f Q
_, //;
---- ------ _ --- _ ) I _ > \; \ (/ / / _ /---EXfSTfFIGjRO%1W a
\ : 'III , i / / - / / `\ \ l ' \ \ `♦ ' - ------
,, , -------- ----------- ,
PROPRIETARY & CONFIDENTIAL ALL RIGHTS RESERVED • DO NOT SCALE THIS DRAWING • USE DIMENSIONS ONLY
REF. DWG(S)
PIEDMONT'S NATURAL GAS FACILITY DRAWINGS ARE CONSIDERED CONFIDENTIAL (OM-1095)' DRAWING IS CURRENT ONLY THROUGH THE LATEST REVISED DATETO INSURE THERE IS NO RISK OF
PNG-G-446-0001008
INAPPROPRIATE DISCLOSER ALL PREVIOUS PAPER COPIES OF THIS DRAWING MUST BE DESTROYED IN ACCORDANCE WITH RECORDS & INFO. MANAGEMENT (RIM) POLICY 1001
PNG-G-446-0001009
`=OQ'�FESS/° �9'
4 -
I-
W
420
NO DATE
REVISION(S) DESCRIPTION BY
CHK
APPD
DESCRIPTION
APPROVALS
I F%dmorrt
'Natural
LINE 446 — B E L E W S CREEK PIPELINE
SHEET 67 OF 90 DWG SCALE: AS SHOWN
0 09/21/18
ISSUED FOR CONSTRUCTION JKC
CPD
WKG
AREA CODE
9335
E
SIGNATURE/INITIPLS
REGIONAL
ENGINEER
DWG DATE 09/21/18 SUPERCEDED
1 10/02118
ISSUED FOR CONSTRUCTION REVISION JKC
CPD
WKG
ACCOUNT NUMBER
010]000
n21
Gas
EROSION CONTROL PLAN
PROJECT NUMBER
1626546
NATURE/wm
'!!>GINEE•�
MGR TECH
DRAWING NUMBER
REVISION
DRAWING BY
CPD
.. ,=
KEITH
REC&STD
COPYRIGHT 2014 PIEDMONT NATURAL GAS CORP.
STOKESDALE NC
f
C— 446— 0001062
1
CHECKED BY
CPD
DATE
SIGNATURE 1114— WKG
�G
PRINCIPAL
,
CORP. OFFICE 4720 PIEDMONT ROW DRIVE
RESOURCE CENTER REIDSVILLE
APPROVED BY
WKG
PING-DISCIPLINE-RESOURCE CENTER-NUMBER
10/02/2018
�U
ENGINEER
CHARLOTTE, INC 28210

LEGEND
L21M
ED TEMP—CON-10EN­
GI­EGR­ o
o 1IN—OIG—E _wD-
o -I-E HnG - EE c_
0 511I-EaT- o
0 511TPoGH
MsI1TEGGHINLETPROTEGRGN n
.ME sEOIMEx.nT ERx G o
MT. .N Poa ar �MGaG Ix -
®.NPoaa.W uxoRlxG =,
Q .Rexcx
o T PoaN� aExGHRxGc>--
______- GRAPHIC SCALE (IN FEET)
-- -- --_-_ : --
vERMnxExTSEEowc
1 inch= 100 fl.
crvuo cox TETRxcxwr lT
OPoRiPBLE To T
TEMFlMNtYE45EMENi
iHRauGx WEnnNo
�`____ `"`
-'
' _.•�' tl^. 1 \II \ , —___ i '/'/ i "� // / I
- �_ I
TIROUGN WETNNO
TxROUGx
/
/.x'o.e�/.
FASEMENi
"______ ——
___ .'---
— —
--- — — — — —
I
N e m l', �1 N o a Q �� _� pUlE1= ENERGY' CIi ANb GRAB FULL PJERMANENT Iv
�'
m m m P 1v / - AOW'2_7�_6'— /PA�REMtkT 29+00-LAIEE).1NSTAtL. A �`r`rvA `v 'v v v v
---
11� i� V '1 , / —' ,(STA v\Vw
----' °° 'i II - -1115 — ------ 'SILT FENCE AS-THE AREA 1S CLEARED;
I ,
1
----- - INSTALL SLOPE BREAKEkS AT E/t BAI�S�
'I
-- -
//15
------'; A ` '` 1 1 �' 4 5 ; ----- INSTAL ME ICA /I XC OR BURL �
/ A h I I 1 IMPACT SITE 2:
' `v
/ I -I FIBERNET OR ENGINE,BR APPROVES' i / ' i 1 ''1 v A VAA v BELEWS LAKE
EQUIVALENT AND AP ROVED -SEED'
' MIXTURE SOON AB PIISSIB R'
AS
�
--
I I , / / , WITHIN 7 DA ---------------- -
—__--_' � ' •
I
b_
- - — -- — _ -- ---
-��'=�¢-'1,'11iTi
1\\1 �\1\\i�rl,:�,
/— — '- -' --_-------
---
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/ 155 -----
------ --- --"' -------
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_ / 4RMANENTI / ----- ----- --' /~l-
b o o �' %' / b/; ' a \\\\\ b b -' -_; _ o.
0 a-, _ /' o o e� I o o o o
Q-' --'o /o,% -6----a' =',g 1''''; -/' /;;; o 0 0 \ o\ { \ o -Q_------o o -- - _
--I' 0%*' +' : / i : i ' + + + — + \ \+ + + + + ----+-----
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/ 1 I 1 /
, I\
lttEXIT------ 1 II 1 S
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'I 10R¢Pb$lb
ry0
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I — � flEL� $ iAIZF— -------�-------,
_ � — — — — — —
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to
W
=+
Wcq
WN
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W
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N N
W N
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J f
to
f=1
Q
PROPRIETARY & CONFIDENTIAL ALL RIGHTS RESERVEDDO NOT SCALE THIS DRAWING • USE DIMENSIONS ONLY
REF. DWG(S)
PIEDMONT'S NATURAL GAS FACILITY DRAWINGS ARE CONSIDERED CONFIDENTIAL (OM-1095)' DRAWING IS CURRENT ONLY THROUGH THE LATEST REVISED DATE' TO INSURE THERE IS NO RISK OF
PNG-G-446-0001008
�.��N
INAPPROPRIATE DISCLOSER ALL PREVIOUS PAPER COPIES OF THIS DRAWING MUST BE DESTROYED IN ACCORDANCE WITH RECORDS & INFO. MANAGEMENT (RIM) POLICY 1001
PNG-G-446-0001009
`=pQ'�FESS/°
4 -
NO DATE
REVISION(S) DESCRIPTION BY
CHK
APPD
DESCRIPTION
APPROVALS
LINE 446 — B E L E W S CREEK PIPELINE
SHEET 68 OF 90 DWG SCALE: AS SHOWN
0 09/21/18
ISSUED FOR CONSTRUCTION JKC
CPD
WKG
AREA CODE
9335
E
SIGNATURE/INITIPLS
REGIONAL
ENGINEER
DWG DATE 09/21/18 SUPERCEDED
II--
W�n420
' I Piedmont
EROSION CONTROL PLAN
1 10/02118
ISSUED FOR CONSTRUCTION REVISION JKC
CPD
WKG
ACCOUNT NUMBER
0107000
PROJECT NUMBER
1626546
-TUREIwn'lus
MGR TECH
DRAWING NUMBER
REVISION
%!!>•
Natural Gas
1G INEE ,. 144447777,
..`=
KEITH
REC&STD
COPYRIGHT 2014 PIEDMONT NATURAL GAS CORP.
STOKESDALE NC
f
PNG-C-446- 0001063
0
DRAWING BY
CPD
CHECKED BY
CPD
°ATE
SIGNATURE 1114— WKG
PRINCIPAL
" /III 111111\\`\ ,
CORP. OFFICE 4720 PIEDMONT ROW DRIVE
RESOURCE CENTER REIDSVILLE
APPROVED BY
PING-DISCIPLINE-RESOURCE CENTER-NUMBER
09/21/2618
WU'\ v
ENGINEER
CHARLOTTE, NC 28210

LEGEND---
________ _. \`.�.
--------------------
CisSS `_ \`.`.`.`.
_ ,''------- ------------- I , I '' PROPOSEd ACR _�
;i; i «l «l %: / '
" ' ; ' P,1tOPb$ b[iAIN PIP'`,
L21M
ED TEMP—CONE,A��TIR,EN�x ®
El�r�xcE�<x p
---- _ - i/ r _--- p \
'' /%''' ='" - - - -' '" ---
; ; ---- ''%/ _------'"'� -- --__ %''''///; /,%. ROAOTO BE CLEAiiF 1 v I5FFCZI T10�tAt
';"-------', GRADED -�
o1IM—DIS,uxN�E _wD-
';; ; / ::,-------'"''�--------' /-; ; '.',� GRUBBED 8
/ ; ,= ; ,, / , .-"--_---,' ; / ;-----------, - _ \ `,'gwa+�E
F.71cl rcoax rPox n
R S.—T11-1 c ER
;� %'-" '
' l (' / i' %fir ' % // / (PROPOSED ACCESS,'
/ r '
MT.T DxRr �NDxDM IN
1
_- ' I I i ROAD CL�/►RING,A - __- -
; HERE
IGRAbING'ENDS
—
GRAPHIC SCALE FEET) _ 1 „ `I \ `I I II 'I `I\1\\ ` `. _�1—\ _ _________,
nE rErwPoxravTxexcx Ruc O
mu _ ---_ \`\.\\` I \i _
__--"-
---------- -
\ {LADING / ft �
-----`. `.. �. '-----� 1 , �l ;I 'I \ �` \\ �`, � 'FOR PROPOSED G /
PxMNExTSEEo1xc----
� O
G DxExEETxxDxw xDMT
1 mon=loo e. �, \. .� _ - - I I'1 _, __ _ � _,, ---------
MODIFICATION§
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SHEET
DPox x, EMExr
`.; .; _. / , ,_ -` ;;; ` `. \ ------ la __---- --
,xRox�xE�EMExT
-, - �
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IMPACT SITE 2 -- --'
BELEWS LAKE b'Sze - - - -
��Oi.O^y��-----------
----------� r __
p
EXIS�1
- - - - __________________
4iCCFSS/Ff0/(P; %r -T `''- '// //9°�h -_
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PO - -
- \---------
J)R DEWATERMIG
\
STCtt1CTURGi,�gU1PNENT ;� ,. --
BELEWS LAKE ,,,'`. I I\ 1_ =,-`c F 1 - _ -------------------''_- -- ' --`-___ _ _--- _-
- -,\ `r�'I \ ` \ \ \ \\ --- -- -
"
- _ _
HODCROSSING - --" ---- - ----
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\
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pROPOSED
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ILT FENCE AS THE AREA IS '
r
---------'----' CLEARED. INSTALL SLOPE-- `
-----------
---------
BREAKERS/WATER BARS INSTALL
-' AMERICAN EXCELSIOR CURLEX 1
FIBERNET OR ENGINEER APPROVED '-` ---
EQUIVALENT AND APPROVED SEED --------"-
\ ,/
\ `�-_
MIXTURE AS SOON AS POSSIBLE OR
WITHIN 7 DAYS. ------------
W
r
W�
W
=+
NN7
W1D
No
Za
wao
�F
z
Uy
J~
Q
rL
Q
PROPRIETARY & CONFIDENTIAL ALL RIGHTS RESERVEDDO NOT SCALE THIS DRAWING • USE DIMENSIONS ONLY
REF. DWG(S)
PIEDMONT'S NATURAL GAS FACILITY DRAWINGS ARE CONSIDERED CONFIDENTIAL (OM-1095)' DRAWING IS CURRENT ONLY THROUGH THE LATEST REVISED DATE' TO INSURE THERE IS NO RISK OF
PNG-G-446-0001008
INAPPROPRIATE DISCLOSER ALL PREVIOUS PAPER COPIES OF THIS DRAWING MUST BE DESTROYED IN ACCORDANCE WITH RECORDS & INFO. MANAGEMENT (RIM) POLICY 1001
PNG-G-446-0001009
ESS/° i�,
4 -
NO DATE
REVISION(S)DESCRIPTION BY
CHK
APPD
DESCRIPTION
APPROVALS
LINE 446 - BELEWS CREEK PIPELINE
SHEET 69 OF 90 DWG SCALE: AS SHOWN
0 09/21/18
ISSUED FOR CONSTRUCTION JKC
CPD
MG
AREA CODE
9335
TE
SIGNATURE/INITIPLS
REGIONAL
ENGINEER
DWG DATE 09/21/18SUPERCEDED
��n2201
'�p�
�Vdmorrt
RaWral
EROSION CONTROL PLAN
10/02/18
ISSUED FOR CONSTRUCTION REWSION JKC
CPD
WKG
ACCOUNT NUMBER
0107000
PROJECT NUMBER
1626546
NATURE/wm
MGR TECH
DRAWING NUMBER
REVISION
Gas
IHEE•�
r„KEITH
REC&STD
COPYRIGHT 2014 PIEDMONT NATURAL GAS CORP.
STOKESDALE NC
f
PNG-C-446- 0001064
1
DRAWING BY
CPD
CHECKED BY
CPD
DATE
SIGNATURE1114— WKG
PRINCIPAL
,
CORP. OFFICE 4720 PIEDMONT ROW DRIVE
RESOURCE CENTER REIDSVILLE
APPROVED BY
WKG
PING-DISCIPLINE-RESOURCE CENTER-NUMBER
10/02/2018
�U,.''\kG
ENGINEER
CHARLOTTE, INC 28210

LEGEND
rEMPcw/rccNx,axcMEN— ®
'--� A P OP .,
�-
\- 'ACCESS
sar�xcEw xou p
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PNG-G-446-0001008
INAPPROPRIATE DISCLOSER ALL PREVIOUS PAPER COPIES OF THIS DRAWING MUST BE DESTROYED IN ACCORDANCE WITH RECORDS & INFO. MANAGEMENT (RIM) POLICY 1001
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CPD
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9335
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DWG DATE 09/21/18 SUPERCEDED
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PNG-G-446-0001008
INAPPROPRIATE DISCLOSER ALL PREVIOUS PAPER COPIES OF THIS DRAWING MUST BE DESTROYED IN ACCORDANCE WITH RECORDS & INFO. MANAGEMENT (RIM) POLICY 1001
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SHEET 72 OF 90 DWG SCALE: AS SHOWN
0 09/21/18
ISSUED FOR CONSTRUCTION JKC
CPD
WKG
AREA CODE
9335
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SIGNATURE/INITIPLS
REGIONAL
ENGINEER
DWG DATE 09/21/18 SUPERCEDED
1 10/02/19
ISSUED FOR CONSTRUCTION REVISION JKC
CPD
WKG
ACCOUNT NUMBER
0107000
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*
Gas
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PROJECT NUMBER
1626546
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DRAWING NUMBER
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SIGNATURE/INm WKG
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SHEET 73 OF 90 DWG SCALE: AS SHOWN
0 09/21/18
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AREA CODE
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SIGN4TURE/INITIPLS
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DWG DATE 09/21/18 SUPERCEDED
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PIEDMONT'S NATURAL GAS FACILITY DRAWINGS ARE CONSIDERED CONFIDENTIAL (OM -1095)' DRAWING IS CURRENT ONLY THROUGH THE LATEST REVISED DATE' TO INSURE THERE IS NO RISK OF
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C?RO4''%,
INAPPROPRIATE DISCLOSER ALL PREVIOUS PAPER COPIES OF THIS DRAWING MUST BE DESTROYED IN ACCORDANCE
WITH RECORDS & INFO.
MANAGEMENT (RIM) POLICY 1001
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`=OQ;�F-e"/O i�,
4 -
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AREA CODE
9335
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SIGNATURE/INITIPLS
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DWG DATE 09/21/18 SUPERCEDED
1 10/02/18
ISSUED FOR CONSTRUCTION JKC
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ACCOUNT NUMBER
010]000
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PROJECT NUMBER
162654620
NATURE,wm
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NUMBER
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GAS CORP.
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f
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— 0001069
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SIGNATURE1114— WKG
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ROW DRIVE
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10/02/2018
WA lllkG
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LEGEND
_______
I
A
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PNG-G-446-0001008
INAPPROPRIATE DISCLOSER
ALL PREVIOUS PAPER COPIES OF THIS DRAWING
MUST BE DESTROYED IN ACCORDANCE WITH RECORDS & INFO. MANAGEMENT (RIM) POLICY 1001
PNG-G-446-0001009
`=OQ'�FESS/° �9'
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NO
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SHEET 75 OF 90 DWG SCALE:
AS SHOWN
0 09/21/18
ISSUED FOR CONSTRUCTION JKC
CPD
WKG
AREA CODE
9335
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SIGNATURE/INITIPLS
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DWG DATE 09/21/18 SUPERCEDED
1 10/02/19
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ACCOUNT NUMBER
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n421 20
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REC&STD
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C- 446- 0001070
1
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SIGNATURE1114—
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10/02/2018
�U
ENGINEER
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LEGEND
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PROPRIETARY & CONFIDENTIAL ALL RIGHTS RESERVEDDO NOT SCALE THIS DRAWING • USE DIMENSIONS ONLY
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PIEDMONT'S NATURAL GAS FACILITY DRAWINGS ARE CONSIDERED CONFIDENTIAL (OM-1095)' DRAWING IS CURRENT ONLY THROUGH THE LATEST REVISED DATE' TO INSURE THERE IS NO RISK OF
PNG-G-446-0001008
INAPPROPRIATE DISCLOSER
ALL PREVIOUS PAPER COPIES OF THIS DRAWING MUST BE DESTROYED IN ACCORDANCE
WITH RECORDS & INFO. MANAGEMENT (RIM)
POLICY 1001
PNG-G-446-0001009
`=OQ'�FEss /°
4 -
NO
DATE
REVISION(S) DESCRIPTION BY
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APPD
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ey���p�
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SHEET 76 OF 90 DWG SCALE: AS SHOWN
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WKG
AREA CODE
9335
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SIGN4TURE/INITIPLS
REGIONAL
ENGINEER
DWG DATE 09/21/18 SUPERCEDED
10/02/19
ISSUED FOR CONSTRUCTION REWSION JKC
CPD
WKG
ACCOUNT NUMBER
0107000
n201
Gas
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PROJECT NUMBER
1626546
—RE/wm
DRAWING NUMBER
REVISION
l�.e IHEE•�
MGR TECH
DRAWING BY
CPD
..�,.`=
„KEITH ,
REC&STD
COPYRIGHT 2014 PIEDMONT NATURAL GAS CORP.
STOKESDALE NC
f
PNG-C-446- 0001071
1
CHECKED BY
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GnTe
slcNnTURE/wmus WKG
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PRINCIPAL
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APPROVED BY
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PING-DISCIPLINE-RESOURCE CENTER-NUMBER
10/02/2018
�U
ENGINEER
CHARLOTTE, INC 28210

LEGEND
Looe
ED TEMP—CON-10
e11 CEG DW o
o 1IN—DE—E _wD-
o -IENCE - EE C_
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SO; PROPOSED \
--PERMANENT M �/ IMPACT SITE 12: \
\ __
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REAM 14
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-
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1
I
1 1
PROPRIETARY & CONFIDENTIAL ALL RIGHTS RESERVEDDO NOT SCALE THIS DRAWING • USE DIMENSIONS ONLY
REF. DWG(S)
PIEDMONT'S NATURAL GAS FACILITY DRAWINGS ARE CONSIDERED CONFIDENTIAL (OM-1095)' DRAWING IS CURRENT ONLY THROUGH THE LATEST REVISED DATE' TO INSURE THERE IS NO RISK OF
PNG-G-446-0001008
INAPPROPRIATE DISCLOSER ALL PREVIOUS PAPER COPIES OF THIS DRAWING MUST BE DESTROYED IN ACCORDANCE WITH RECORDS & INFO. MANAGEMENT
(RIM) POLICY 1001
PNG-G-446-0001009
`=OQ'�FESS/°
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APPD
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�yy�p�
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'Natural
LINE 446 — B E L E W S CREEK PIPELINE
SHEET 77 OF 90 DWG SCALE: AS SHOWN
0 09/21/18
ISSUED FOR CONSTRUCTION JKC
CPD
WKG
AREA CODE
9335
E
SIGN4TURE/INITIPLS
REGIONAL
ENGINEER
DWG DATE 09/21/18
SUPERCEDED
1 10/02/18
ISSUED FOR CONSTRUCTION REVISION JKC
CPD
WKG
ACCOUNT NUMBER
0107000
n420
Gas
EROSION CONTROL PLAN
PROJECT NUMBER
1626546
-TURE/wRlus
INEE•�
MGR TECH
DRAWING NUMBER
REVISION
DRAWING BY
CPD
..�,\`=
„KEITH
REC&STD
COPYRIGHT 2014 PIEDMONT NATURAL GAS CORP.
STOKESDALE NC
f
PNG-C-446-
0001072
1
CHECKED BY
CPD
GnTe
slcruTURE/wmus WKG
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1111111\\,
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APPROVED BY
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CENTER-NUMBER
10/02/2018
�U
ENGINEER
CHARLOTTE, NC 28210

LEGEND
Looe
ED TEMP—CON-10
FF'Cqe�T�xLeG�eLKDN� o
o GN—DI-RE-E _wD-
oEE:E-Exc_
IE. -I-EaT- o
M.. s"..
MsLTED�xNLETexGRLDON n
.ME sEOMEx.N xxD o
MT. .NPox xr �NLxD 1x
®.NPoxx.Rxoslxc =,
® sD�xxR�Ex
Q .xexcx E—NE. ®
o.DwTxexLxRxD o
GRAPHIC SCALE (IN FEET)
r .
oxx�e�xex. ii
eeaxnxExrseEowc Q
cMDT =1000.
LoxcxeTTTa xwr lT
MT Lx. x E.DI�,Tj
LL
.ENT
TMeLxLx�eNexT
0
sF 40' TEMP
pp EASEMENT
308% �x
op
m a m
pG
34 ���oe
y O
mmC�9
op
p
o
9
NA r, p�o3°my
NA 7p A$
`1 ) -- -- 00 �
t0
wym a y A
a� N r N '� '� m
v
--- , S AM 33 a
- --- Il a (SERE L)
/ TEMPORAR PACT:
-$
y a - G
I„
m Z J Oz
OPEN CUT FOR G\
O e
2 9 m
- -- LINE, DEWATERING PROPOSED
�1\
STRUCTPRE, PERMANENT
_ ------ `�� x \\, A EQUIPMENT Vim\
d
r.5,` \ 1 CROSSING/MAT PLOP GAS
-- "too PLACEMENT L
O
O
O
a�
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o 00
Fro _w
g3�1
a
-- \ IMPACT, SITE I3:
S SEA~ F�'
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i \
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— �,gy0 riX
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NOIMPA�T
i.%
i
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--------------
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'---------, ,
-
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PF
F
100
i
PROPRIETARY & CONFIDENTIAL ALL RIGHTS RESERVEDDO NOT SCALE THIS DRAWING • USE DIMENSIONS ONLY
REF. DWG(S)
PIEDMONT'S NATURAL GAS FACILITY DRAWINGS ARE CONSIDERED CONFIDENTIAL (OM -1095)' DRAWING IS CURRENT ONLY THROUGH THE LATEST REVISED DATE' TO INSURE THERE IS NO RISK
OF
PNG-G-446-0001008
INAPPROPRIATE DISCLOSER ALL PREVIOUS PAPER COPIES OF THIS DRAWING MUST BE DESTROYED IN ACCORDANCE WITH RECORDS & INFO. MANAGEMENT (RIM) POLICY 1001
PNG-G-446-0001009
`=OQ'�FESS/°
4 -
NO
DATE
REVISION(S) DESCRIPTION BY
CHK
APPD
DESCRIPTION
APPROVALS
Piedmorrt
LINE 446 — B E L E W S CREEK PIPELINE
SHEET 78 OF 90 DWG SCALE: AS SHOWN
0 09/21/18
ISSUED FOR CONSTRUCTION JKC
CPD
WKG
AREA CODE
9335
E
SIGNATURE/INITIPLS
REGIONAL
ENGINEER
DWG DATE 09/21/18 SUPERCEDED
10/02/19
ISSUED FOR CONSTRUCTION REWSION JKC
CPD
WKG
ACCOUNT NUMBER
0107000
n21 201
1111Natural Gas
EROSION CONTROL PLAN
PROJECT NUMBER
1626546
NATURE
MGR TECH
DRAWING NUMBER
REVISION
!!>GINEE•�
DRAWING BY
CPD
..�,.,=
„ KEITH
REC&STD
COPYRIGHT 2014 PIEDMONT NATURAL GAS CORP.
STOKESDALE NC
f
PNG- C - 446 - 0001073
1
CHECKED BY
CPD
DATE
10/02/2018
ElGruTUREII-- WKG
�U �G
PRINCIPAL
ENGINEER
,
CORP. OFFICE 4720 PIEDMONT ROW DRIVE
CHARLOTTE, INC 28210
RESOURCE CENTER REIDSVILLE
APPROVED BY
PNG-DISCIPLINE-RESOURCE CENTER -NUMBER

LEGEND
Looe
ED E""� ®
:`�—EDE
Sl--- E
STREAM 32 CROSSING NOTES:
Lo_o LIM—DIE,DeaN/DE -LDD_
1. MATS WILL BE PLACED ACROSS THE STREAM TO CREATE WORKSPACE WHILE
Ms,LTFENDE'TFRE "DD _ sF L
-1 s,L
THE BORE UNDER THE ROAD IS INSTALLED.
M.. SllI DEa T EE
2. ONCE THE BORE IS COMPLETED, THE CROSSING UNDER THE STREAM WILL BE
F.71s,LT ori,"�TeDo,ELDD" (1
CLEAR AND GRUB FULL PERMANENT EASEMENT (USE CONSTRUCTED.
seD, E"TNLE"ED p
HAND TOOLS WITHIN 10' OF STREAM). INSTALL SILT
F.71 TE,w—C"DSSIND
FENCE AS THE AREA IS CLEARED. INSTALL SLOPE
BREAKERS/WATER BARS. INSTALL AMERICAN
"Ea<E"
® sLDR"0
EXCELSIOR CURLEX I FIBRENET OR ENGINEER
F7
TR"'ol+a".IaE"L"RDD o
CO11-1E1T V/
APPROVED EQUIVALENT AND APPROVED SEED GRAPHIC SCALE (IN FEET)
MIXTURE AS SOON AS POSSIBLE OR WITHIN 7 DAYS.
/
ONCE THE PIPELINE IS INSTALLED, THE CURLEX AND mon=looft.
o"CD ET"DL"w "DDT 0
GRASS SEED SHOULD BE RE -INSTALLED AS SOON AS
peo"TneLETI,TT ©
POSSIBLE
v _=�
D�10- ENEDT
STREAM 32
(INTERMITTENT) /- 900 _
TEMPORARY
IMPACT: OPEN CUT
0 FOR GAS LINE, -""
P✓
DEWATERING----
STRUCTURE, "'
EQUIPMENT_, 3 915-----------
CROSSING/MAT - STREAM 31 L1
LLI p0
920_________-
o PLACEMENT pQ ,. (PERENNIAL) - _
x EXISTING EXISTING GRAVEL
O + e11 p
-'----'
eNn W ^�� CULVERT DRIVE ,_
y'��h
--i�1--- �- CX SCE \`\-----------'"
Ir p xoQ ?�yy
o xo IMPACT SITE 2 : its f. T _, \ -____-_-,823-\
o TCE STREAM 31
TCE
SB FLOW
%oo �s
CX
O1 - - SB Op dp --- ---_ %po
330
7 TCE 1 40'TEMP- �NO�M -
�S
0 EASEMENT
CD fti
90
\
Q
�` N TSC 1 \\\
_--___-' PROPOSED GAS
00 1 -j \\ LINE "
329+ --
STREAM 34 SFO
(INTERMITTENT) = I PERMANENT \ SF o +
ACCESS ROA
\
TEMPORARY IMPACT: OPEN \ x -*T \ t O
AR -004
CUT FOR GAS LINE, i TEMPO RY \VA AVA� \\ �O 'i1 M oor \V
DEWATERING STRUCTURE, 328+0 I ( ) \\\�+1 -M
EQUIPMENT CROSSING/MAT
R SSING/ENT
PLACEMENT
c
/-%'/'
_/_ ____- �\-
�__/_-9%O
_
---- ESj -------- S06
IN. EET ❑m
Isi
;
T gt1Tl _ x
Mp32?+00 ' 900
pIIMPACT SITE 14:
-------------
'
--i -_J--- --� ------0 STREAM 34 _
\ --- ----- -- __
STREAM 32 ' _
�'------ , ---/'-Bao
__`\\_� __
.`\
---- ats Y
/
3�`.
325
324+00 v
ID
i R{;Ow
3+00 m, \
32 1
``, �� \ i �______
820 �`\ T \
/ i-�-�'' \\ �'`_ �`
32 + ,•' i' .^\ ,kl �\'__/_ _ �J /..,
I % `
i
3 '
I `\
0
PROPRIETARY & CONFIDENTIAL ALL RIGHTS RESERVED • DO NOT SCALE THIS DRAWING • USE DIMENSIONS ONLY
REF. DWG(S)
PIEDMONT'S NATURAL GAS FACILITY DRAWINGS ARE CONSIDERED CONFIDENTIAL (OM -1095)' DRAWING IS CURRENT ONLY THROUGH THE LATEST REVISED DATETO INSURE THERE IS NO RISK OF
PNG-G-446-0001008
INAPPROPRIATE DISCLOSER ALL PREVIOUS PAPER COPIES OF THIS DRAWING MUST BE DESTROYED IN ACCORDANCE WITH RECORDS & INFO. MANAGEMENT (RIM) POLICY 1001
PNG-G-446-0001009
`=OQ'�FESS/°
°°°
4 -
�201
NO DATE
REVISION(S) DESCRIPTION BY
CHK
APPD
DESCRIPTION
APPROVALS
�yy�p�
■ �Vdmorrt
121Natural
LINE 446 — B E L E W S CREEK PIPELINE
SHEET 79 OF 90 DWG SCALE: AS SHOWN
0 09/21/18
ISSUED FOR CONSTRUCTION JKC
CPD
WKG
AREA CODE
9335
E
SIGNATURE/INITIPLS
REGIONAL
ENGINEER
DWG DATE 09/21/18 SUPERCEDED
10/02/18
ISSUED FOR CONSTRUCTION REWSION JKC
CPD
WKG
ACCOUNT NUMBER
010]000
44447777,
Gas
EROSION CONTROL PLAN
PROJECT NUMBER
1626546
NATURE
DRAWING NUMBER
REVISION
!
MGR TECH
DRAWING BY
CPD
... �,.\=
KEITH
REC&STD
COPYRIGHT 2014 PIEDMONT NATURAL GAS CORP.
STOKESDALE NC
f
PNG-C-446- 0001074
1
CHECKED BY
CPD
DATE
SIGNATURE 1114— WKG
�G
PRINCIPAL
,
CORP. OFFICE 4720 PIEDMONT ROW DRIVE
RESOURCE CENTER REIDSVILLE
APPROVED BY
PING -DISCIPLINE -RESOURCE CENTER -NUMBER
10/02/2018
�U
ENGINEER
CHARLOTTE, NC 28210

LEGENDTEM
uPrEecwuiauery
SImnua
\\
/
o LIN-DIS—E _wD-
o s I -E
sF
o sI I -E ND -
osI I -E T- o
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N
SITS—INLETaamE N
/ a \\
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T fA
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0 9a�aA�
pT11-
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CU11 —MEx. //
­­xTSENOI
\ ---_ aes - -_ W4TLAND 12A PERMANENT PERMANENT IMPACT: ROW \\\
---' EASEMENT TEMPORARY CONVERSION OFWETLANDFROM 1iDcn=100 a. \
G,wo �or,��TETA��kwA�„DST ❑
- J 9Po , IMPACT: OPEN -CUT FOR GAS FORSTED TO NON-F"ESTED. ;
`.
FP Tj waTne�E TO
` LINE DEWATERING
TD.I�T
EMEHT
_
FTC -
\------------ -_ ----- STRUCTURE, EQUIPMENT
--905_- �� `I -9Oy'
-r
\ ---- , \ C�tQSSING/MAT PLACEMENT. WETLAND 9A-PERMANENT-
aE�
TMRo x ENENT
�ZO. ------ aTo__- EASEMENT TEMPORARYvvv
Ai _9TS_ -'-”--�, WETLAND 12B PERMANENT-- / IMPACT: OPEN CUT FOR GAS \\\
p___"_"-" ��� _ \ EASEMENT PERMANENT / LINE, DEWATERINQa
/ _-
�\ \ �'��___ ___azo- �9 �-'---_ �� -IMPACT: ROW CONVERSION , STRUCTURE, EQUIPMENT
- -' --
o��_-
x00 ---� E�� �� �` -'�OF WETLAN13 FROM FO�tfST€8---_- __,� CROSSING/MArPL*CEMENT. ----
T -F R STED. ----- \\
O N
'- \ --
T ---____-_
WETLAND 9B PERMANENT---------------
;
,%gyp•�`.� EASEME NT PERMANENT = _ -80
\ x00 P $
._ -------- IMPAC :,ROW CONVERSIONOF,' u` +1
\ \ WETLAND 14- FORESTTO--, 65' TEMP
/ WETLAND`FROM
NO IMPACT X890-_ STp,E_D_.--VEMdE.NT
NON-FOREo+ o+
ppp
40',TEMP)gPACT SITE 15: EASEMENT
� 1 V STREAM 7/8 885-_ ; Oti�p
_WETLAND 15
\T
/ X880 10\WETAND9A p,
NO IMPACT,+VN
e
I AWETLAND'�0/11 % T
p
$LADD 126 _, -_,-_ _- 880 -- ___ ---' p +
\WEo �
- TSA 1 - +
. i
,
-- ---- "x00 - --- -"' . 1
. Wi I
I
I r
i
�`��� ACD
/ ,,. --_ %' "- >v� s� -\� \-- -- - -
- -' -- - .I .� F
g-----
i _
" 4% -
�60'
a.
w" SF Q__ - PROPOSED = " -
---' -- S
\ \ w _" ' - _ _ --g10" PERMANENT
-- - `__
-_
374+00
B
°o _ -- _
o
O
-- - -
- - - - - 875 --- --'"
_ - _-- ----- -
WETLAND 8/ 13
I
--_----_' "--
` T
\ NO'IMPAC
eao -
STREAM 9 NON
O IMP o + ��
,'- �S ACT/ o "- -- -- ---- - ,-------- - _
O 0 1 � \ , / _ ' -- "----
,_
STREAM
I FCD NoiMPACTOp M �'+ �� OPEN CUT FOR GAS'LINEy_-
1
o o T 1 DEWATERING Tj'fU ARE _
M -� -� 372±00 EQ IPMENT CROSSING/MAT-----
Op
DUKE ENERGY °° ��„�_----- -10 ' $F --_-- '� � ,/ ;PLACEMENT,�STREAM,-' _ _ -_ ---\
--___�-_ \�I
' - _____SRS ----
_ _
i - ROW X270 - M WETLAND 16 gFCD; = ” -��° iF -`"� BU FERS TO BE,APROI�IDED�-
_-
-------
- -_ NO IMPAC �� 8 __ PER JORDO�1 LAKE EUF6t`R -
_ ---
--------
_ ,
RULE (SEE gEYAIL'9, SHEET 81 � �„ �
0
CL'EAR ANb GkUB'F LIQ PERMANENT EASEMENT \ _, -- "_
(WSE HAN6TQ04S WITw11N,10' OF STREAMS AND ;
TLAND �1N�ALL,%SILT FENCE'AS THE Al2EAtIS'CLEARE� �IN
8}LL'MATS BETWEENI►D APPROVED
ST TIONS; 76+b0'AISDJ39+00 Al�W
P\o\WETLAND
---------'-------__qq ,"___ .
SEED,1)III�TUAND STRAW AS SO6N
, ASPOSSIBLE.ONCE,THPIPELINE IS
I \\
'INSTALLED,TWE
1 WETLAND MIX,,'GRASS SEED
; ' W 1
-''
�`AWQ�¢FRAWSHOULd
' �I%��' I BE RE-IN$'rALLED AS \
----" SOON AS POSSIBLE.; '--
1 1 '
I
I --
I
PROPRIETARY & CONFIDENTIAL ALL RIGHTS RESERVEDDO NOT SCALE THIS DRAWING • USE DIMENSIONS ONLY
REF. DWG(S)
PIEDMONT'S NATURAL GAS FACILITY DRAWINGS ARE CONSIDERED CONFIDENTIAL (OM -1095)' DRAWING IS CURRENT ONLY THROUGH THE LATEST REVISED DATE' TO INSURE THERE IS NO RISK OF
PNG-G-446-0001008
INAPPROPRIATE DISCLOSER ALL PREVIOUS PAPER COPIES OF THIS DRAWING MUST BE DESTROYED IN ACCORDANCE WITH RECORDS & INFO. MANAGEMENT (RIM) POLICY 1001
PNG-G-446-0001009
`=OQ°�FESS/° 9'
4 -
I-
W
NO DATE
REVISION(S) DESCRIPTION BY
CHK
APPD
DESCRIPTION
APPROVALS
I F%dmorrt
'Natural
LINE 446 — B E L E W S CREEK PIPELINE
EROSION CONTROL PLAN
SHEET $0 OF 90 DWG SCALE: AS SHOWN
0 09/21/18
ISSUED FOR CONSTRUCTION JKC
CPD
WKG
AREA CODE
9335
E
SIGNATURE
REGIONAL
ENGINEER
DWG DATE 09/21/18 SUPERCEDED
1 10/02/18
ISSUED FOR CONSTRUCTION REVISION JKC
CPD
WKG
ACCOUNT NUMBER
0107000
PROJECT NUMBER
1626546
NATURE/wm
DRAWING NUMBER
REVISION
n420
l�.e
Gas
IHEE••�
MGR TECH
DRAWING BY
CPD
•.�,.,=
„ KEITH
REC&STD
COPYRIGHT 2014 PIEDMONT NATURAL GAS CORP.
STOKESDALE NC
f
PNG- C - 446 - 0001075
1
CHECKED BY
CPD
DATE
10/02/2018
SIGNATURE 1114- WKG
�U,.''\�G
PRINCIPAL
ENGINEER
,
CORP. OFFICE 4720 PIEDMONT ROW DRIVE
CHARLOTTE, NC 28210
RESOURCE CENTER REIDSVILLE
APPROVED BY
PNG-DISCIPLINE-RESOURCE CENTER -NUMBER

LEGEND
\\ A kA A
\
Lem
ED TEFP—CON-10EN, ®
SaTSExDEwEDxwN p
\ \
\ \ o, END OF EXISTING
OsNT—DIS UFSN\cE --ADD-
\\ \ $ \\ $� GRAVEL ACCESS ROAD
o sl\TF x E xDx — sF c-
r sl\TI-E o
o
I
\ 'I`1
s®i sl\Tsocxml�TaxGRcnory n
o sExlxEx.n„ xx x o
\ 1 , I
' I \\ -------' I —J GRAPFIIC SCALE (INFEET)(
oTD Pox xr N DxDs lxo
® TDwwxnrzvvr<nnxx r'`,
wosswc
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REF. DWG(S)
PIEDMONT'S NATURAL GAS FACILITY DRAWINGS ARE CONSIDERED CONFIDENTIAL (OM-1095)' DRAWING IS CURRENT ONLY THROUGH THE LATEST REVISED DATE' TO INSURE THERE IS NO RISK OF
PNG-G-446-0001008
INAPPROPRIATE DISCLOSER ALL PREVIOUS PAPER COPIES OF THIS DRAWING MUST BE DESTROYED IN ACCORDANCE WITH RECORDS & INFO. MANAGEMENT (RIM) POLICY 1001
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LINE 446 — B E L E W S CREEK PIPELINE
EROSION CONTROL PLAN
SHEET 81 OF 90 DWG SCALE: AS SHOWN
0 09/21/18
ISSUED FOR CONSTRUCTION JKC
CPD
WKG
AREA CODE
9335
E
SIGN4TURE/INITIPLS
REGIONAL
DWG DATE 09/21/18 SUPERCEDED
10/02/19
ISSUED FOR CONSTRUCTION REWSION JKC
CPD
WKG
ACCOUNT NUMBER
0107000
PROJECT NUMBER
1626546
—URE/wm
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REVISION
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COPYRIGHT2014PIEDMONTNATURALGASCORP.
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f
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1
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DATE
10/02/2018
slcruTUREiwmus WKG
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,
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LEGEND
Looe
ED TEMP—CON-10
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;
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N
v GAS LINE. USE HAND TOOLS WITHIN 10' OF
WETLANDS AND DO NOT REMOVE ROOTS.
INSTALL SILT FENCE AS THE AREA IS CLEARED.
INSTALL APPROVED UPLAND AND WETLAND
SEED MIXTURE AND STRAW AS SOON AS
POSSIBLE. DO NOT PLACE MATS ACROSS-855.;
WETLAND FOR ACCESS.-870.
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\
\ i
PROPRIETARY & CONFIDENTIAL ALL RIGHTS RESERVED' DO NOT SCALE THIS DRAWING • USE DIMENSIONS ONLY REF. DWG(S)
PIEDMONT'S NATURAL GAS FACILITY DRAWINGS ARE CONSIDERED CONFIDENTIAL (OM-1095)' DRAWING IS CURRENT ONLY THROUGH THE LATEST REVISED DATE' TO INSURE THERE IS NO RISK OF PNG-G-446-0001008
INAPPROPRIATE DISCLOSER ALL PREVIOUS PAPER COPIES OF THIS DRAWING MUST BE DESTROYED IN ACCORDANCE WITH RECORDS & INFO. MANAGEMENT (RIM) POLICY 1001 PNG-G-446-0001009
`=OQ°�FESS/° 9'
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420
NO DATE
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SHEET $2 OF 90 DWG SCALE: AS SHOWN
LINE 446 — B E L E W S CREEK PIPELINE
DWG DATE 09/21/18 SUPERCEDED
0 09/21/18
ISSUED FOR CONSTRUCTION JKC
CPD
WKG
AREA CODE
9335
E
SIGNATURE/INITIPLS
REGIONAL
ENGINEER
1 10/02/18
ISSUED FOR CONSTRUCTION REVISION JKC
CPD
WKG
ACCOUNT NUMBER
0107000
n21
Gas
EROSION CONTROL PLAN
PROJECT NUMBER
1626546
NATURE/wm
MGR TECH
!! •• . INE; .*,�
DRAWING NUMBER REVISION
DRAWING BY
CPD
••`=
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REC&STD
COPYRIGHT 2014 PIEDMONT NATURAL GAS CORP.
STOKESDALE NC
f PNG-C-446- 0001077 1
CHECKED BY
CPD
DATE
SIGNATURE,I-- WKG
PRINCIPAL
,
"i IIIi Iii""
CORP. OFFICE 4720 PIEDMONT ROW DRIVE
RESOURCE CENTER REIDSVILLE
APPROVED BY
10/02/2018
�U,.''\�G
ENGINEER
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PING-DISCIPLINE-RESOURCE CENTER-NUMBER

LEGEND
p
TEMP—CON-10 EN a x� ------------ ydE? EMENt _ 7 Z
G­­­
p , M—Ds—E
A
o -- - �dM _ v �ERMAN� FRd f0 StEO 1
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11
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--- _ _ sx
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j
_'___
_
S PROPRIETARY & CONFIDENTIAL ALL RIGHTS RESERVED • DO NOT SCALE THIS DRAWING • USE DIMENSIONS ONLY REF. DWG(S)
PIEDMONT'S NATURAL GAS FACILITY DRAWINGS ARE CONSIDERED CONFIDENTIAL (OM-1095)' DRAWING IS CURRENT ONLY THROUGH THE LATEST REVISED DATETO INSURE THERE IS NO RISK OF PNG-G-446-0001008
�.,`;�N ,C?ROS'',,,, INAPPROPRIATE DISCLOSER ALL PREVIOUS PAPER COPIES OF THIS DRAWING MUST BE DESTROYED IN ACCORDANCE WITH RECORDS & INFO. MANAGEMENT (RIM) POLICY 1001 PNG-G-446-0001009
33 `=0a'�pFESS /� ° !9 NO DATE REVISION(S) DESCRIPTION BY CHK APPD DESCRIPTION APPROVALS LINE 446 B E L E W S CREEK PIPELINE SHEET 83 OF 90 DWG SCALE: AS SHOWN
3 = Q TE SIG—RE/INIT-
0 09/21/18 ISSUED FOR CONSTRUCTION JKC CPD WKG AREA CODE 9335 REGIONAL �jp�lmwwi DWG DATE 09/21/18 SUPERCEDED
1 10/02/18 ISSUED FOR CONSTRUCTION REVISION JKC CPD WKG ACCOUNT NUMBER 0107000 ENGINEER
Piledmord ��
E—RE,INRI 111INaturall EROSION CONTROL PLAN0.� PROJECT NUMBER 1626546 MGR TECH Gas INEon slcDRAWING NUMBER REVISION
G
,,.` DRAWING BY CPD REC&STD STOKESDALE NC
KEITH s GnTe slcruTURE,wmus COPYRIGHT 2014 PIEDMONT NATURAL GAS CORP. f PNG- C - 446- 0001078 1
CHECKED BY CPD WKG PRINCIPAL
CORP. OFFICE 4720 PIEDMONT ROW DRIVE RESOURCE CENTER REIDSVILLE
APPROVED BY 10/02/2018 �U,�''\ � G ENGINEER CHARLOTTE, INC 28210 PNG-DISCIPLINE-RESOURCE CENTER-NUMBER

LEGEND
I
' \ 1 \
TEMPOR-CONSTWILTPYEN-NOE
s1�raEx�E�xE�aaNo,--
o xMoFNa>ux�E �N-
sF _
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' CON�/ERSIOM RdM FORESTEC, //Ir> ¢�eV/a°'; �D GRADE ACCESS `.
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qui `� \\
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--- �� .+ • ' --- ey (PERENNIAL); --
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-_-r o oo I�l
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` \ /, I
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` < V = -- ` ---------- _ \ METIEWSTATIOfN & PNG
`x I
_ OPP STATION SITE. REFER
___� _
`�a\
_ _ ____
TO LINE 446 OPP $fATION
I I I �`-- .� a - ----
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COMPLETE GRADING P,LA / Ig \\\
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111 `�♦ / \I�\
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;I' WETLAND FROWFQRES�ED TO -------
92'
A; NON*dRESTEb. _
:1 1` '
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--- STI;EA/ BUFFERS\\ ---------------
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; - '---------
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-----
__,
PROPRIETARY & CONFIDENTIAL ALL RIGHTS RESERVEDDO NOT SCALE THIS DRAWING • USE DIMENSIONS ONLY
REF. DWG(S)
111
\\A C?ROS'',,
PIEDMONT'S NATURAL GAS FACILITY DRAWINGS ARE CONSIDERED CONFIDENTIAL (OM -1095)- DRAWING IS CURRENT ONLY THROUGH THE LATEST REVISED DATE TO INSURE THERE IS NO RISK OF
INAPPROPRIATE DISCLOSER ALL PREVIOUS PAPER COPIES OF THIS DRAWING MUST BE DESTROYED IN ACCORDANCE WITH RECORDS & INFO. MANAGEMENT (RIM) POLICY 1001
PNG-G-446-0001008
PNG-G-446-0001009
`=Oa'�OFESS,O�y
a =
NO DATE
REVISION(S) DESCRIPTION BY
CHK APPD DESCRIPTION
APPROVALS
I Pl�illOilt
LINE 446 — B E L E W S CREEK P I P E L I N E
EROSION CONTROL PLAN
SHEET $4 OF 90 DWG SCALE: AS SHOWN
D 09/21/18
ISSUED FOR CONSTRUCTION JKC
CPD WKG AREA CODE
9335 DATE
0107D00
S1—FIE IN—E
REGIONAL
ENGINEER
DWG DATE 09/21/18 SUPERCEDED
1 10/02118
ISSUED FOR CONSTRUCTION REVISION JKC
CPD WKG ACCOUNT NUMBER
PROJECT NUMBER
1626546 on E
slc NnTUaE,1NmnE
MGR TECH
DRAWING NUMBER
REVISION
�! °F;y rG
Natural Gas
?, !�°•. GINE,. ��
•.•,,,
KEITH
CPD
REC&STD
STOKESDALE NC
PNG-C-446- 0001079
1
DRAWING BY
CHECKED BY
CPD onTe
10/02/2018
SIGNATURE/INIIIPLS WKG
�),�,��''\ v\ G
PRINCIPAL
ENGINEER
�
",n I111nu"`
COPYRIGHT 2014 PIEDMONT NATURAL GAS CORP.
CORP. OFFICE 4720 PIEDMONT ROW DRIVE
CHARLOTTE, INC 28210
f
RESOURCE CENTER REIDSVILLE
APPROVED BY
PNG-DISCIPLINE-RESOURCE CENTER -NUMBER

® PROJECT DESCRIPTION
THIS EROSION AND SEDIMENTATION CONTROL PLAN WILL DISCUSS A PROPOSED PROJECT TO CONSTRUCT A NATURAL GAS PIPELINE IN GUILFORD,
ROCKINGHAM, AND STOKES COUNTY NORTH CAROLINA. THE PROPOSED PROJECT WILL CONSTRUCT A 24" GAS LINE APPROXIMATELY 9.26 MILES. THE LINE 446
OPP STATION (IR# 0215378) AND BELEWS CREEK M & R STATION (IR# 1626547) PROJECTS WILL BE CONSTRUCTED IN CONJUNCTION WITH THIS PROJECT. PLANS
FOR THOSE PROJECTS WERE PREPARED SEPARATELY AND ARE CONTAINED IN THEIR OWN PLAN SETS. THE LIMITS OF DISTURBANCE FOR THE LINE 446 OPP
STATION IS APPROXIMATELY 5.5 ACRES AND HAS BEEN INCLUDED IN THE LIMITS OF DISTURBANCE FOR THE LINE 446 BELEWS CREEK PIPELINE PROJECT.
BASED ON THE AREA OF THE PERMANENT AND TEMPORARY EASEMENTS, THE DISTURBED AREA FOR THE LINE 446 BELEWS CREEK PIPELINE PROJECT IS
APPROXIMATELY 115 ACRES.
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 JANUARY 2019 AND BE COMPLETE BY DECEMBER 2019.
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 - PRACTICE 6.70
TEMPORARY STREAM AND WETLAND CROSSINGS PROVIDE A WAY FOR CONSTRUCTION VEHICLES TO CROSS STREAMS WITHOUT MOVING SEDIMENT INTO
STREAMS, DAMAGING THE STREAMBED OR CAUSING FLOODING. TEMPORARY STREAM AND WETLAND CROSSINGS ARE PLANNED FOR THIS PROJECT.
3. SILT FENCE - PRACTICE 6.62
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 DEVICEISEDIMENT 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 PRODUCTSITEMPORARY 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
8. SLOPE BREAKERS - PRACTICE 6.23
1. OBTAIN EROSION AND SEDIMENT CONTROL PLAN APPROVAL AND OTHER PERTINENT PERMITS.
2. SCHEDULE MANDATORY PRE -CONSTRUCTION MEETING WITH NORTH CAROLINA DEPARTMENT OF ENVIRONMENTAL QUALITY (NCDEQ) DIVISION OF ENERGY,
MINERAL, AND LAND RESOURCES (DEMLR), LAND QUALITY SECTION, WINSTON-SALEM REGIONAL OFFICE (336-776-9800) 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 AND SILT SOCK 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 CHECK DAMS, J -HOOKS, WATER BARS, CONSTRUCTION ENTRANCES, TEMPORARY
BRIDGES AT STREAM CROSSINGS, TIMBER MATS, ETC. AS CLEARING AND GRUBBING IS COMPLETED.
9. ALL WATER BARS SHOULD INCLUDE AN OUTLET.
10.CONTRACTOR TO INSPECT ALL E&SC MEASURES WEEKLY AND AFTER RAIN EVENTS OF 0.5 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.
11.SILT FENCE WITHIN 50 FEET OF ENVIRONMENTALLY SENSITIVE AREAS (STREAMS AND WETLANDS) WILL BE REINFORCED WITH STEEL MESH.
12.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.
13.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.
14ANITIATE TEMPORARY SEEDING 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.
15.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 CERTAIN AREAS, SUCH AS WETLANDS AND FIELD SUPPORTING CROPS,
SEGREGATE TOPSOIL FROM THE SUBSOIL.
16.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 PLANS. STUMPING, ETC. IS LIMITED TO TRENCH LINE ONLY OR AS NEEDED TO SAFELY INSTALL TEMPORARY BRIDGES, CROSSINGS, AND
TRAVELLANES
17.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 SOCK OR SILT FENCE.
18.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.
19.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.
20.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.
21.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.
22.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.
23.CONSTRUCTION ACTIVITIES REQUIRING HORIZONTAL DIRECTIONAL DRILLING OR CONVENTIONAL BORES WILL BE PERFORMED IN ACCORDANCE WITH
ALIGNMENT SHEET SPECIFICATIONS.
24.ALL AREAS WILL BE RESTORED TO ORIGINAL GRADE, CONTOUR, AND CONDITION (VEGETATION, PAVING, DITCH LININGS, ETC.) IN ACCORDANCE WITH
APPLICABLE PERMITS. CULTIVATED AGRICULTURAL FIELDS DO NOT REQUIRE TEMPORARY OR PERMANENT GROUND COVER STABILIZATION.
25.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.
INFRASTRUCTURE, PLLC
NC LICENSE# P-1289
WILLIAM K. GUALTIERI
09/21/2018
NORTH CAROLINA
SEAL 023464
PROFESSIONAL ENG/ARCH STAMP
26.UPON ESTABLISHMENT OF FINAL VEGETATIVE GROUND COVER (80% COVERAGE), CONTACT NCDEQ LAND QUALITY SECTION, WINSTON-SALEM REGIONAL
OFFICE (336-776-9800) FOR FINAL SITE INSPECTION.
27.UPON APPROVAL FROM NCDEQ LAND QUALITY SECTION, WINSTON-SALEM REGIONAL OFFICE INSPECTORS, REMOVE SILT FENCING AND OTHER EROSION
CONTROL MEASURES. AREAS DISTURBED DURING THIS PROCESS SHALL BE RESEEDED WITH PERMANENT SEEDING AS APPROPRIATE.
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.
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%.
MAINTENANCE
1. ALL SEDIMENT AND EROSION CONTROL DEVICES INCLUDING PLANTED AREAS SHALL BE INSPECTED AT LEAST ONCE PER SEVEN CALENDAR DAYS AND
WITHIN 24 HOURS OF A RAINFALL EVENT GREATER THAN 0.5 INCH PER 24 HOUR PERIOD. DAMAGED OR INEFFECTIVE DEVICES SHALL BE REPAIRED OR
REPLACED AS NECESSARY BY THE END OF THE DAY.
2. CONSTRUCTION ROADS AND PARKING AREAS SHOULD BE INSPECTED PERIODICALLY FOR THE CONDITION OF SURFACE. TOPDRESS WITH NEW GRAVEL AS
NEEDED. CHECK ROAD DITCHES AND OTHER SEEDED AREAS FOR EROSION AND SEDIMENTATION AFTER RUNOFF -PRODUCING RAINS. MAINTAIN ALL
VEGETATION IN A HEALTHY, VIGOROUS CONDITION. SEDIMENT -PRODUCING AREAS SHOULD BE TREATED IMMEDIATELY.
3. TEMPORARY STREAM CROSSINGS SHOULD BE INSPECTED AFTER RUNOFF -PRODUCING RAINS TO CHECK FOR BLOCKAGE IN CHANNEL, EROSION OF
ABUTMENTS, CHANNEL SCOUR, RIPRAP DISPLACEMENT, OR PIPING. MAKE ALL REPAIRS IMMEDIATELY TO PREVENT FURTHER DAMAGE TO THE
INSTALLATION.
4. MAINTENANCE ON SILT FENCES, SHALL BE PERFORMED AS NEEDED. CAPTURED SOIL MATERIAL SHALL BE REMOVED WHEN "BULGES" DEVELOP IN THE SILT
FENCE AND/OR WHEN EVIDENCE OF FILTER CLOGGING IS OBSERVED.
5. INSPECT DEWATERING DEVICES AND SEDIMENT TRAPS AFTER EACH USE AND EACH SIGNIFICANT RAINFALL EVENT AND MAKE NEEDED REPAIRS
IMMEDIATELY. REMOVE SEDIMENT AND RESTORE THE TRAP TO ITS ORIGINAL DIMENSIONS WHEN NEEDED. ROCK DISPLACED FROM THE SPILLWAY MUST
BE REPLACED IMMEDIATELY.
6. INSPECT ROLLED EROSION CONTROL PRODUCTS (RECP) AT LEAST WEEKLY AND AFTER EACH SIGNIFICANT (0.5" OR GREATER) RAIN FALL EVENT. MAKE
REPAIRS IMMEDIATELY. GOOD CONTACT 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 14 DAYS AFTER CONSTRUCTION HAS CEASED.
4. FILL, COVER, AND TEMPORARY STABILIZATION AT THE END OF EACH DAY IS RECOMMENDED WHERE PRACTICAL. IT IS IMPORTANT TO CLOSE AND STABILIZE
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
CgB2 CLIFFORD SANDY CLAY LOAM, 2 TO 8 PERCENT SLOPES, MODERATELY ERODED
FPD FAIRVIEW-POPLAR FOREST COMPLEX, 8 TO 15 PERCENT SLOPES
FpE FAIRVIEW-POPLAR FOREST COMPLEX, 15 TO 25 PERCENT SLOPES
FrD2 FAIRVIEW-POPLAR FOREST COMPLEX, 8 TO 15 PERCENT SLOPES, MODERATELY ERODED
FrE2 FAIRVIEW-POPLAR FOREST COMPLEX, 15 TO 25 PERCENT SLOPES, MODERATELY ERODED
NES NATHALIE SANDY LOAM, 2 TO 8 PERCENT SLOPES
NED NATHALIE SANDY LOAM, 8 TO 15 PERCENT SLOPES
SmC SILOAM SANDY LOAM, 4 TO 10 PERCENT SLOPES
GROUND STABILIZATION
STABILIZATION TIME FRAME
SITE AREA DESCRIPTION
STABILIZATION TIME FRAME
EXCEPTION
PERIMETER DIKES, SWALES,
7 DAYS
NONE
DITCHES, AND SLOPES
HIGH QUALITY WATER (HOW)
7 DAYS
NONE
ZONES
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
SLOPES 3:1 OR FLATTER
14 DAYS
7D SFOR SLOPES
GREATER THAN 50 FEET IN
LENGTH
ALL OTHER AREAS WITH
14 DAYS
NONE (EXCEPT FOR
SLOPES FLATTER THAN 4:1
PERIMETERS AND HOW
ZONES)
BUILDING WASTE HANDLING
NO PAINT OR LIQUID WASTES IN STREAM OR STORM DRAINS
DEDICATED AREAS FOR DEMOLITION, CONSTRUCTION AND OTHER WASTE MUST BE LOCATED
50' FROM STORM DRAINS AND STREAMS UNLESS NO REASONABLE ALTERNATIVES AVAILABLE
EARTHEN -MATERIAL STOCKPILES MUST BE LOCATED 50' FROM THE STORM DRAINS AND
STREAMS UNLESS NO REASONABLE ALTERNATIVES AVAILABLE
CONCRETE MATERIALS MUST BE CONTROLLED TO AVOID CONTACT WITH SURFACE WATERS,
WETLANDS, OR BUFFERS
DISCHARGES TO FEDERALLY -LISTED WATERS
REQUIREMENTS ARE THE SAME AS IN PREVIOUS PERMITS
THE PERMIT ALLOWS REDUCTION FROM THE 20 ACRE MINIMUM IF THE DIRECTOR OF DWQ
DETERMINES THAT OTHER BMPE PROVIDE EQUIVALENT PROTECTION.
EARTHEN -MATERIAL STOCKPILES MUST BE LOCATED 50' FROM THE STORM DRAINS AND
STREAMS UNLESS NO REASONABLE ALTERNATIVES AVAILABLE
CONCRETE MATERIALS MUST BE CONTROLLED TO AVOID CONTACT WITH SURFACE WATERS,
WETLANDS, OR BUFFERS
INSPECTION
SAME WEEKLY INSPECTION REQUIREMENTS
SAME RAIN GAUGE & INSPECTIONS AFTER 0.5' RAIN EVENT
INSPECTIONS ARE ONLY REQUIRED DURING "NORMAL BUSINESS HOURS".
INSPECTIONS REPORTS MUST BE AVAILABLE ONSITE DURING BUSINESS HOURS UNLESS A
SITE-SPECIFIC EXEMPTION IS APPROVED.
RECORDS MUST BE KEPT FOR 3 YEARS AND AVAILABLE UPON REQUEST.
ELECTRONICALLY -AVAILABLE RECORDS MAY BE SUBSTITUTED UNDER CERTAIN CONDITIONS.
IMPLEMENTATION OF NEW PERMIT CONDITIONS
PROJECTS PERMITTED UNDER THE PREVIOUS PERMIT CAN CONTINUE TO FOLLOW THE
PREVIOUSLY -PERMITTED CONDITIONS
COMPLETE APPLICATIONS RECEIVED PRIOR TO AUGUST 3, 2011 CAN FOLLOW CONDITIONS OF
APPROVED APPLICATIONS
APPLICATIONS RECEIVED AFTER AUGUST 2, 2011 MUST COMPLY WITH NEW PERMIT
CONDITIONS
CONDITIONS IN EROSION & SEDIMENTATION CONTROL PLANS"
DESIGNATION ON THE PLANS WHERE THE 7 AND 14 -DAV GROUND STABILIZATION
REQUIREMENTS OF THE NPDES PERMIT APPLY
DESIGNATION ON THE PLANS WHERE BASINS THAT COMPLY WITH THE SURFACE-WITHDRAWL
REQUIREMENTS OF THE NPDES PERMIT IS LOCATED
SEDIMENT BASINS
OUTLET STRUCTURES MUST WITHDRAW FROM THE BASIN SURFACE UNLESS DRAINAGE AREA
IS LESS THAN 1 ACRE
USE ONLY DWO-APPROVED FLOCCULANTS
THE PERSON TO CONTACT SHOULD ANY EROSION AND SEDIMENT
CONTROL ISSUES ARISE DURING LAND -DISTURBING ACTIVITY:
MICHAEL REIKOWSKY
PH: [phone]
EMAIL: [e-mail]
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
DATE REVISION(S) DESCRIPTION BY CHK APPD DESCRIPTION APPROVALS LINE 446 - BELEWS CREEK PIPELINE
ACCOUNT
AREA CODE 9335 E S1G1L4T0RE1NIT- REGIONAL �d11 oM
10/02118 ISSUED FOR CONSTRUCTION REVISION JKC CPD WKG NUMBER 0107000 ENGINEER Nl VG GENERAL EPSC NOTES
PROJECT NUMBER 1626546 E sIGNnTUREiwmn 3 MGR TECH Natuia� Gas
DRAWING BY JKC REC&STD STOKESDALE NC
CHECKED BY SBH Te NIUREINITI-E PRINCIPAL COPYRIGHT 2014 PIEDMONT NATURAL GAS CORP. f
APPROVED BY WKG CORP. OFFCHARLOTTE, NC 28210ICE 4720 PIEDMONT 0W DRIVE RESOURCE CENTER REIDSVILLE
ENGINEER
SHEET 85 OF 90 DWG SCALE: AS SHOWN
DWG DATE 09/21/18 SUPERSEDED
DRAWING NUMBER REVISION
PNG- C - 446 - 0001086 1
PNG-DISCIPLINE-RESOURCE CENTER -NUMBER

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NOTES
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TEMPORARY WORKSPACE
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PROPOSED
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$ B
WETLANDS, INCLUDING, BUT NOT LIMITED
TO, FLUMES, MATS, PLASTIC SHEETING,
PERMANENT EASEMENT
(WIDTH VARIES)
`
J/
ANDSANDBAGS.
`CURLEXII OR ENGINEER
SILT FENCE WI2.
sr EBACKING
ALONG STREAM
Iso
THE STREAM BANK CONTOUR SHALL BE
RE-ESTABLISHED. ALL DEBRIS SHALL BE
REMOVED FROM THE STREAMBED AND
APPROVED EQUIVALENT
SF
SF
BANKS. STREAM BANKS SHALL BE
STABILIZED AND TEMPORARY SEDIMENT
/ /
'
`SPOIL
BARRIERS $HALL BE INSTALLED WITHIN 24
HOURS OF COMPLETING THE CROSSING IF
t
RBAG
PRACTICABLE.
LEI
3. IMMEDIATELY FOLLOWING
_
SILT FENCE
RECONSTRUCTION OF THE STREAM BANKS,
_
THE CON TRACTOR SHALL INSTALL SEED
AND EROSION CONTROL FABRICS ON
WATER BODY BANKS,
4. INSTALL AND ANCHOR CURLEX II OR
ENGINEER APPROVED EQUIVALENT
CORDUROY MATS,TIMBER MATS OR
ACCORDING TO MANUFACTURER'S
TEMPORARY BRIDGING\
�OR TI
MATBRIDGE
INSTRUCTIONS.
PLAN VIEW STABILIZED CHANNEL
FLUME SHOULD BE SIZED TO
HANDLE FLOW AND SUFFICIENT
IN LENGTH TO ACCOMMODATE
STABILIZE FILL
WIDENING TRENCH TO PREVENT
��-__------�
FAILURE.
BOTTOM
OF CREEK
INSTALL CURLEX II OR ENGINEER
4 z
PIPELINE
APPROVED EQUIVALENT
'_
SECTION B63
II
II
NORMAL WATER LINE
III
III
CONSTRUCTION SEQUENCE NOTES:
III—III
?
af'
yd"_ -I I I
1.DIN TALLSILTFENCE
` 4oF
2. INSTALL PUMP UPSTREAM OF CROSSING LOCATION. PUMP SHOULD HAVE TWICE THE PUMPING CAPACITY OF
WATER LEVEL
ANTICIPATED FLOW. ALL INTAKE HOSES WILL BE SCREENED.
(
3. INSTALL UPSTREAM SANDBAG COFFERDAM. INSTALL DOWNSTREAM
COFFERDAM. ENSURE A2 FT. MINIMUM TOP
CREST WIDTH ON THE COFFERDAMS
I If
4. INSTALL TIMBER MAT CONSTRUCTION CROSSING.
5. CONSTRUCT PIPELINE.
GRASSSEEDCONT
III
SEE PLAN VIEW
6. STABILIZE PIPELINE TRENCH USING CURLEX II OR ENGINEER APPROVED EQUIVALENT AND MULCHISEED MIXTURE.
OL FAB IC. SEED
EROSION CONTROL FABRIC. SEED
— TEMPORARY MATTING
T. ONCE TRENCH AREA IS STABILIZED AND TEMPORARY CONSTRUCTION CROSSING IS REMOVED, DISMANTLE
MIX CAN BE FOUND WITH EROSION
4'
DOWNSTREAM COFFERDAM. THEN REMOVE UPSTREAM COFFERDAM, KEEP PUMP RUNNING DURING REMOVAL TO
MAINTAIN STREAM FLOW.
CONTROL DETAILS
STREAM CROSSING (PUMP DIVERSION WITH EQUIPMENT CROSSING) (TSC)
STREAMBANK STABILIZATION (TSC) PROPOSED GAS LINE
SEWN -IN CONNECTION SLEEVE FOR
PUMP DISCHARGE HOSE (OPTIONAL)
A
-
0" MIN.
JUTE OF EQUAEROSION
WITH WIRE BACKING
SILT FENCE U-6" MIN.
L
CONTROL FABRIC ON BANKS /
INSTALLED PER SPECIFICATIONS
f INFRASTRUCTURE, PLLC
NC LICENSE# P-1289
3
WILLIAM K. GUALTIERI
g 09/21/2018
NORTH CAROLINA
e SEAL 023464
' PROFESSIONAL ENG/ARCH STAMP
TYPICAL UTILITY LINE CREEK AND WETLANDS CROSSING (TSC, TWC)
VARIES WITH
GROUNDLINE
J 10'MIN. SLOPE
n• re.ew.n•v. - -+�` F .`• LNlr.rl - , ..
N�"s� �r` -~ •�f - M{wp0 "A� fit
w wa•la�w eRY •m wry �Y.1�'-. ,'' ' '....'
1 •amna w�Krw�'un a w rrfa ��� . .. A kTW ir! • .r� r � m-' * _
�.r cx.! I � � y—� n •.
I1:7
�(�yyyy���� pYMd mWHNM "••=- - SKKK Lm& ri> au
�• i "' .,a r wr II
CIMNI16. 1ptlllMlpl /e1 °•�warr'r c Amorlon
• .c iucel ew' _
mr
gym, swM. o
OPTIONAL LIFTING
STRAPS
_VARIES WITH GROUND
LINE SLOPE
2'-0" MIN.
+
'5O'MIN. DISTANCE
FROM STREAM
� TOP OF BANK —
STREAM
PLAN VIEW
1 CURLEX CHANNEL APPLICATION DETAIL (TSC)
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 TOY OF THE
BAGS CAPACITY OR IN ACCORDANCE WITH THE MANUFACTURE'S RECOMMENDATIONS.
2'-0" MIN.
SILT FENCE
WITH WIRE BACKING
GEOTEXTILE FABRIC (TYPE IIO-
OR EXISTING VEGETATION
SILT -SAVER DEWATER FILTER BAG
6"X15"
2"-3"
PUMP
13"X15"
PLOWABLE FILL �
CONCRETE
HECK DAM
GEOTEXTILE FABRIC (TYPE III)
UNDER AND COVERING ENTIRE
0'-6"
PUMP
FILTER BAG
WOOD CHIP PAD
a a j\\ j\\
\ j\\\/ "•
SILT -SAVER SEDIMENT
FILTER BAG
SILT FENCE
• a
MIN..:
4'.0"
6" MIN
MIN.
GAS LINE
MIN.
WOOD CHIPS
• ... ., ...
.., .. ., .; ,. ... ... '. .'" '• -.'MIN..
OR EXISTINN G VEGETATION
OR EXISTING
SECTION A
�2-0
a
"
GEOTEXTILE FABRIC (TYPE
_AS B.
7
III) OR EXISTING
NOTES:CONCRETE
•3,000 PSI MINIMUM CONCRETE
a
VEGETATION
COMPRESSIVE STRENGTH
• ENCASEMENT WIDTH TO BE POURED THE
WIDTH OF TRENCH WITH AMINIMUM OF d'
ON EACH SIDE PIPE.
4,A„
MIN,
L "
<
6" MIN.
� 2 .
SECTIONN A-AA-A
f INFRASTRUCTURE, PLLC
NC LICENSE# P-1289
3
WILLIAM K. GUALTIERI
g 09/21/2018
NORTH CAROLINA
e SEAL 023464
' PROFESSIONAL ENG/ARCH STAMP
TYPICAL UTILITY LINE CREEK AND WETLANDS CROSSING (TSC, TWC)
VARIES WITH
GROUNDLINE
J 10'MIN. SLOPE
n• re.ew.n•v. - -+�` F .`• LNlr.rl - , ..
N�"s� �r` -~ •�f - M{wp0 "A� fit
w wa•la�w eRY •m wry �Y.1�'-. ,'' ' '....'
1 •amna w�Krw�'un a w rrfa ��� . .. A kTW ir! • .r� r � m-' * _
�.r cx.! I � � y—� n •.
I1:7
�(�yyyy���� pYMd mWHNM "••=- - SKKK Lm& ri> au
�• i "' .,a r wr II
CIMNI16. 1ptlllMlpl /e1 °•�warr'r c Amorlon
• .c iucel ew' _
mr
gym, swM. o
OPTIONAL LIFTING
STRAPS
_VARIES WITH GROUND
LINE SLOPE
2'-0" MIN.
+
'5O'MIN. DISTANCE
FROM STREAM
� TOP OF BANK —
STREAM
PLAN VIEW
1 CURLEX CHANNEL APPLICATION DETAIL (TSC)
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 TOY OF THE
BAGS CAPACITY OR IN ACCORDANCE WITH THE MANUFACTURE'S RECOMMENDATIONS.
2'-0" MIN.
SILT FENCE
WITH WIRE BACKING
GEOTEXTILE FABRIC (TYPE IIO-
OR EXISTING VEGETATION
SILT -SAVER DEWATER FILTER BAG
6"X15"
2"-3"
PUMP
13"X15"
0'4"
PUMP
13"X25"
0'-6"
PUMP
TYPICAL SEDIMENT FILTER BAG (TSC)
(NOT TO SCALE)
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
DATE REVISION(S) DESCRIPTION BY CHK APPD DESCRIPTION APPROVALS
AREA CODE 9335 DIE SIGNAT°REI INITIALS REGIONAL ral
Piedmont LINE 446 - B E L E W S CREEK PIPELINE
ACCOUNT NUMBER 0107000 ENGINEER
PROJECTNUMBER 1626546 °rE SIGNATUREINmALS MGR TECH Natural Gas GENERAL EPSC DETAILS
DRAWING BY JKC REC&STD STOKESDALE NC
CHECKED BY CPD a uTUREnrvinus PRINCIPAL COPVRIG.OFFICHT 2014 E 4720 PIEDMOEDMONTNT ROWDRIVAL GAS ORP. f
APPROVED BY WKG CORP. OF CHARLOTTE, NC 282100W DRIVE RESOURCE CENTER REIDSVILLE
ENGINEER
SHEET 86 OF 90 DWG SCALE: AS SHOWN
DWG DATE 09/21/18 SUPERSEDED
DRAWING NUMBER REVISION
PNG- C - 446 - 0001087 0
PNG-DISCIPLINE-RESOURCE CENTER -NUMBER
SEDIMENT FILTER BAG
0'-6" MIN. VARIES
10'-0"50' MINIMUM
EXISTING VEGETAT
MINIMUM
BUFFER
GEOTEXTILE
FILTER BAG
FABRIC (TYPE III)
?y
SILT FENCE
+ +
WITH WIRE
6" MIN
BACKING 2'MIN. TOP OF BANK
USE WOOD CHIPS
PAD TO LEVEL BAG FROM
EXISTING G ROUNDLINE
NATURAL GROUNDLINE
STREAM
FABRIC (TYPE III)
OR EXISTINN G VEGETATION
OR EXISTING
SECTION A
TYPICAL SEDIMENT FILTER BAG (TSC)
(NOT TO SCALE)
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
DATE REVISION(S) DESCRIPTION BY CHK APPD DESCRIPTION APPROVALS
AREA CODE 9335 DIE SIGNAT°REI INITIALS REGIONAL ral
Piedmont LINE 446 - B E L E W S CREEK PIPELINE
ACCOUNT NUMBER 0107000 ENGINEER
PROJECTNUMBER 1626546 °rE SIGNATUREINmALS MGR TECH Natural Gas GENERAL EPSC DETAILS
DRAWING BY JKC REC&STD STOKESDALE NC
CHECKED BY CPD a uTUREnrvinus PRINCIPAL COPVRIG.OFFICHT 2014 E 4720 PIEDMOEDMONTNT ROWDRIVAL GAS ORP. f
APPROVED BY WKG CORP. OF CHARLOTTE, NC 282100W DRIVE RESOURCE CENTER REIDSVILLE
ENGINEER
SHEET 86 OF 90 DWG SCALE: AS SHOWN
DWG DATE 09/21/18 SUPERSEDED
DRAWING NUMBER REVISION
PNG- C - 446 - 0001087 0
PNG-DISCIPLINE-RESOURCE CENTER -NUMBER

SEE DETAIL SILT FENCE 1 I
SEE DETAIL SILT FENCE
LL WETLAND
N
T
GENERAL NOTES:
1. NO WASTES, SPOILS, SOLIDS OR FILLS WILL BE
PLACED WITHIN WETLANDS, WATERS OR RIPARIAN
CONSTRUCTION ROAD CONSTRUCTION ROAD AREAS.
rn WETLAND INSTALL SILT FENCE PRIOR
TI . . TO AND FOLLOWING
J L CONSTRUCTION
r7 -MEN I
2. WETLAND CROSSINGS SHALL BE RESTORED TO
ORIGINAL CONTOURS ONCE CONSTRUCTION IS
COMPLETED.
& TO RESTORE THE CORRIDOR IN WETLAND AREAS
THE CONTACTOR 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
TYPICAL PRE AND POST -CONSTRUCTION PLANVIEW OF SPECIES THAT ARE NATIVE TO THE COUNTY (WITh
THE EXCEPTION OF THE PLACEHOLDER SPECIES.
EASEMENT 4. REFER TO PLANS FOR PLACEMENT OF SILT FENCE
1 ALONG DISTURBED LIMITS.
SEE DETAIL - - - - -
SILT FENCE SEE 5. ADDITIONAL MEASURES MAY BE NECESSARY IN
DETAIL ORDER TO PROTECT AFFECTED CREEKS AND
rn WETLAND rn SILT WETLANDS.
SPOIL PILE - T FECROSSING AND
SPOIL 6 N TALLATIION OF PIPE SHAEXCAVATION FOR DLL BE CONDUCTED IN THE
PILE SAME DAY TO THE FULLEST EXTENT PRACTICAL
BENTONITE LL . - . . - BACKFILLING AND RESTORATION OF WETLANDS
PLUG rn AS - S BENTONITE
PLUG SHOULD OCCUR AS SOON AS PRACTICAL UPON
COMPLETION OF PIPE INSTALLATION.
7 TREES WILL BE CUT AND STUMPS LEFT IN PLACE
8. TOPSOIL REMOVED FROM WETLANDS SHOULD BE
KEPT SEPARATELY FROM OTHER TOPSOIL
STOCKPILES AND REPLACED IN THE SAME AREA. USE
SEED 129 SOUTHERN WETLAND MEADOW MIX FROM
THE ROUND STONE NATIVE SEED COMPANY OR
APPROVED EQUAL FOR FINAL STABILIZATION.
SEE DETAIL SILT FENCE
CORDUROY MATS, TIMBER
WETLAND MATS OR TEMPORARY
LL BRIDGING
J L
EASEMENT
e TYPICAL WETLAND CROSSING DETAIL (TWC)
/ STREAM, TOP OF BANK
\ \ 1
\GAS\
GAS PROP. GAS LINE
G.1
C'S � PERMANENT EASEMENT
S
/ GAS
GqS \
/ c
\GAS\
20' ZONE 2
BUFFER
3 1 / TEMPORARY
BUFFER CONSTRUCTION
EASEMENT
J 3BUFFE 1 2BUFFE 2
BUFFER BUFFER
e STREAM BUFFER DETAIL
FLOVI
SWALE OR OTHER SEDIMENT
8' MAX STANDARD FABRIC
CONTROL DEVICE
PLASTIC OR WIRE TIES.
TEMP ARV
E UI PMENT R SSING
REVISION(S) DESCRIPTION BY
NOTE:
6' MAX EXTRASTRENGTH
8. TOPSOIL REMOVED FROM WETLANDS SHOULD BE
KEPT SEPARATELY FROM OTHER TOPSOIL
STOCKPILES AND REPLACED IN THE SAME AREA. USE
SEED 129 SOUTHERN WETLAND MEADOW MIX FROM
THE ROUND STONE NATIVE SEED COMPANY OR
APPROVED EQUAL FOR FINAL STABILIZATION.
SEE DETAIL SILT FENCE
CORDUROY MATS, TIMBER
WETLAND MATS OR TEMPORARY
LL BRIDGING
J L
EASEMENT
e TYPICAL WETLAND CROSSING DETAIL (TWC)
/ STREAM, TOP OF BANK
\ \ 1
\GAS\
GAS PROP. GAS LINE
G.1
C'S � PERMANENT EASEMENT
S
/ GAS
GqS \
/ c
\GAS\
20' ZONE 2
BUFFER
3 1 / TEMPORARY
BUFFER CONSTRUCTION
EASEMENT
J 3BUFFE 1 2BUFFE 2
BUFFER BUFFER
e STREAM BUFFER DETAIL
FLOVI
SUPPLY WATER TO WASH
WHEELS IF NECESSARY
50' MIN.
PLAN VIEW
2'-3" WASHED STONE
2:1 OR FLATTER
ORIGINAL GRADE
6" MIN.
FILTER FABRIC
PIPE/CULVERT IF
NECESSARY
SECTION A
CONSTRUCTION SPECIFICATIONS:
1. STONE SIZE - USE Z-3" WASHED STONE OR LARGER.
2. WIDTH -1T 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.
8 TYPICAL GRAVEL CONSTRUCTION ENTRANCE/EXIT (TICE)
3
0
K
SWALE OR OTHER SEDIMENT
8' MAX STANDARD FABRIC
CONTROL DEVICE
PLASTIC OR WIRE TIES.
WITH WIRE FENCE
REVISION(S) DESCRIPTION BY
NOTE:
6' MAX EXTRASTRENGTH
A o
CONSTRUCTSEDIMENTBARRIER
FABRIC WITHOUT WIRE
APPROVALS
AND CHANNELIZE RUNOFF TO
FENCE
1. SILT FENCE WITH WIRE BACKING IS USED TO INTERCEPT
SEDIMENT TAPPING DEVICE
4 -MAX ON PONDING AREAS 2" MIN.
r20'RMI .LL
TOTAL WIDTH 32' MIN.
3
FROM SHEET FLOW ONLY. USE SILT FENCE WITH WIRE
re
Q
',f
g
K
STREAMS, WETLANDS, PONDS, SPRINGS, OR OTHER
1 10/02N8
ISSUED FOR CONSTRUCTION REVISION JKC
NATURAL WATER RESOURCES LOCATED WITHIN OR
12' MIN.
NO MORE THAN 24"
ADJACENT TO THE PROJECT RIGHT OF WAY.
WIDTH
z
ENGINEER
F
w
��PIPE/CULVERT IF
GROUND LEVEL
NECESSARY
BOTTOM OF WOVEN WIRE FENCE
SUPPLY WATER TO WASH
WHEELS IF NECESSARY
50' MIN.
PLAN VIEW
2'-3" WASHED STONE
2:1 OR FLATTER
ORIGINAL GRADE
6" MIN.
FILTER FABRIC
PIPE/CULVERT IF
NECESSARY
SECTION A
CONSTRUCTION SPECIFICATIONS:
1. STONE SIZE - USE Z-3" WASHED STONE OR LARGER.
2. WIDTH -1T 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.
8 TYPICAL GRAVEL CONSTRUCTION ENTRANCE/EXIT (TICE)
3
0
K
2
1/4 WIRE MESH
SEDIMENT CONTROL STONE
OR SILT SOCK
CONSTRUCTION SPECIFICATIONS: WATER FLOW- 1 FT MIN 76
• ALL TREES, BRUSH, STUMPS, OBSTRUCTIONS, AND OTHER OBJECTIONABLE MATERIAL SHOULD BE
REMOVED AND DISPOSED OF SO AS NOT TO INTERFERE WITH THE PROPER FUNCTIONING OF THE
SDIVERION. PO
—
—III—III—
III I� I—III—III—II
• THE DIVERSION SHOULD BE EXCAVATED OR SHAPED TO LINE, GRADE, AND CROSS SECTION AS -Iu=uI�II�T- —iii—ll�u flu-IT1-IT1-lil—lil
DESIGNED TO MEET THE CRITERIA SPECIFIED HEREIN AND BE FREE OF IRREGULARITIES THAT WILL
IMPEDE NORMAL FLOW. 1A WIRE MESH 2 FT
• ALL FILLS SHOULD BE MACHINE COMPACTED AS NEEDED TO PREVENT UNEQUAL SETTLEMENT THAT IF STONE IS USED
WOULD CAUSE DAMAGE IN THE COMPLETED DIVERSION.
• ALL EARTH REMOVED AND NOT NEEDED IN CONSTRUCTION SHOULD BE SPREAD OR DISPOSED OF
1 FT MIN
�--� 1 FT MIN
STEEL POST - 2 FT DEPTH
SO THAT IT WILL NOT INTERFERE WITH THE FUNCTIONING OF THE DIVERSION. NOTES:
• PROVIDE SUFFICIENT ROOM AROUND THE DIVERSION TO PERMIT MACHINE REGARDING AND 1. USE NO. 5 OR NO. 57 STONE FOR SEDIMENT CONTROL STONE. 12" SILT SOCK MAY ALSO BE USED.
CLEANOUT.
• DIVERSION CHANNELS SHOULD BE STABILIZED IN ACCORDANCE WITH DESIGNED PLANS AND 2. USE HARDWARE CLOTH 24 GAUGE WIRE MESH WITH 1/4 INCH MESH OPENINGS.
SPECIFICATIONS. J
3. STEEL POSTS SHALL HAVE A PROJECTION FOR FASTING WIRE TO THEM. WIRE MESH (AND WOVEN WIRE FENCE BACKING)
MAINTENANCE: TO BE FASTENED SECURELY TO FENCE POSTS WITH WIRE TIES. THE WIRE FASTENERS SHOULD BE EVENLY SPACED WITH
AT LEAST 6 PER POST.
REMOVE SEDIMENT FROM THE FLOW AREA AND REPAIR THE DIVERSION RIDGE IF NECESSARY.
CAREFULLY CHECK OUTLETS AND MAKE TIMELY REPAIRS AS NEEDED. WHEN THE AREA PROTECTED IS 4. SPACE POST A MAXIMUM 3FT.
PERMANENTLY STABILIZED, REMOVE THE RIDGE AND THE CHANNEL TO BLEND WITH THE NATURAL
GROUND LEVEL AND APPROPRIATELY STABILIZE IT. 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.
a CLEAN WATER DIVERSION (CWD) (:i)SILT FENCE CHECK DAM (SFCD)
y ENERGY LAND & PROPRIETARY A CONFIDENTIAL ALL RIGHTS RESERVED' DO NOT SCALE THIS DRAWING' USE DIMENSIONS ONLY
S INFRASTRUCTURE, PLLC
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
8' MAX STANDARD FABRIC
INAPPROPRIATE DISCLOSURE ALL PREVIOUS PAPER COPIES OF THIS DRAWING MUST BE DESTROYED IN ACCORDANCE WITH RECORDS & INFO. MANAGEMENT (RIM) POLICY 1001
PLASTIC OR WIRE TIES.
WITH WIRE FENCE
REVISION(S) DESCRIPTION BY
CHK
6' MAX EXTRASTRENGTH
NOTES:
FABRIC WITHOUT WIRE
APPROVALS
FENCE
1. SILT FENCE WITH WIRE BACKING IS USED TO INTERCEPT
WOVEN WIRE FENCE BACKING
4 -MAX ON PONDING AREAS 2" MIN.
SMALL AMOUNTS OF SEDIMENT AND REDUCE VELOCITY
TOTAL WIDTH 32' MIN.
AREA CODE
FROM SHEET FLOW ONLY. USE SILT FENCE WITH WIRE
re
sicwauasnainus
BACKING UP -GRADIENT TO, AND ALONG THE PERIMETER OF
g
�. Jm rrF
i1CY VI„
STREAMS, WETLANDS, PONDS, SPRINGS, OR OTHER
1 10/02N8
ISSUED FOR CONSTRUCTION REVISION JKC
NATURAL WATER RESOURCES LOCATED WITHIN OR
SILT FENCE WIITH WIRE BACKING
NO MORE THAN 24"
ADJACENT TO THE PROJECT RIGHT OF WAY.
FABRIC TOTAL WIDTH 36"
OF FABRIC
ENGINEER
ALLOWED ABOVE
2. THE MAXIMUM DRAINAGE AREA SIZE FOR CONTINUOUS
SILT FENCE WITH BACKING SHALL BE 1 ACRE PER 150 LINEAR
GROUND LEVEL
FEET OF FENCE LENGTH. MAXIMUM SLOPE LENGTH BEHIND
BOTTOM OF WOVEN WIRE FENCE
EXISTING
FENCE ON UPSLOPE SIDE SHALL BE 290 FEET (AS
BACKING SHALL BE POSITIONED AT
GROUND
MEASURED ALONG GROUND SURFACE)
THE BOTTOM OF THE TRENCH
eGGas
3. STEEL POSTS SHALL HAVE A PROJECTION FOR FASTENING
WIRE TO THEM. WOVEN WIRE FENCE BACKING TO BE
STEEL POST (TVP.)
FASTENED SECURELY TO FENCE POSTS WITH WIRE TIES.
B" MINBOTTOM
OF 24" MIN.
THE WIRE FASTENERS SHOULD BE EVENLY SPACED WITH AT
.
TRENCH
LEAST SIX PER POST.
STEEL POST (STD. "T" OR "U' SECTION)
4. FABRIC SHALL BE FASTENED SECURELY TO WOVEN WIRE
f
ANCHOR
FENCE BACKING WITH THE TIES SPACED EVERY 24 INCHES
POSITION POST/FABRIC
(PLATES
ALONG TOP AND MIDSECTION.
ASSEMBLY AT VERTICAL TO A MAX 5" FROM
1
sG�,ruaE ar WKG
THE VERTICAL (ANGLED TOWARD FLOW)
PROFESSIONAL ENG/ARCH STAMP
5. STOP SILT FENCE AT PAVED CROSSINGS, USE
�U,I''��G
2" MIN
ALTERNATIVE MEASURE IF NECESSARY.
SILT FENCE WITH WIRE BACKING FABRIC
AND WOVEN WIRE FENCE BACKING
TIEBACK BETWEEN FENCE
6. COORDINATE SILT FENCE PLACEMENT IN WATER QUALITY
WKG
26" FABRIC POST AND ANCHOR STAKE
BUFFERS TO MINIMIZE IMPACT.
EXISTING GROUND
11 ABOVE GROUND TO BE NO. 8 (0.25") HOLLOW SECURE TO POST
FLOW
BRAIDED POLYPROPYLENE BY WRAPPING
111
7. DOT #50R #57 WASHED STONE WHEN FLOW WILL RUN
ROPE WITH MINIMUM
PARALLEL TO THE TOE OF THE FENCE.
TENSILE STRENGTH OF 1,200
BACKFILL WITH COMPACTED SOILS"
POUNDS
MAINTENANCE:
SILT FENCE WITH
111 MIN. 24" POST FLOW WIRE BACKING
1. INSPECT SEDIMENT FENCES A7 LEAST ONCE A WEEK AND
ANCHOR SILT FENCE WITH WIRE 4
BELOW GROUND
AFTER EACH RAINFALL. MAKE ANY REQUIRED REPAIRS
BACKING FABRIC 8" DEEP WITH 4"
IMMEDIATELY.
RUN -OUT LENGTH, COMPACT BACKFILL.
1111
IUI ANCHOR STAKE MIN. 18" EXISTING GROUND
2. SHOULD THE FABRIC OF A SEDIMENT FENCE COLLAPSE,
LONG TO BE PLACED 12"
TEAR, DECOMPOSE, OR BECOME INEFFECTIVE, REPLACE IT
SECTIONAL VIEW
INTO GROUND SILT FENCE TIEBACK
PROMPTLY.
3. REMOVE SEDIMENT DEPOSITS AS NECESSARY TO PROVIDE
ADEQUATE STORAGE VOLUME FOR THE NEXT AIN 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.
TYPICAL SILT FENCE
e
(SF)
L 3' FT
WIRE MESH STONE OR SILT SOCK STEEL POST
PLASTIC OR WIRE TIES
1/4 WIRE MESH
SILT FENCE OR SILT FENCE WITH WIRE BACKING
SEDIMENT CONTROL STONE
OR SILT SOCK
2
1/4 WIRE MESH
SEDIMENT CONTROL STONE
OR SILT SOCK
CONSTRUCTION SPECIFICATIONS: WATER FLOW- 1 FT MIN 76
• ALL TREES, BRUSH, STUMPS, OBSTRUCTIONS, AND OTHER OBJECTIONABLE MATERIAL SHOULD BE
REMOVED AND DISPOSED OF SO AS NOT TO INTERFERE WITH THE PROPER FUNCTIONING OF THE
SDIVERION. PO
—
—III—III—
III I� I—III—III—II
• THE DIVERSION SHOULD BE EXCAVATED OR SHAPED TO LINE, GRADE, AND CROSS SECTION AS -Iu=uI�II�T- —iii—ll�u flu-IT1-IT1-lil—lil
DESIGNED TO MEET THE CRITERIA SPECIFIED HEREIN AND BE FREE OF IRREGULARITIES THAT WILL
IMPEDE NORMAL FLOW. 1A WIRE MESH 2 FT
• ALL FILLS SHOULD BE MACHINE COMPACTED AS NEEDED TO PREVENT UNEQUAL SETTLEMENT THAT IF STONE IS USED
WOULD CAUSE DAMAGE IN THE COMPLETED DIVERSION.
• ALL EARTH REMOVED AND NOT NEEDED IN CONSTRUCTION SHOULD BE SPREAD OR DISPOSED OF
1 FT MIN
�--� 1 FT MIN
STEEL POST - 2 FT DEPTH
SO THAT IT WILL NOT INTERFERE WITH THE FUNCTIONING OF THE DIVERSION. NOTES:
• PROVIDE SUFFICIENT ROOM AROUND THE DIVERSION TO PERMIT MACHINE REGARDING AND 1. USE NO. 5 OR NO. 57 STONE FOR SEDIMENT CONTROL STONE. 12" SILT SOCK MAY ALSO BE USED.
CLEANOUT.
• DIVERSION CHANNELS SHOULD BE STABILIZED IN ACCORDANCE WITH DESIGNED PLANS AND 2. USE HARDWARE CLOTH 24 GAUGE WIRE MESH WITH 1/4 INCH MESH OPENINGS.
SPECIFICATIONS. J
3. STEEL POSTS SHALL HAVE A PROJECTION FOR FASTING WIRE TO THEM. WIRE MESH (AND WOVEN WIRE FENCE BACKING)
MAINTENANCE: TO BE FASTENED SECURELY TO FENCE POSTS WITH WIRE TIES. THE WIRE FASTENERS SHOULD BE EVENLY SPACED WITH
AT LEAST 6 PER POST.
REMOVE SEDIMENT FROM THE FLOW AREA AND REPAIR THE DIVERSION RIDGE IF NECESSARY.
CAREFULLY CHECK OUTLETS AND MAKE TIMELY REPAIRS AS NEEDED. WHEN THE AREA PROTECTED IS 4. SPACE POST A MAXIMUM 3FT.
PERMANENTLY STABILIZED, REMOVE THE RIDGE AND THE CHANNEL TO BLEND WITH THE NATURAL
GROUND LEVEL AND APPROPRIATELY STABILIZE IT. 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.
a CLEAN WATER DIVERSION (CWD) (:i)SILT FENCE CHECK DAM (SFCD)
y ENERGY LAND & PROPRIETARY A CONFIDENTIAL ALL RIGHTS RESERVED' DO NOT SCALE THIS DRAWING' USE DIMENSIONS ONLY
S INFRASTRUCTURE, PLLC
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
NC LICENSE# P-1289
3
INAPPROPRIATE DISCLOSURE ALL PREVIOUS PAPER COPIES OF THIS DRAWING MUST BE DESTROYED IN ACCORDANCE WITH RECORDS & INFO. MANAGEMENT (RIM) POLICY 1001
� WILLIAM K. GUALTIERI
NO DATE
REVISION(S) DESCRIPTION BY
CHK
APPD
DESCRIPTION
APPROVALS
LINE 446 - B E L E W S CREEK PIPELINE
0 09121N8
ISSUED FOR CONSTRUCTION JKC
CPD
WKG
AREA CODE
9335
re
sicwauasnainus
REGIONAL
g
�. Jm rrF
i1CY VI„
1 10/02N8
ISSUED FOR CONSTRUCTION REVISION JKC
CPD
WKG
ACCOUNT NUMBER
0107000
NORTH C
NORTH CAROLINA
ENGINEER
I
GENERAL E PSC DETAILS
PROJECT NUMBER
1626546
D E
slcruruaEiwmus
MGR TECH
g SEAL 023464
eGGas
DRAWING BY
JKC
REG &STD
STOKESDALE NC
COPYRIGHT 2014 PIEDMONT NATURAL GAS CORP.
f
CHECKED BY
SBH
DATE
sG�,ruaE ar WKG
PRINCIPAL
PROFESSIONAL ENG/ARCH STAMP
09/21/2018
�U,I''��G
ENGINEER
CORP. OFFICE 4720 PIEDMONT ROW DRIVE
CHARLOTTE, NC 28210
RESOURCE CENTER REIDSVILLE
APPROVED BY
WKG
PNG-G-446-0001008
SHEET 87 OF 90 DWG SCALE: AS SHOWN
DWG DATE 09/21/18 SUPERSEDED
DAWINGNUMBER REVISION
PNG- C -446- 0001088 1
PNG-DISCIPLINE-RESOURCE CENTER -NUMBER

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NORTH CAROLINA
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NOTFS.
I. STALE AATIERNS ARE I -WENT cN SITE—II
SEE ^.,RLEI STAPLE PATIDRY ®.NSE FOP OETNLS
i E- I—M MAY RE OSED IN PUCE OF WRIE STAPLES
SLOPE
4 DETAIL
American _
Company s
Barth Srie D1R[slon
TEMPORARY MATTING
IN CHANNEL (AMERICAN
EXCELSIOR CURLEX I—
FIBRENET OR ENGINEER
APPROVED EQUIVALENT)
MAINTENANCE:
1. INSPECT SEDIMENT INSPECT SEDIMENT FENCES AT LEAST ONCE A WEEK AND AFTER EACH
RAINFALL. MAKE ANY REQUIRED REPAIRS IMMEDIATELY
1. USE SILT FENCE WITH J. HOOKS WHEN THE PIPELINE CONSTRUCTION 2, SHOULD THE FABRIC OF A SEDIMENT FENCE COLLAPSE, TEAR, DECOMPOSE, OR BECOME
TRANSVERSES A SLOPE GREATER THAN 10% AND SILT FENCE ALONG EITHER INEFFECTIVE, REPLACE IT PROMPTLY.
SIDE ALONE IS NOT EFFECTIVE.
2. SILT FENCE SHOULD BE INSTALLED AND MAINTAINED PER SILT FENCE DETAIL 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.
SLOPE SLOPE LENGTH BETWEEN HOOKS (FT) 4, REMOVE ALL FENCING MATERIALS AND UNSTABLE SEDIMENT DEPOSITS AND BRING THE AREA TO
10 TO 20% 100 GRADE AND STABILIZE IT AFTER THE CONTRIBUTING DRAINAGE AREA HAS BEEN PROPERLY
>20% 50 STABILIZED.
@)
B J—HOOK DETAIL (SFJ)
3'
SOIL MATERIAL
S�OpF RS/o
WgTF�e\° A _
wq TFR BgRq�NF<
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A�
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R ,
F�egRBERM e
1 I
PLAN VIEW
`2:1 SIDE SLOPE
(3:1 SIDE SLOPE WHERE
VEHICULAR
TRAFFIC IS EXPECTED)
SOIL MATERIAL
MIN 9"
LT FENCE
FIBER BAFFLE (TYP) WOOD MULCH OR
COMPOST TO 1/2
HEIGHT OF LOG
MIN 2'
INSTALL MIN 12" EXCELSIOR (PAM)
APPLIED TO TOP SIDE OF WATTLE.
PAM TO BE REAPPLIED TO WATTLE
AFTER EACH RAINFALL EVENT
THAT EXCEEDS 0.5 INCHES.
SEDIMENT PIT (6' X 3'W X 3'D)
18 -INCH FILTREXX
COMPOST FILTER SOCK
OR ENGINEER APPROVED
EQUIVALENT (TYP)
APPLY 4 OZ. EXCELSIOR (PAM)
APPLIED TO TOP SIDE OF WATTLE
AND 1-2 OZ OF PAM IN FRONT OF A
WATTLE (SEE NOTE 3).
SEDIMENT PIT
FLOW _
8" DIA.
COMPOSTSOCK
I AREA TO BE PROTECTED
MULCH OR COMPOST FOR
UNTRENCHED SOCKS
2" X 2" STAKES -
SECTION
AREA TO BE PROTECTED -
SHEET FLOW
COMPOST SOCK
WORKAREA
\\-TEMPORARY
12" EXCELSIOR'
SPACING (FT)
<5
125
TEMPOR
WATTLE
10-20
75
20-33
WATER BAR MATTING IN
OR APPROVED
25
CHANNEL
EQUIVALENT
k --W-6- --MI
INSTALLCOIR FIBER BAFFLE
CROSS SECTION B -B (AMERICAN
MIDDLE OF SEDIMENT PIT
EXCELSIOR CURLEX
OR EQUIVALENT
I SEDIMENT PIT
PROFILE VIEW C -C
SILT FENCE
OUTLET
DIVERSION SLOPE
MAX 2%
WATER BAR—
BACKFILLED PIPE TRENCH
ISOMETRIC VIEW
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 OR 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
WATTLE ON UPSTREAM SIDE WITH POLYACRYLAMIDES (PAM). PAM TO BE APPLIED TO TOP FRONT OF
WATTLE. 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.
WATER BAR INSPECTION & MAINTENANCE
1. INSPECT WATER BARS AT LEAST WEEKLY AND AFTER EACH RAINFALL EVENT THAT EXCEEDS 0.5
INCHES WITHIN A 24 HOUR PERIOD.
2. MAKE ANY NECESSARY REPAIRS IMMEDIATELY.
3. REPLACE WATTLES 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 SLOPE BREAKER (SB)
UNTRENCHED INSTALLATION
,2 SILT SOCK INSTALLATION DETAIL (SS)
(NOT TO SCALE)
D=TRENCH BREAKER TO PIPE INVERT
`SEE NOTE 2 SEE TABLE FOR TYPE OF PLUG
SECTION VIEW
E
CLCVFi I IUIN
REQUIRED SPACING (L) AND MATERIALS FOR TRENCH
TRENCH SLOPE (%)
L (FEET)
BREAKER MATERIAL
5 TO 15
300
CLAY, BENTONITE, OR CONCRETE FILLED SACKS
> 15 TO 30
200
CLAY, BENTONITE, OR CONCRETE FILLED SACKS
> 30
100
CLAY, BENTONITE, OR CONCRETE FILLED SACKS
CONSTRUCTION SEQUENCE NOTES
PLAN
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.
,s TRENCH BREAKER DETAIL
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
DATE REVISION(S) DESCRIPTION BY CHK APPD DESCRIPTION APPROVALS LINE 446 - B E L E W S CREEK PIPELINE
09121118 ISSUED FOR CONSTRUCTION JKC CPD WKG AREA CODE 9335 re sICNATUREIwInus REGIONAL ral
�ep�mwwF
ACCOUNT NUMBER 0107000 ENGINEER � Biu aVJ1� ���a
PROJECT NUMBER 1626546 DATE sICNATUREnNnus MGR TECH Natural Gas GENERAL E PSC DETAILS
DRAWING BY JKC REC&STD STOKESDALE NC
CHECKED BY SBH DATE sIGNTUREIINITI WKG PRINCIPAL COPYRIGHT 2014 PIEDMONT NATURAL GAS CORP. f
APPROVED BY WKG 09/21/2018 WAIIII CORP. OFFICE 4720 CHARLOTTE, C NT 28210 W DRIVE RESOURCE CENTER REIDSVILLE
ENGINEER CHARLOTTE, NC 28210
PNG-G-446-0001008
SHEET 88 OF 90 DWG SCALE: AS SHOWN
DWG DATE 09/21/18 SUPERSEDED
DRAWING NUMBER REVISION
PNG- C - 446 - 0001089 0
PNG-DISCIPLINE-RESOURCE CENTER -NUMBER

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FOLLOW 11ECOMLF MTIDFFH OF BOG IM511 GppUNp AGFMCLKLTUMI C IMFSTONE kaw FFAFIAEIER 0I1E5, SWALES DFNOHE; T DAYS NONE
OR AT A MINIMUM APPLY 111YEAx1 FEA1L=. 1LOFRS
ATIIESPEOMDRAM 1010.50 FERMLEM I.WI HR{E{OLLHITY MOAT DOW) ZONES ?DAYS NONE
RWX'EN'Llfi>: IF %OKI$ARE /DOR LM WLENGTH AND
RE-PgtTLIZE IF GROWTH IS NOT FULLY ADEQUATE.RESEED,RE-PERTKAZE AND MULCH IMMEGµTELV FULLOWINO EFMJSIDN OR SLovEi88'TEF.PER THAN T 1 FDAYS ARE NOT gTeEPER THAN M, 14 MYS ARE
OTHER EINA40E ALLGM O
IIFRNRTDN
CgHfNIXLAKi RUNOFF AND BK19L ry DIF IRrnI M UPLAND AREAS EV ESTABLLSHKNG
P9HNNNL YEGETATNE COIEL DUE To 5TW SLOPES PUSANT ON THIS MGWT,A
FWDpp1 UCMLVAPFUED FLEAI6LF GADwrH MEGuM IPGAIO WILT BE REWIRED TD ESTARUSH
PERMANENT VWITATION ON SAPS ,IM D --%M ALUM CAN BE SEEDED AND MU"F0
PURPOSE
TO REDUCE Ey om AND AREAS
RE SFDIAIENT NF D FROM DIDONOMI ARCM,OM Tp
PFAMANFMLY D ALLO SUYH ANFASwA IE MOST
ECO "ArlLAllmwk iQ ST1E
RTNDFMIDry� Alyp 4L ON'5 SELEL^TTDN OF THE A1mT' APPROPNAT PUNT MAYEMIMS
IEIU
SMDwT RT DIv"wVR
"N PIQUED NOT BE ATFEM7W ON SITE5 TItAT ARE IHYSTIIMAME
DUE lb Cf(I551YE SOIL CUMRRC ON, 1NAPPROPMAP-SOL TWWRF- POOR DRHNAGF,
CONCENRIAFLD CNEMiAAD MM.OR SlIfPNUSLF ROPE UNTIL MFASUAES HAYS LAN
TALLER TO COLRE0 THESE PNCRLIAs,
-0 MAINTAIN A GOOD STAND OF VEGETATICIN THE ROIL MUST MW UYATAM MINIMUM
RppUINEMEXtS ASAGRtriY1NI ACORIA MEENLS^NG SELL GHE%+LR FMYE ?NESE ORDERER
ENOUGH ME G009D f51LT AND CTAYH MAI ERIAL FO W INTAIN ADEERNAl E MOISTURE
AAO OAA NENF SUPPLY TAYAMARGE WAFER CAPAOTY OF AT LFJAST .051NCHES WATER TO 1
INQIOFRO l
• SJUICIFNT PEW %PROOF TO PFRMIT MOAT PENFOATION
• SuPPOERT OEPMOF SOL TO PNOYIDE AN ADE.MIATE RODT Wkt THF OWMTO BOLE
OR IMYIAALLABLE UNVEILS SUCH AS 4NRDPAA6 gIOmO'It 11 INLF115 m WIN, DUPT
ON SLOPES STEEFER THAN t1 WHERE THE ADONIDN OF VAL Is HOT FEASIBLE
A fAVaW-E mH RANGE FOR FLAT U WTH-USUALIY R,O-SLS.
FREE FROM LARGE ROQTP• MAN04M STONES LARGE ODDSOT EARTFL OA TRASH OF
ANY KIM.. ID-001"DSTONES MAY EE LEFT ON SLOPES MOM MAN 3:1 RTHEY ARE
ME WOFO S.EEAU.
IFANYOFIHFARENECRUIRMAXENOTAAET I.E,IFOWILI/G5CIL151VOCLNRSCDEN6E
SHALLOW OR ACIDIC to KIS TION vtm7AADN - S Wvv, AMENDMENTS ARE REOUIREG. RIF.
SOILCONDNONQ.0 DESCRIBED BELOW MAY BE NICSEFEGAL OR 2RNBRAAiL}, TON3DIl MAY BE
APPu67.
sEamRED PRENARATION
INS1Au NiCL5SAW ME51ANC41 FRLWN ANOSEDIMFITARDN CONFFLOI PNACTM BUM
5WNNG ANLL COMPLETE GkhD WG ACCDkDMFE 10 THE APPROVED ROAN
ALL 07,ER AMAN W RH MOPES
PLATTER'THAN 't
UME AND PLFTTUffiI FRFDS SHOULD µ DETLR"E➢ MY SMLTE£Tx OHIECTKYL"Y SAMPLE
CAI101,15 AND INFOWARON SHEETS ARS AVAILARIE THROUGH CIXM]Y AGRICULTURAL
MiNESIDN ELF ICES TLSTNAG 6 ALSO DONE BY COMMERCIAL LABDRATO*M
WHEN SOIL T." RESULTSAIF HOF AMLANIM FOLLOW FATES SUGGESTED IN THE SEEING
5PECIFKATIONSTABLE6
APPLY UNAE AND FERTRIEOY EVENLY AND IRCORPORATS INFO IFR: TOP 4-5 INCJiESD SOIL AY
MONS OR 01 HER SVEFMU YFAW. [PIRATE MAO MNtV ON I HE COM OUR WHEN USMNG
A WORD SEEDER APPLY WAEAND FEMTlUZIA TO A ROUGH, FLOSS SURFACE
RquGHRA RMIFACES PRgR TO SERDR4G
COMPLETE SEEDBED PREPARATION P ORISMUNG UP LAAGELLLOS AND {IKON. INTO A
SMOOTK UNROW AIRFAa LLCM LEA TWIN 5-11 TILL IN OR UPOU DU E59OD6 THAT
TAH mLLwT [PATE; BRoMaLmF 56 INTO A FRE&KY L➢OSFNED SEEGIED TUU F RNs NOT
BEEN SILTED 61Y1AIRFHL
REFORM
IM CPOIREO NEED FOR PFI MANEV/T SUOINO WHENEVER PCISQla
LAEHRI6 Of NOW-CH[RRED SEED IS NSO wqui iD eY RAW. LARFLS tONFAN IMPWANF
INFORMATION ON SED PURITY, 6WAPP MOTION, AND PIERCER? OF WOOD SNOT SEEDS MUST
MEET STATE STANDARDS FOR CONTENT OF NC=U5 WEEDS DO NOT ACCEPT SEED
"T014111W'PAOHIRTED' MP*ULFS W9D-%W.
0OOCUAr tFISUME SEED WITH THE RHQOBRIM MCTMA APPRORNATE TO THE SPECIES OF
MLIME
APPY SLE➢UMFGIWLT WITH A CTCIONL SLLOUL DRG'-rY SPRMIJER DILL C1+LFIPACO.M
SLEOER OR HYDRO SEEDER ON A FIRK F#y1B1E SEUX90.
WHiEN uSTNG A OIULL On CUMPAEKER SEEDER!, bLAME SMALL GRMFL' NO MORE ?1" Y INCH
RFt*.. GRASSES AND LEGUMES NO MCME THAN VL INCH 6jNPQTN7!swQULD BE CAuPATED
W THE FIELD FOA 111E DFSLRED SEFJVNG RATE
WHEN USING BRORDO55T-SEEKING MEMOIRS, SUBDIVIDE ME AREA IWIQ'MDAKARIE
SRYIDNS 00 UMFW.NEME AAwuw OF SM NiluW FOR OUN SECTION APPLT
E HALF FHE SEED WHILE MOVING SAM AND FORTH ALILOSS TILE ARUL. MAKING A UM.FOW
MTEERN• llAUN APPLY THE SECOND HALF IN THE SAME WAY, RIA MOVING AT RW ANGUS
TO 111E POST mss
MITI CH ALL PLANT GS IMMMATELYAFEEA SEEDIRS. WHEN MNG AGRILL OR ORPADOAST
SFREACFR
•. v.To LENGTH.
14 DAYS FK)IIE 71mm. IXCWTFOETERS AMP HOW
ZONE$.
HYDRA" SEEDING
SURFACE AOUGHERWIS ES PARTICULARLY IMPORTANT WHEN HYDRAULICALLY SENTING, ASA
RCIUCHENEP SLOK WILL PROVIDE SOME NARMA COWRASk FOR LIME, F1)(I1LNER FLEM LE
GR4WLIN MEDIUM iOGM) AND NEW. THE SURIFACF SHOULD FRT BE COMPACT ID OR SALOOM
TMRE SEE➢BER PRTPARATOm IS Nor NkNSAJNLA FPR HYDRAULIC SEEN NG op8m QNY SOL,
CLuO& STONES AN a IRAEGULAR1Ag MIDI CAVITIES W WHICH SEEDS GN IO WF
RATE OF FC A AMCATION CATION SHOULD VAIN' BY TYPE AND SHCUM ADHERE lO PCEEDING
SREDHE!AITDNS TABLE
IFA MACHINERY BREAKDOI414 OF 117 TO? HOURS OCCURS AM WIA MORE SLEW NO O%
TAMIL BASED OH TIRE pAG1'OAROFi DIF TPR SLIAERI'AEMAFNING. rH6piWLOWMPENSATE
PON, DAMAGE TQ SEED, BEYOND HQLAO, A FULL RATE OF NEW SEW MAY BE NEMRSAV.
LIME IS NOT NDWAALLY ARVIN WITH A WDPA4UC;EEOE4 BSCAUSE R 6 ABRASME R CAN BE
SLMJN GR BROADCAST ONTO 5T KPROM IN DB'C FORM-
MAIWItHANO
EME>�'AND OF VEGHATLCN CANNOI BE DETEWAINED NO All FULLY ESTWUS W
UNDO SIM COVER HAS PEEN MAINTAINED FDA ONE FUU. YEAR FROM PIAWRNG INSPECF
SFELTED AREAS FOR FAII URE AMC MARE NF MARY REPAIRS AMO RESFSQW#Ce* FMJ THF
SAME SEASON, IF PgBSMLE
REMUNNG AF ASTAND HAS INAMMMTE COVEY RE EVALUATE CHOICE OF PANT MATERIALS
AND QUAINTFDES OF ME AND FERPOZ21= REESTAN4H THE STAND AFIg1 SEMIMSO
PINATA ION OR OCR -SEED THE STAND. COR UCAPT SEEDING TEMPORARC. ALJNAL PEONS
P THE TIME OF YEAR IS 4NOT APPROFgBAIE FOR PTIDAAHEIFt SEEDING.
R VEWATIOH IHC.; TO ORM. WL MUST WE TESTED TO DETERMINE IF REJOIN OR NUTRIENT
NIEL&ANG E S REP OWIR E
FERFULEATON ON THE Tvw-k-DISTURBED SITE FULL ESTAOUSHMENT MAW REQUIRES
ME-MFTl7j%POM IN THE SECOND 6AO'fA1VG SEASON. FINE TUR REQUIRES ANNUAL
MAINTENANCE FMTULOATFON uff.SDIL TESM4 POSSIBLL LIR FDI LOW THE GJIaF211RE5 GWEN
FOR THEW CIHC SEEIBNG MIXTURE
SETmIkF9RORGTIDFAs
E TSS -ARMS TFIAPORAAT IMOD ROW NFM SUDWIl 5WIPCAT"S
SEEOLNR FNR NOTE
SEEORNNG "'-IS
' O AO R�.DP6 UU`o ON RAN MEWS TIIT5E IIOCAl10RS MUE GENFAHW➢ AND
FINIAL SEE WNILFITOas SH LE PLA" BY THE OYVNmoa RINSER EA wNONAANtAt
IWIFLC tOR DURING CONST KUCCOY
TEMPORARY UPLAND SEEDING 5PECIFICATiONS
SOIL AMEN DMENTS (TEMPORARY UPLAND SEE 01NGI
COVERlCOMPAHTON CROPS
COMMON MAA!
APPLICATION TYPIA%D
MULGN, 1AIMPIEA OR
SPECIES
NATE
AMEMDMEMT
APPL10 11011 RATE
LOCATION
SEER EAIX
RATE OJWMRQ
SOAR
NT1LGTgN 147E
NOTEt
lOLBIM REDLINE
PER84 t RYE EARLY FAIL OR m-
DB%'AERE)
AINCELWCONECPAS
SPRING
YEAS$ TART OILS CUT.
ArxTrcn 5115 HR
7
GOOD GERMWATLDR. DIF! OFT
MROCERA RAMOSE
BFLOYAVTCP MILLET SPRING.SuMME1I 70.50%
WITH FRp^T. DOE$ RPT
EASTERN GAMAGRASS
E
TOLERATE NQWING.
APPLY RWLCH BY RCY94% NETFERIL OR
MUGWRET,YIIAAE]p,RT+ONBGF
GROIAG AGRICULTURAL
2DfA
SLOPES .10fA
ANNLHL RYE [VENN
L71.RJAGAE
MACH
P-WHILT TACKING AT 400 QALhkORE SEED
ILOE. TF5rEl O1i ATAMINIMIM
on TA m1SIFSWAi
LEMF.5151NC
ELYMM CANAOP79S
C4WADA YALE RTE
2
04AMA[LR6TAFASCINGTA
EAOWIRf✓AraPl
AND SOIL AMENOMEHTS WILL BE
SRCAOCA.'TT PRIOR TO APPLYING MR-Rpl.
APPLY LIME
THEgpEOLFgO RATE
INDMN WANEW
2
DUOBYSRAWAS
PURPLE POP
1
AjaE7YATTUIFRIg51
OLI TENELY WEED
RR10-10 FEFOILQflR
150
CDHF FLOWER
1
lill"NU5ANQ8TAGUUS
TACK-FSANTAGV
SEEO AND BOIL AMENCINNO TWILL BE
FttiANTWS PNAYIIR AAA
MAXIMWAN'5 SUNFLOWER
1
SLC m-0%TO *7N%
ANNUALfm GPNN
45LOVAGRE
I4Am LBSNACPS)ON
BROADCAST PRIOR TO APIKY11I4D
1
SYMPHYOP.muM RLOSLNA
HEA HIAASTER
1
GUM(IBOUSSNim)
TACJOFFSE
MSKNRLWANCE
ROPES.7,SSL
ANNUAL Rl'E GRAIN
45 LBSIACAE
FGAV-
SE ED AND SW I.AMFOIDME7NTBWC FIE
R€-fYRALI> NrT3ROWTN IS NPFRUL4Y ACLVL2ATE R2RFFIy, R>:1sRTILI�AAIP MULFyV
AWLICATION O: SOL AMEAnMtNrs WITHIN RIPARIAN AREAS sNALLBE EDNauNam ATAGRDNOMIC FNTRS AND SNAIL
COMPLY WITH ALL UMEA APPUMA E FEDERAL, STATE AND LOCAL R1G11ATPDNS. SOL AMENDAtr-I1TS SNA LBE APPLIED IN A
MANRER THAT MINIMISES QDWACT WTFN SU"ACE WATER,
IIp00 L13sIALWq
SRWDCJAST PRHCR Tq APpLY1NG Fpµ
IM4F-DIATELY FOLLOWING EJpO9DN OR OFFING! DMIAOL
DEFINITION
CONTRry - i414OFF ANP EROSION ON O6nRL1E0 RIPARIAN AREAS M MAELa INF KIFRMI&L-Vff*TATIVE COVER WFFH NA -NE WARM SEER
MU"O"
10 AMU EROSION AND DECREASE SEDIMENT YFND FROM Vill UNNO AREAL, AND TO PUMANMNLV STAIRUn SUCH ARIAS IN A MANNER )HAT 6 ECONOMICAL.
ADAPTS TO SOT CONWECIFFM MID ALCI SSELEUCIR OF FILE MOST APAROPRNTE RAW MATERIALS
EEEDBm REMEFRL
Y�IZAAIFF I 9STAND OF PAPATWA VEGETATION, THE %OIL MM BE THE WCPSOA TFLK7 HAS MEN STOCKPILED UL MNG THE GRADING AND OWAVA-WN
OPWATRkFS. FIRS TOP SOL SHOULAAW NAVE THESE OUTSTA
• LNROWI{ Hml GFWN wISO.; AND CLA O MATERNL r0 MHN FAIN AcIECURIE MD6tuNE AND NUTRNHT SUPPLY CAYAILAIEL: WAFERIAPAOIY OF. Al LPM DS NTCNLS
WATT1 TO 1 MCH CR SOIU.
SUFFKOENT NMI SRACE 11) PERAATT BOOT MNFTRAMIN.
• SUFFQW OWER OF RRL TO PROVIDE AN ADEQUATE ROOF ]-'ONE THE DEPM TO ROCK CNL IMPFAMEARLE LAVERS RPCH As HARDPAN; SFIWLO gE 171NOIR OA
MORE, ERQFPf M SLOPES STEEPER T W W Z 1 V411511E THE AggmON OF SAIL 4 NOF FE,LSIRLz-
• A FAVORABLE RK RANGE FOR PLANT 6MCANIH. USUALLY 60-83.
• PEE FROM LARGE FOOT; BRANCHES 0-014K LANCE CLOGS OF EARTM DA TRASH OF: ANY CNO. COMAFID SONES MAY R LEPT CAI moPE;;TESFEk MAN 3;1 M
THEY ARE TO BE HYD40 REELED
a O ANL' CIL ALIM MENTSER E AAEMOi N14DWEY IF FFRTIUj SDI Uy OOP COAASL PEN;E. SF0 a TE)ON BANK
fO E I WNTATgN - WATER-
EAPPOCATKDH
DF VENTIO AMpYpM OF BELOW MAEO, BENEFICIAL
L ORP ERM03r RIOT OCCUR WOHLY Ip' OF iq OF SFEIA OR COME IN COWOAAT YArII WATFA RFE SOIL
LDNIXDOANRS OLACIBF➢ BELOW ANY RE REHEFYAL OR PRFFEAAiXT. 1QPigl MAY N AW'hD.
SRDWDPREPWTKW
MT&L i�M05loH AN D SEDIMENTATION CONTROL Pm&:Pm5 upon wONG. NFD COmKm amoiNG ACCORDING TO THE Ar"mcO PLAN.
ROUGHEN RIMIAN SURfACF5 BY 11MIN G. RA9M 14MMDVI NG, OR OTHER SWAOLE METHODS PRIOR 10 SETOING.
COMPLETE SEEDED] PREPARATION RY BREAMAGO?LARGECIDDS AND RAKING LWTD A BADOM UN IFORM SURFAIS BROADCAST SEED INTO A FRESHLY LOOSENED
SHORED TOUT HAS Na-- OEM SB SY RAI NFALL
VMO SEED FOR WINE RIPARIAN SLIDING
LANNftW, OF NON CERTIFIED SEED IS ASO REOIDIRM Ov LAW. LASFLsCOTAIN INIPMAM AIFORMATICIN ON SEED POwl Y. PRI NWIDN. ANO PREMa CN WOM
SEEDS TiEEpS MUSE MEET STAR STNFDARD5 FPR CONIT2KT OF H0KR7l+s YYEEDS [ID FIO AQCM SEEP WIATAINIFG'PWOHIBREQ' ig10005 WEED BSEP
APPLY SEED UNIFORMLY M HAND OR PERSCHIML EOUIR4L WITH A SRCUOCMT SPREADER
SIMEW USNG NNAOADE:A.RJSEEDIAIG METNDu% SIIBONTM THE AREA WTO Wood ABLE SECTORS AND DETERMINE THE AMOUNT 00 SPEED N-MIJED FCMI EACH SECTION.
APPLY VDI$FLLSF THE SEED WHOLE SIRING BACK AND FL414 Ai S THEAAEA MATING A LINEPOW PATfENk THEN APPLY THE SETLND NAL M ME SAMF WAY, RIOT
MOVING AT RIfdRT"C'm TD TME RRSF TABS.
INAR47101ANOE
O:NERAUY. A STAND OF VEGEFATRIN CANNOT BE DMWNED TO RE fMf MASU514M UNM 5OL C17VER HAS RUN MAINTAINED FOR ONE FULL MEAN FROM PLANTING.
INSPECT SEEDED AREAS FOR FAntmT AND MAS MCMARY REPASS AND p[STTrur•C: WTFMRN THE SAME SEASON, IF POSSIBLE
RESEEDING- IF A STAND HAS INAOWUATE CCVR IWEVALUATE CHORD OF PANT MATERA14 RE KO EUSH THE STAND AFTER SEEpEEL VANENF AAIEON OR Om- SFOD
THE STAND
ftlOIXG SPBANGTgIFf
SEE iheLtS FOR R,MARUUN MEAS SEIAXWS SPECIFICATIONS T415 CUSTOM= W-01NG Wwfifilf WAS MELCPC-D FOR TIPS PROACI V,, AND 1510 BE OBTAINED FNOIA
MELLOW MARS FARMS ;919742-jNft
pEF1NTTDEF
7DNFIIaLLENG RUNOFF AND EROSION ON DISTURBED WERAY D AREAS R• E5fABu0im PERENIAIAE YEGFTATYE COYER MPN NATIVE WMAN0 NEED-
ME
EED.
PIILPpyI
1' vltc NAND NS ATASE nWl5 TYIELO OF OGT MOST
A SIDERS AND TO THAI EFfTLY STATYgE SUCH AREAS wA MANNER T/Ur IS FLDIA}.IICAL
ALNNTS TO SRE [PROF[FON; AN0 ALLIN,55E9ECn6N OF T. Rt05'F AFPA6PTUATE PLANT R41TEwALS
�Bm AEfLIpRMBT¢
TO MNHTAIN A GOOD STAID OF W ALIO NVVEGETATION, HMEC THE 50K MK5T SIE THE 1gP598 THAT FIRS BEEN 5TOCKPILFD WRING THF [iU,GANG AND ELFEAyATR7Y
OVERAraNTs TINTS TOP 501E SHOIiDALSO FN71VE THEE CIWDEAN'
. FREE FROM LARGE ROOFS, LAANCHITF SFONES, LAMpE QlMSQ1EURTH, DATRASHOFANY ONO.
FD PFmARAYIDN
ALL N PKDT IN WFTANI-A MEMANWA. EWSLON AND SOXMENIAMN MNTROE PRACTICK 1E10PE5EEONTG AND NFTIAN GRAOLSTQ
ORIGINALS CONTOURS AS MUCH AS PWICPCAALF
i 14914 WETAND 5LIFFMFS RP msUMR RAIONO, MPRQWWG OR OTHER SUTABLE METHODS PRH39 TO SERINE
CSWUETE SEEDBED PFIVAPATION BY 9NEAMNS UP LARGE CLODS AND AAOLING IN TO A SMOGIR UNIFORM SURFACE BRCMDCASFSQOM1p AFAEk13YLOO5ENED
SEEDBED FIM F HAS NOT BEEN SOILED 8Y RAINFALL
p ms
USE rMlOMO;EEO FOR NATNE YATtAND SEEDING.
AIDING OF fRON-CER IFIED SEED 15 ALSO RECuNRCu RY AW. LARELR"FAIN IMPORTANT INFORANTION OFF SEND PJNRT', GERMMTIOt4. AND PRLIMCE OR WOOL
SEEDS SELLS MUST MEET STATE SIANOAADS NOR CONYEN) OF'POROUS w&,7S OO NO AMP' 510 COWTNNING'YR0y01 FED, NOMROLd WEED SLED.
APPLY SED] UNODIDALY W HAND OR POLSONNE'L hQWK1111 WITH A BRDADCCIR SDIIEADEF.
WINER USING BROADCAST -SEEDING METHCOS, SUBOMDE TF IE AREA INTO WORKABLE STCOONS ANC, DETERMAIE WNL AMQuNT Cf SE UD NEEDED fOR CREW+SECTION
AFPLT ONE-HALF THE SEED WHILE MOV NG MQK MGD TORT"ACRIM IDLE AREA M"K A UNNOW PATTERN' THEN APPLY I HE SECOND FV UE IN THE SAME WAY-qLn
MDA NEE AT FRGfII µ6[L4 TO THE FRET PASS
SIOlf_O[APPIY h"CH IN WFTANDS DO NOT AM FT]ITItJER
AIAIN1110INRNL4
M-09 T,A51AND OF VEIWAI ON CANNOT LE OMMMMED TO 6E FWIV EST MUSHED UNTIL SOISCOYEA T AA5 BLEFI VAIN IMINE) FOR ONE WILL YEAR FROM PANTING
,NSPKI SEEDED AREAS FIX FAILURE. AND MAKE NF4ESSLARY ROARS AND RESLEDING5 WITHIN THE SAME 5EASDN IF FDESIME
41' A STAN , HAS IHAOEQUATE COKER RFRVAWATE c4ov DIF PLANT MATERIALS. QlASTAINUyt THE STAND AMER SEEDBED PREPARATION OFF OVER- SEED
THESTAND
�ING'.DlGFICAT1E1N5
-��EHDNG SPECIFIC IrICHJS. FESCUE 15 PRONIBI TU1 IN WEtANO PAPAS
NATIVE RIPARURN & WETLANO SEED
NAIPM RIPARIAN & WETIAND aped
COVERlCOMPAHTON CROPS
COMMON MAA!
GOVEFOCOMPANKDN CROPS
NOTE'S
SPECIES
COMMON NAME SEASON NAL%
NOTES
$E'NF['FAFdIF
CEREAL OR EARLY SPRING 30 LILVACTIE
LXa s 3iTALL 611E NOrA
50ONG
Wmm RTE OR FALL
STROM A CDMPeTTFVR
lOLBIM REDLINE
PER84 t RYE EARLY FAIL OR m-
SHORTER RYE' LAM ABOUT 2
AINCELWCONECPAS
SPRING
YEAS$ TART OILS CUT.
ArxTrcn 5115 HR
7
GOOD GERMWATLDR. DIF! OFT
MROCERA RAMOSE
BFLOYAVTCP MILLET SPRING.SuMME1I 70.50%
WITH FRp^T. DOE$ RPT
EASTERN GAMAGRASS
E
TOLERATE NQWING.
pEF1NTTDEF
7DNFIIaLLENG RUNOFF AND EROSION ON DISTURBED WERAY D AREAS R• E5fABu0im PERENIAIAE YEGFTATYE COYER MPN NATIVE WMAN0 NEED-
ME
EED.
PIILPpyI
1' vltc NAND NS ATASE nWl5 TYIELO OF OGT MOST
A SIDERS AND TO THAI EFfTLY STATYgE SUCH AREAS wA MANNER T/Ur IS FLDIA}.IICAL
ALNNTS TO SRE [PROF[FON; AN0 ALLIN,55E9ECn6N OF T. Rt05'F AFPA6PTUATE PLANT R41TEwALS
�Bm AEfLIpRMBT¢
TO MNHTAIN A GOOD STAID OF W ALIO NVVEGETATION, HMEC THE 50K MK5T SIE THE 1gP598 THAT FIRS BEEN 5TOCKPILFD WRING THF [iU,GANG AND ELFEAyATR7Y
OVERAraNTs TINTS TOP 501E SHOIiDALSO FN71VE THEE CIWDEAN'
. FREE FROM LARGE ROOFS, LAANCHITF SFONES, LAMpE QlMSQ1EURTH, DATRASHOFANY ONO.
FD PFmARAYIDN
ALL N PKDT IN WFTANI-A MEMANWA. EWSLON AND SOXMENIAMN MNTROE PRACTICK 1E10PE5EEONTG AND NFTIAN GRAOLSTQ
ORIGINALS CONTOURS AS MUCH AS PWICPCAALF
i 14914 WETAND 5LIFFMFS RP msUMR RAIONO, MPRQWWG OR OTHER SUTABLE METHODS PRH39 TO SERINE
CSWUETE SEEDBED PFIVAPATION BY 9NEAMNS UP LARGE CLODS AND AAOLING IN TO A SMOGIR UNIFORM SURFACE BRCMDCASFSQOM1p AFAEk13YLOO5ENED
SEEDBED FIM F HAS NOT BEEN SOILED 8Y RAINFALL
p ms
USE rMlOMO;EEO FOR NATNE YATtAND SEEDING.
AIDING OF fRON-CER IFIED SEED 15 ALSO RECuNRCu RY AW. LARELR"FAIN IMPORTANT INFORANTION OFF SEND PJNRT', GERMMTIOt4. AND PRLIMCE OR WOOL
SEEDS SELLS MUST MEET STATE SIANOAADS NOR CONYEN) OF'POROUS w&,7S OO NO AMP' 510 COWTNNING'YR0y01 FED, NOMROLd WEED SLED.
APPLY SED] UNODIDALY W HAND OR POLSONNE'L hQWK1111 WITH A BRDADCCIR SDIIEADEF.
WINER USING BROADCAST -SEEDING METHCOS, SUBOMDE TF IE AREA INTO WORKABLE STCOONS ANC, DETERMAIE WNL AMQuNT Cf SE UD NEEDED fOR CREW+SECTION
AFPLT ONE-HALF THE SEED WHILE MOV NG MQK MGD TORT"ACRIM IDLE AREA M"K A UNNOW PATTERN' THEN APPLY I HE SECOND FV UE IN THE SAME WAY-qLn
MDA NEE AT FRGfII µ6[L4 TO THE FRET PASS
SIOlf_O[APPIY h"CH IN WFTANDS DO NOT AM FT]ITItJER
AIAIN1110INRNL4
M-09 T,A51AND OF VEIWAI ON CANNOT LE OMMMMED TO 6E FWIV EST MUSHED UNTIL SOISCOYEA T AA5 BLEFI VAIN IMINE) FOR ONE WILL YEAR FROM PANTING
,NSPKI SEEDED AREAS FIX FAILURE. AND MAKE NF4ESSLARY ROARS AND RESLEDING5 WITHIN THE SAME 5EASDN IF FDESIME
41' A STAN , HAS IHAOEQUATE COKER RFRVAWATE c4ov DIF PLANT MATERIALS. QlASTAINUyt THE STAND AMER SEEDBED PREPARATION OFF OVER- SEED
THESTAND
�ING'.DlGFICAT1E1N5
-��EHDNG SPECIFIC IrICHJS. FESCUE 15 PRONIBI TU1 IN WEtANO PAPAS
NATIVE RIPARURN & WETLANO SEED
REEDING m ATU E
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PNG- C - 446 - 0001090 0
PING -DISCIPLINE -RESOURCE CENTER -NUMBER

HORIZONTAL DIRECTION DRILLING (HDD) CONTINGENCY PLAN
DUKE ENERGY
HDD is a common method used to install underground utilities through heavily developed areas,
roadways, waterways, steep slopes, and environmentally sensitive areas to minimize the
surface disturbance that traditional open -cut trenching methods typically require. HDD
construction generally limits disturbances along project corridors which may result in a smaller
environmental footprint.
HDD operations have the potential to release drilling fluids into the surface and subsurface
environments through nearby utilities, unconsolidated sediments, fractured bedrock and faulting
or other local structural features. The drilling fluid typically will flow into the surrounding rock and
sand and travel toward the ground surface. The drilling fluid, a bentonite slurry (other additives
may be included as well), is used as a lubricant during the drilling of the bore hole, enabling the
rock and soil cuttings from the drilling process to be carried back to a containment bay at the
ground surface at the drilling site. It also builds a borehole mud cake or lining which can act as a
seal to prevent migration of fluids either into or out of the borehole and enhance the stability and
integrity of the bore hole. Bentonite is a non-toxic, naturally occurring clay commonly used for
agricultural purposes such as decreasing water loss in ponds and soils. Other common
additives include:
Additives Functions
Polymers
Aids in maintaining borehole integrity; control
of fluid loss; management of fluid viscosity;
cuttings encapsulation; viscosifier, friction
reduction and flocculant
Clay Inhibitors / Surfactants
Reduces swelling and sticking tendencies
during drilling operations and down time;
torque reduction
Drilling Detergents
Reduces surface tension and sticking
tendency of clay cuttings; aids in prevention of
bit balling and mud rings; torque reduction
Pyrophosphates
Dispersant; aids in thinning and reduction of
flocculation in the drilling fluid; aids with bit
balling
Soda Ash
Reduces hardness of make-up water; aids the
yielding process
Note that there is no hydraulic fracturing of shale for oil or gas production associated with this
method of directional drilling on the site. The HDD bores should be designed to provide
sufficient depth below water crossings and/or wetlands to reduce the risk of drilling fluid
releasing into such features.
While drilling, fluid seepage away from the borehole is most likely to occur near the bore entry
and exit points where the drill head is shallow; although seepage can occur in any location
along an HDD. This Horizontal Direction Drilling Contingency Plan (Plan) establishes
operational procedures and responsibilities for the prevention, containment, reporting and
cleanup of fluid loss incidents associated with an HDD project. Project drawings and
specifications also provide details of the HDD portion of the project.
The contractor responsible for the work must adhere to this Plan during the HDD process.
Although HDD Contingency Plans are not routinely reviewed or commented upon by regulatory
Page 1 July 12, 2018

HORIZONTAL DIRECTION DRILLING (HDD) CONTINGENCY PLAN
DUKE ENERGY
agencies during project review and approval processes, such plans are often requested by
regulatory agencies when Inadvertent Releases (IRs) occur. Therefore, the Plan and IR reports
may come under regulatory review during regulatory visits, inspections or IR response actions.
The specific objectives of this plan are to:
1. Minimize the potential for a drilling fluid release associated with HDD activities;
2. Protect environmentally sensitive areas;
3. Provide for the timely detection of drilling fluid releases;
4. Ensure an organized, timely, and efficient response in the event of a release of
drilling fluid; and
5. Ensure appropriate notifications are made immediately to appropriate Duke Energy
project and environmental support staff. Duke Energy will be responsible for
notifications to appropriate regulatory agencies.
Pre -Construction Measures
Before any HDD commences, an environmental safety meeting will take place. This Plan will be
discussed, questions answered and any potential conflicts reconciled. The Site Supervisor shall
ensure a copy of this Plan is available (onsite) and accessible to all construction personnel. The
Site Supervisor shall ensure all workers are properly trained and familiar with the necessary
procedures for response to a drilling fluid release prior to commencement of drilling operations.
Other best -management measures are listed below:
1. Anticipated drilling fluid mixtures descriptions are to be provided during the project
review process, including all product Safety Data Sheets (SDSs) of commercial mud
mixes and additives. All such SDSs shall be maintained at the project site.
2. Appropriate HDD drilling fluid spill response items (See Appendix A) shall be kept
onsite and used if an IR of drilling fluid occurs.
3. Prior to construction, the work areas must be flagged and the environmental limits
defined (wetland boundaries, setbacks, etc.). Erosion and sediment controls will be
placed on downgradient sides of the drilling rig location and around the drilling fluid
containment bays as a preventative measure against drilling fluids leaving the drill rig
site. If the project has not necessitated the preparation of a formal Sediment &
Erosion Control Plan, Best Management Plan (BMP) details for appropriate controls
should be reviewed and considered from the Duke Energy Construction Stormwater
Planning Manual (April 2017; Document GDLP-ENV-EVS-00006). Additional details
regarding environmental sensitive areas and construction activities can be found in
this document.
Fluid Loss Response and Measures
The response of the field crew to a drilling fluid loss shall be immediate and in accordance with
procedures identified in this Plan. All appropriate emergency actions that do not pose additional
threats to sensitive resources will be taken, as follows:
1. Containment bays will be in place at both the drill entry and exit points to prevent
drilling fluid from leaving the drill rig site at the entry and exit points. Sufficient
freeboard (two (2) feet) shall be maintained in all containment bays. Silt fences,
Page 2 July 12, 2018

HORIZONTAL DIRECTION DRILLING (HDD) CONTINGENCY PLAN
DUKE ENERGY
wattles, or other appropriate measures shall be placed along the downgradient
boundaries of the drill rig site.
2. The viscosity, pressure and volume of drilling fluids will be closely observed by the
drilling contractor during HDD activities to watch for indications of fluid loss or
developing borehole conditions that could increase the likelihood of an Inadvertent
Release.
3. Drilling operations will be halted by the drill rig operators immediately upon detection
of a loss of circulation, a drop in drilling pressure or any other indicator of fluid loss.
The loss of drilling fluid to the surface is typically greatest at shallow locations,
typically near the entry and exit points of the HDD.
4. Characterization and documentation of any inadvertent release shall begin
immediately. The Site Supervisor and Site Environmental Inspector shall be notified
immediately. Once IR identification occurs, the Site Supervisor shall immediately
notify Duke Energy Environmental support staff. Photographs, details of the release,
location, volume released, receiving stream characteristics and other important
information should be collected and reported immediately to the appropriate Duke
Energy Environmental staff. Containment efforts in accordance with this Plan shall
commence immediately but clean-up of drilling fluid IRs must wait until appropriate
consultation and concurrence from Duke Energy Environmental support staff.
5. In the event of a loss of drilling fluid, the Site Supervisor and Site Environmental
Inspector shall conduct an evaluation of the situation and direct recommended
mitigation actions, based on the following guidelines of the severity of the fluid loss:
a. If the loss of drilling fluid is minor, easily contained, has not reached the
surface and is not threatening environmentally sensitive areas, drilling
operations may resume after use of an approved leak stopping compound,
redirection of the bore or alteration of drilling techniques as applicable based
on site geological conditions and equipment or operator capabilities.
b. If drilling fluid reaches the land surface, the area will be isolated with silt fence,
wattles or similar measures to contain drilling fluid.
i. A containment or relief bay may be installed on high ground to keep
drilling fluid from reaching environmentally sensitive areas and
removal will begin by vac -truck or hand tools.
ii. In areas that cannot be reached by a vac -truck for drilling fluid
removal, a tiered system of contained areas will relay drilling fluid to a
location accessible by a vac -truck and removed.
iii. If it is not possible to relay drilling fluid to a suitable location for
removal by a vac -truck, drilling contractor workers will use hand tools
and vacuums to remove the drilling fluid from contained areas.
iv. Any material coming into contact with drilling fluids shall be removed
to a depth where there are no visible signs of the spilled material,
contained and properly disposed of, as required by Duke Energy
policies. The drilling contractor shall be responsible for ensuring that
the drilling fluid material is either properly disposed of at an approved
Page 3 July 12, 2018

HORIZONTAL DIRECTION DRILLING (HDD) CONTINGENCY PLAN
DUKE ENERGY
disposal facility or properly recycled in an approved manner.
Contractor must provide Duke Energy with documented proof of
disposal.
c. If drilling fluid reaches the surface in surface waters or wetlands, the following
actions will be initiated.
i. For low volume, low flowing streams, a coffer dam (or equivalent) for
containment will be installed downstream.
ii. Photographs, details of the release, location, volume released,
receiving stream characteristics and other important information
should be collected and reported immediately to the appropriate Duke
Energy Environmental staff.
iii. For higher volume, larger flowing streams, a coffer dam (or
equivalent) may be installed both upstream and downstream.
Consideration should be given to use of bypass pumping to ensure no
flooding or potential loss of containment.
iv. Removal of drilling fluid released to high -ground will begin by
appropriate equipment or hand tools immediately. If the fluid loss is
widespread, the Site Supervisor may discuss the use of a vac -truck
with Duke Energy Environmental staff.
v. Due to potential adverse environmental impacts, no released material
located within streams or wetlands shall be removed without prior
discussion with Duke Energy Environmental support staff.
vi. Duke Energy Environmental support staff will be responsible for any
regulatory notifications.
Response Close-out Procedures
When the IR has been contained and cleaned up, response closeout activities will be conducted
at the direction of the Site Supervisor and Site Environmental Inspector and shall include the
following:
1. The recovered drilling fluid will either be recycled or hauled to an approved facility for
disposal. Contractor shall provide Duke Energy Environmental support staff with
documented proof of disposal. No recovered drilling fluids or materials will be
discharged into streams, wetlands, storm drains or any other environmentally sensitive
areas;
2. All spilled drilling fluid excavation and clean-up high ground sites will be returned to pre -
project contours using clean fill, appropriate seeding activities, as necessary. Clean up
to areas within wetlands, streams or other sensitive environmental areas will be on a site
specific basis in consultation with Duke Energy Environmental support staff and
regulatory agencies, if appropriate; and
3. All containment measures (wattles, straw bales, silt fences, etc.) will not be removed
until the site is properly stabilized and such removal is authorized by Duke Energy
Environmental support staff.
Page 4 July 12, 2018

HORIZONTAL DIRECTION DRILLING (HDD) CONTINGENCY PLAN
DUKE ENERGY
In addition to the HDD IR Documentation Form (See Appendix B) the Site Supervisor and Site
Environmental Inspector shall record narrative details of drilling fluid losses or IRs in their daily
log. The narratives shall include any notes or details regarding containment, characterization,
cleanup or stabilization activities not otherwise captured from the HDD IR Documentation Form.
Construction Re -start
For small releases which do not reach surface waters, wetlands or other environmentally
sensitive areas, drilling may continue if the release is promptly contained and cleaned up, and at
least one member of the clean-up crew remains at the drilling fluid loss location throughout the
remainder of the drilling of the bore.
For all other releases which impact environmentally sensitive areas, construction activities will
not restart without prior approval from Duke Energy Environmental staff. IRs into
environmentally sensitive areas will require at least one member of the clean-up crew to remain
at the drilling fluid loss location throughout the remainder of the drilling of the bore as well as
having one member track with, or slightly behind, the drilling head to observe any signs of
potential releases.
Bore Abandonment
Abandonment of the bore will only be considered when all efforts to control the drilling fluid loss
within the existing HDD have failed or borehole conditions have deteriorated to the extent that
completing the bore is infeasible. The borehole will be completely abandoned and a new
location determined. Any borehole abandonment locations will be documented and shown on
any as -built documents.
The following steps will be implemented during abandonment of the borehole:
1. Determine the new location for the HDD crossing.
2. Insert casing, as necessary to remove the pilot string.
3. Pump a thick grout plug into the borehole to securely seal the abandoned borehole.
Communications During an HDD Project
Communications for routine aspects of an HDD should be between the HDD Contractor Site
Supervisor and Duke Energy/Piedmont Project Manager. During IRs, the Duke Energy
Environmental Support staff should be incorporated into such dialogs for guidance and
concurrence on IR response actions. The Duke Energy Environmental Field Support staff will
provide IR details to the Duke Energy Water Subject Matter Expert (SME) for consultation and
determinations regarding regulatory notifications and response activities. The Duke Energy
Water SME will consult with appropriate Duke Energy management representatives regarding
verbal and/or written regulatory notifications and guidance for any response actions. Design
consultant should also be integrated into the activities to benefit from experience or educational
opportunities to improve or enhance HDD design or construction aspects.
Page 5 July 12, 2018

HORIZONTAL DIRECTION DRILLING (HDD) CONTINGENCY PLAN
DUKE ENERGY
Appendix A - HDD Drilling Fluid Spill Response Items
Containment, response, and clean-up equipment will be readily available at the HDD site to
assure a timely response to IRs. Equipment may include, but is not limited to:
- shovels, push brooms, squeegees, trowels, pails and/or other appropriate hand tools
- hay or straw bales, wattles and wooden stakes
- silt fence, T -bar posts, post pounders
- plastic sheeting or geotextile fabric
- sediment/silt curtains, sand bags, absorbent booms or pads
- pumps with sufficient suction & lifting heads; control & check valves and leak -free hoses
- tanks for non -potable water and/or waste mixture storage
- extra radio, cellular phone(s), batteries, flashlights, lanterns
- wetland mats for worker foot -traffic into wetlands
- wetland mats for equipment
- earth moving equipment (backhoes, dozers, skid -steers, as appropriate)
- standby generator(s), light plant, lights and towers, electrical cords
- secondary containment for all on-site mobile equipment, fuel, lube or other chemical
storage containers
- vacuum truck (or on 24-hour call)
- boat with oars or outboard motor (or on 24-hour call)
- SDS sheets for all on-site materials
Page 6 July 12, 2018

HORIZONTAL DIRECTION DRILLING (HDD) CONTINGENCY PLAN
DUKE ENERGY
Appendix B - HDD Inadvertent Release Documentation
Project Name/Number:
Location/Address (Narrative description if necessary,
project drawing #, station #, lat/long, GPS coordinates,
etc.): Include County of incident
Project type: Resource Center or Major Project?
Site Supervisor / Contractor / Cell Phone Number:
Reported By / Cell Phone Number:
Release Date (mm/dd/yyyy):
Release Time (hhmm):
Estimated Impacted Area (Dimensions - length, width
(ft) & depth (in.):
Characterization (fluid type) and Estimated Release
Volume (gallons)
Estimated Duration of Release (min.):
Potential or Actual Environmental Impacts (wetlands,
waterbody (stream name if known), drainageways, or
other areas within 100 feet of water):
Contained To Permitted ROW? (Yes/No)
Assessibility Requirements (4x4, equipment or worker
access mats, hose length, etc):
Proposed method of drilling fluid / waste recovery:
Proposed waste material storage or disposal plan:
Proposed disposal site for waste material:
Photo Documentation (provide pre -cleanup photos of
IR, upgradient, downgradient views, impact areas)
Page 7 July 12, 2018

SAW -2018-00885
Determination of Jurisdiction:
A. ® There are waters including wetlands, on the above described project area that may be subject to Section 404 of the
Clean Water Act (CWA) (33 USC § 1344) and/or Section 10 of the Rivers and Harbors Act (RHA) (33 USC § 403). This
preliminary determination is not an appealable action under the Regulatory Program Administrative Appeal Process
(Reference 33 CFR Part 331). However, you may request an approved JD, which is an appealable action, by contacting
the Corps district for further instruction. Please note, if work is authorized by either a general or nationwide permit, and
you wish to request an appeal of an approved JD, the appeal must be received by the Corps and the appeal process
concluded prior to the commencement of any work in waters of the United States and prior to any work that could alter
the hydrology of waters of the United States.
B. ❑ There are Navigable Waters of the United States within the above described project area subject to the permit requirements of
Section 10 of the Rivers and Harbors Act (RHA) (33 USC § 403) and Section 404 of the Clean Water Act (CWA) (33 USC §
1344). Unless there is a change in the law or our published regulations, this determination may be relied upon for a period not to
exceed five years from the date of this notification.
C. ❑ There are waters including wetlands, within the above described project area that are subject to the permit requirements of
Section 404 of the Clean Water Act (CWA) (33 USC § 1344). Unless there is a change in the law or our published regulations,
this determination may be relied upon for a period not to exceed five years from the date of this notification.
D. ® The jurisdictional areas, beginning at the western terminus of PNG Line 446 and extending west to existing Duke
Energy — Belews Creek Steam Station infrastructure, have been identified under a previous action. Please reference the
Approved Jurisdictional Determination issued 11/26/2018. Action ID: SAW -2018-00885.
Basis For Determination: See the Preliminary Jurisdictional Determination form dated 12/3/2018.
Remarks: The updated maps showing the verified extent of potential waters of the US in the project area
were submitted by Suzanne Herron (Energy Land & Infrastructure, PLLQ via e-mail on 10/5/2018.
E. Attention USDA Program Participants
This delineation/determination has been conducted to identify the limits of Corps' Clean Water Act jurisdiction for the particular site
identified in this request. The delineation/determination may not be valid for the wetland conservation provisions of the Food Security
Act of 1985. If you or your tenant are USDA Program participants, or anticipate participation in USDA programs, you should request
a certified wetland determination from the local office of the Natural Resources Conservation Service, prior to starting work.
F. Appeals Information (This information applies only to approved jurisdiction determinations as indicated in B and C
above).
This correspondence constitutes an approved jurisdiction determination for the above described site. If you object to this
determination, you may request an administrative appeal under Corps regulations at 33 CFR Part 331. Enclosed you will find a
Notification of Appeal Process (NAP) fact sheet and request for appeal (RFA) form. If you request to appeal this determination you
must submit a completed RFA form to the following address:
US Army Corps of Engineers
South Atlantic Division
Attn: Jason Steele, Review Officer
60 Forsyth Street SW, Room 1OM15
Atlanta, Georgia 30303-8801
Phone: [phone]
In order for an RFA to be accepted by the Corps, the Corps must determine that it is complete, that it meets the criteria for appeal
under 33 CFR part 331.5, and that it has been received by the Division Office within 60 days of the date of the NAP. Should you
decide to submit an RFA form, it must be received at the above address by Not applicable.
**It is not necessary to submit an RFA form to the Division Office if you do not object to the determination in this correspondence.**
Digitally signed by BAILEY.DAVID.E.1379283736
DN: c=US, o=U.S. Government, ou=Dou=PKI,
ou=USA, cn=BAIBAILEY.DAVID.E.1379283733736
Corps Regulatory Official: Date: 2018.12.0410:46:29-05'00'
David E. Bailey
Date of JD: 12/3/2018 Expiration Date of JD: Not applicable

SAW -2018-00885
NOTIFICATION OF ADMINISTRATIVE APPEAL OPTIONS AND PROCESS AND
REQUEST FOR APPEAL
Applicant: Piedmont Natural Gas (Attn: Ned Dietrich) File Number: SAW -2018-00885 Date: 12/3/2018
Attached is: See Section below
LAPPROVED
PROFFERED PERMIT Standard Permit or Letter of ermission A
RED PERMIT Standard Permit or Letter of ermission B
DENIAL C
JURISDICTIONAL DETERMINATION D
INARY JURISDICTIONAL DETERMINATION E
SECTION I - The following identifies your rights and options regarding an administrative appeal of the above decision.
Additional information may be found at or http://www.usace.gM.mil/Missions/CivilWorks/Reu� latoryProgramandPermits.asox
or the Corps regulations at 33 CFR Part 331.
A: INITIAL PROFFERED PERMIT: You may accept or object to the permit.
• ACCEPT: If you received a Standard Permit, you may sign the permit document and return it to the district engineer for final
authorization. If you received a Letter of Permission (LOP), you may accept the LOP and your work is authorized. Your
signature on the Standard Permit or acceptance of the LOP means that you accept the permit in its entirety, and waive all
rights to appeal the permit, including its terms and conditions, and approved jurisdictional determinations associated with the
permit.
• OBJECT: If you object to the permit (Standard or LOP) because of certain terms and conditions therein, you may request
that the permit be modified accordingly. You must complete Section II of this form and return the form to the district
engineer. Your objections must be received by the district engineer within 60 days of the date of this notice, or you will
forfeit your right to appeal the permit in the fixture. Upon receipt of your letter, the district engineer will evaluate your
objections and may: (a) modify the permit to address all of your concerns, (b) modify the permit to address some of your
objections, or (c) not modify the permit having determined that the permit should be issued as previously written. After
evaluating your objections, the district engineer will send you a proffered permit for your reconsideration, as indicated in
Section B below.
B: PROFFERED PERMIT: You may accept or appeal the permit
• ACCEPT: If you received a Standard Permit, you may sign the permit document and return it to the district engineer for final
authorization. If you received a Letter of Permission (LOP), you may accept the LOP and your work is authorized. Your
signature on the Standard Permit or acceptance of the LOP means that you accept the permit in its entirety, and waive all
rights to appeal the permit, including its terms and conditions, and approved jurisdictional determinations associated with the
permit.
• APPEAL: If you choose to decline the proffered permit (Standard or LOP) because of certain terms and conditions therein,
you may appeal the declined permit under the Corps of Engineers Administrative Appeal Process by completing Section II of
this form and sending the form to the division engineer. This form must be received by the division engineer within 60 days
of the date of this notice.
C: PERMIT DENIAL: You may appeal the denial of a permit under the Corps of Engineers Administrative Appeal Process by
completing Section I1 of this form and sending the form to the division engineer. This form must be received by the division
engineer within 60 days of the date of this notice.
D: APPROVED JURISDICTIONAL DETERMINATION: You may accept or appeal the approved JD or provide new
information.
• ACCEPT: You do not need to notify the Corps to accept an approved JD. Failure to notify the Corps within 60 days of the
date of this notice, means that you accept the approved JD in its entirety, and waive all rights to appeal the approved JD.
• APPEAL: If you disagree with the approved JD, you may appeal the approved JD under the Corps of Engineers
Administrative Appeal Process by completing Section II of this form and sending the form to the district engineer. This form
must be received by the division engineer within 60 days of the date of this notice.

SAW -2018-00885
E: PRELIMINARY JURISDICTIONAL DETERMINATION: You do not need to respond to the Corps regarding the
preliminary JD. The Preliminary JD is not appealable. If you wish, you may request an approved JD (which may be appealed),
by contacting the Corps district for further instruction. Also you may provide new information for further consideration by the
Corps to reevaluate the JD.
SECTION II - REQUEST FOR APPEAL or OBJECTIONS TO AN INITIAL PROFFERED PERMIT
REASONS FOR APPEAL OR OBJECTIONS: (Describe your reasons for appealing the decision or your objections to an initial
proffered permit in clear concise statements. You may attach additional information to this form to clarify where your reasons or
objections are addressed in the administrative record.)
ADDITIONAL INFORMATION: The appeal is limited to a review of the administrative record, the Corps memorandum for the
record of the appeal conference or meeting, and any supplemental information that the review officer has determined is needed to
clarify the administrative record. Neither the appellant nor the Corps may add new information or analyses to the record.
However, you may provide additional information to clarify the location of information that is already in the administrative
record.
POINT OF CONTACT FOR QUESTIONS OR INFORMATION:
If you have questions regarding this decision and/or the
If you only have questions regarding the appeal process you may
appeal process you may contact:
also contact:
District Engineer, Wilmington Regulatory Division
Mr. Jason Steele, Administrative Appeal Review Officer
Attn: David E. Bailey
CESAD-PDO
Raleigh Regulatory Office
U.S. Army Corps of Engineers, South Atlantic Division
U.S Army Corps of Engineers
60 Forsyth Street, Room 1OM15
3331 Heritage Trade Drive, Suite 105
Atlanta, Georgia 30303-8801
Wake Forest, North Carolina 27587
Phone: [phone]
RIGHT OF ENTRY: Your signature below grants the right of entry to Corps of Engineers personnel, and any government
consultants, to conduct investigations of the project site during the course of the appeal process. You will be provided a 15 day
notice of any site investigation, and will have the opportum to participate in all site investi ations.
Date:
Telephone number:
Signature of appellant oragent.
For appeals on Initial Proffered Permits send this form to:
District Engineer, Wilmington Regulatory Division, Attn: David E. Bailey, 69 Darlington Avenue, Wilmington, North Carolina
28403
For Permit denials, Proffered Permits and Approved Jurisdictional Determinations send this form to:
Division Engineer, Commander, U.S. Army Engineer Division, South Atlantic, Attn: Mr. Jason Steele, Administrative Appeal
Officer, CESAD-PDO, 60 Forsyth Street, Room 1OM15, Atlanta, Georgia 30303-8801
Phone: [phone]

Action ID Number: SAW -2018-00885 County: Guilford/Rockingham/Stokes
Permittee: Piedmont Natural Gas (Attn: Ned Dietrich)
Project Name: Piedmont Natural Gas / Line 446 / Belews Creek Pipeline
Date Verification Issued: 12/4/2018
Project Manager: David E. Bailey
Upon completion of the activity authorized by this permit and any mitigation required by the permit,
sign this certification and return it to the following address:
US ARMY CORPS OF ENGINEERS
WILMINGTON DISTRICT
Attn: David E. Bailey
Raleigh Regulatory Office
3331 Heritage Trade Drive, Suite 105
Wake Forest, North Carolina 27587
or
David.E.Bailey2 @usace.army.mil
Please note that your permitted activity is subject to a compliance inspection by a U. S. Army Corps of
Engineers representative. Failure to comply with any terms or conditions of this authorization may
result in the Corps suspending, modifying or revoking the authorization and/or issuing a Class I
administrative penalty, or initiating other appropriate legal action.
I hereby certify that the work authorized by the above referenced permit has been completed in
accordance with the terms and condition of the said permit, and required mitigation was completed in
accordance with the permit conditions.
Signature of Permittee
Date

ATTACHMENT A
PRELIMINARY JURISDICTIONAL DETERMINATION FORM
BACKGROUND INFORMATION
A. REPORT COMPLETION DATE FOR PRELIMINARY JURISDICTIONAL
DETERMINATION (JD): 12/3/2018
B. NAME AND ADDRESS OF PERSON REQUESTING PRELIMINARY JD:
Rahlff Ingle (fiat Cordy & Associates Ire,)
201 N. Front St., Suite 307, Wilmington, NC 28401 [e-mail] [phone]
C. DISTRICT OFFICE, FILE NAME, AND NUMBER:
SAW -2018-00885 (Piedmont Natural Gas / Line 446 / Belews Creek Pipeline / Guilford / Rockingham / Stokes / commercial)
D. PROJECT LOCATION(S) AND BACKGROUND INFORMATION:
Piedmont Natural Gas - Belews Creek Steam Plant Natural Gas Pipeline Project (-9 linear miles)
(USE THE ATTACHED TABLE TO DOCUMENT MULTIPLE WATERBODIES AT DIFFERENT
SITES)
State: NC County/parish/borough: Guliford,Rockingham, Stokes City: Stokesdale/Walnut Cove
Center coordinates of site (lat/long in degree decimal format):
Lat. 36.258550° °N; Long. -79.986141°
Universal Transverse Mercator:
RLTA
Name of nearest waterbody:
UT to Haw River, Troublesome Creek and UTs, UTs to Little Hogans Creek, UTs to Hogans Creek, UTs to Belews Creek, Belews Lake and UTs
Identify (estimate) amount of waters in the review area:
Non -wetland waters:
See attached table linear feet: 2000 width (ft) and/or -2 acres.
Cowardin Class:
Stream Flow:
jTj011 F we 0
-0.5
acres.
L2, R3, and R4,
Perennial and Intermittent (seasonal)
Cowardin Class: See attached table PFO and PEM
Name of any water bodies on the site that have been identified as Section 10
waters:
Tidal:
Non -Tidal:

E
REVIEW PERFORMED FOR SITE EVALUATION
APPLY):
❑ Office (Desk) Determination. Date:
0 Field Determination. Date(s):
8/1 and 8/2/2018
(CHECK ALL THAT
SUPPORTING DATA, Data reviewed for preliminary JD
(check all that apply - checked items should be included in case file and,
where checked and requested, appropriately reference sources below):
✓❑ Maps, plans, plots or plat submitted by or on behalf of the
applicant/consultant: Aerial, soils, and topo maps (Dial Cordy & Assoc.)
❑f Data sheets prepared/submitted by or on behalf of the
app ' nt/consultant.
X Office concurs with data sheets/delineation report.
Office does not concur with data sheets/delineation report.
❑ Data sheets prepared by the Corps:
❑ Corps navigable waters` study:
❑ U.S. Geological Survey Hydrologic Atlas:
❑ USGS NHD data
❑ USGS 8 and 12 digit HUC maps
❑" U.S. Geological Survey map(s). Cite scale & quad name: Belews Lake, rMsboro,Summerfield
0 USDA Natural Resources Conservation Service Soil Survey.
Citation: Guilford Rockingham, and Stokes Cos.
❑ National wetlands inventory map(s). Cite name:
❑ State/Local wetland inventory map(s):
❑ FEMAIFIRM maps:
❑ 100 -year Floodplain Elevation is:
(National Geodectic Vertical Datum of 1929)
0 Photographs: 0 Aerial (Name & Date): 2014 ESRI
❑ Other (Name & Date):
❑ Previous determination(s). File no. and date of response letter:
0 Other information (please specify): LiDAR (NC Floodmaps)
or

1. The Corps of Engineers believes that there may be jurisdictional waters of the
United States on the subject site, and the permit applicant or other affected party
who requested this preliminary JD is hereby advised of his or her option to
request and obtain an approved jurisdictional determination (JD) for that site.
Nevertheless, the permit applicant or other person who requested this
preliminary JD has declined to exercise the option to obtain an approved JD in
this instance and at this time.
2. In any circumstance where a permit applicant obtains an individual permit, or
a Nationwide General Permit (NWP) or other general permit verification requiring
"pre -construction notification" (PCN), or requests verification for a non -reporting
NWP or other general permit, and the permit applicant has not requested an
approved JD for the activity, the permit applicant is hereby made aware of the
following: (1) the permit applicant has elected to seek a permit authorization
based on a preliminary JD, which does not make an official determination of
jurisdictional waters; (2) that the applicant has the option to request an approved
JD before accepting the terms and conditions of the permit authorization, and
that basing a permit authorization on an approved JD could possibly result in less
compensatory mitigation being required or different special conditions; (3) that
the applicant has the right to request an individual permit rather than accepting
the terms and conditions of the NWP or other general permit authorization; (4)
that the applicant can accept a permit authorization and thereby agree to comply
with all the terms and conditions of that permit, including whatever mitigation
requirements the Corps has determined to be necessary; (5) that undertaking
any activity in reliance upon the subject permit authorization without requesting
an approved JD constitutes the applicant's acceptance of the use of the
preliminary JD, but that either form of JD will be processed as soon as is
practicable; (6) accepting a permit authorization (e.g., signing a proffered
individual permit) or undertaking any activity in reliance on any form of Corps
permit authorization based on a preliminary JD constitutes agreement that all
wetlands and other water bodies on the site affected in any way by that activity
are jurisdictional waters of the United States, and precludes any challenge to
such jurisdiction in any administrative or judicial compliance or enforcement
action, or in any administrative appeal or in any Federal court; and (7) whether
the applicant elects to use either an approved JD or a preliminary JD, that JD
will be processed as soon as is practicable. Further, an approved JD, a proffered
individual permit (and all terms and conditions contained therein), or individual
permit denial can be administratively appealed pursuant to 33 C.F.R. Part 331,
and that in any administrative appeal, jurisdictional issues can be raised (see 33
C.F.R. 331.5(a)(2)). If, during that administrative appeal, it becomes necessary
to make an official determination whether CWA jurisdiction exists over a site, or
to provide an official delineation of jurisdictional waters on the site, the Corps will
provide an approved JD to accomplish that result, as soon as is practicable.

This preliminary JD finds that there "may be" waters of the United States on the
subject project site, and identifies all aquatic features on the site that could be
affected by the proposed activity, based on the following information:
IMPORTANT NOTE: The information recorded on this form has not
necessarily been verified by the Corps and should not be relied upon for
later jurisdictional determinations.
Digitally signed by
BAI LEY.DAVI D.E.1379283736
DN: c=US, o=U.S. Government,
ou=DoD, ou=PKI, ou=USA,
cn=BAILEY.DAVI D.E.1379283736
Date: 2018.12.03 15:30:30 -05'00'
Signature and date of
Regulatory Project Manager
(REQUIRED)
4
Signature and date of
person requesting preliminary JD
(REQUIRED, unless obtaining
the signature is impracticable)
EEI-
RALEIGH REGULATORY
F1ELO OFFICE-
4
FFICE

Site number
Latitude Longitude
(decimal (decimal
degrees) degrees)
Estimated amount of Type of aquatic resource Geographic authority to
aquatic resource in (i.e., wetland vs. non- which the aquatic
review area (acreage wetland waters) resource "may be"
and linear feet, if subject (i.e., Section 404
applicable) or Section 10/404)
Wetland 1
36.23992 -79.924568
359 sq. ft.
Wetland
Section 404
Wetland 2
36.23978 -79.9245
0
Wetland
Section 404
Wetland 3
36.24365 -79.927788
2054 sq. ft.
Wetland
Section 404
Wetland 5
36.24825 -79.931566
8980 sq. ft.
Wetland
Section 404
Wetland 6/7
36.25035 -79.93672
37338 sq. ft.
Wetland
Section 404
Wetland 8/13
36.25417 -79.946897
0
Wetland
Section 404
Wetland 9
36.25445 -79.947416
961 sq. ft.
Wetland
Section 404
Wetland 10/11
36.25468 -79.947597
1287 sq. ft.
Wetland
Section 404
Wetland 12
36.25474 -79.947852
3081 sq. ft.
Wetland
Section 404
Wetland 14
36.255 -79.948407
1232 sq. ft.
Wetland
Section 404
Wetland 15
36.25589 -79.950668
4058 sq. ft.
Wetland
Section 404
Wetland 16
36.25566 -79.950779
0
Wetland
Section 404
Wetland 17
36.25879 -79.961443
0
Wetland
Section 404
Wetland 18
36.25865 -79.961525
0
Wetland
Section 404
Wetland 19
36.25824 -79.980174
0
Wetland
Section 404
Wetland 20
36.25833 -79.978332
2097 sq. ft.
Wetland
Section 404
Wetland 21
36.25986 -79.995108
612 sq. ft.
Wetland
Section 404
Wetland 22/23
136.26088 -80.001207
0
Wetland
Section 404
Wetland 26
36.27711 -80.049998
2509 sq. ft.
Wetland
Section 404
Wetland 27/28
36.26997 -80.017757
1727 sq. ft.
Wetland
Section 404
Wetland WV
36.2584 -79.978667
1000 sq. ft.
Wetland
Section 404
Wetland WY
36.25513 -79.948596
10 sq. ft.
Wetland
Section 404
Wetland WX
36.24005 -79.924695
1251 sq. ft.
Wetland
Section 404
Wetland WZ
36.25504 -79.948353
2000 sq. ft.
Wetland
Section 404
Stream 1
36.24004 -79.924779
143 linear feet
Non -wetland Water
Section 404
Stream 2/29
36.2483 -79.931976
101 linear feet
Non -wetland Water
Section 404
Stream 3
36.25033 -79.936895
224 linear feet
Non -wetland Water
Section 404
Stream 4
36.25041 -79.937119
130 linear feet
Non -wetland Water
Section 404
Stream 5
36.25057 -79.937382
109 linear feet
Non -wetland Water
Section 404
Stream 6
36.25224 -79.941856
140 linear feet
Non -wetland Water
Section 404
Stream 7/8
36.25468 -79.947666
510 linear feet
Non -wetland Water
Section 404
Stream 9
36.25566 -79.950583
0
Non -wetland Water
Section 404
Stream 12
36.25913 -79.97225
171 linear feet
Non -wetland Water
Section 404
Stream 13
36.25897 -79.968865
104 linear feet
Non -wetland Water
Section 404
Stream 14
36.25897 -79.967678
152 linear feet
Non -wetland Water
Section 404
Stream 15
36.25895 -79.961585
0
Non -wetland Water
Section 404
Stream 16
36.2584 -79.978667
54 linear feet
Non -wetland Water
Section 404
Stream 17
36.25832 -79.978432
61 linear feet
Non -wetland Water
Section 404
Stream 18
36.2585 -79.989043
51 linear feet
Non -wetland Water
Section 404
Stream 19
36.25867 -79.98992
131 linear feet
Non -wetland Water
Section 404
Stream 20/35
36.26036 -79.999276
159 linear feet
Non -wetland Water
Section 404
Stream 21
36.27286 -80.022007
105 linear feet
Non -wetland Water
Section 404
Stream 22
36.27025 -80.017581
0
Non -wetland Water
Section 404
Stream 23
36.27051 -80.017923
0
Non -wetland Water
Section 404
Stream 24
36.26648 -80.011548
0
Non -wetland Water
Section 404
Stream 25
36.26526 -80.009779
113 linear feet
Non -wetland Water
Section 404
Stream 26
36.27515 -80.030273
122 linear feet
Non -wetland Water
Section 404
Stream 27
36.26689 -80.003619
0
Non -wetland Water
Section 404
Stream 28
36.25817 -79.973361
0
Non -wetland Water
Section 404
Stream 30
36.25853 -79.953405
0
Non -wetland Water
Section 404
Stream 31
36.26179 -79.954757
146 linear feet
Non -wetland Water
Section 404
Stream 32
36.26151 -79.954914
6 linear feet
Non -wetland Water
Section 404
Stream 33
36.25974 -79.962679
133 linear feet
Non -wetland Water
Section 404
Stream 34
36.26152 -79.955965
103 linear feet
Non -wetland Water
Section 404
Stream SS
36.25506 -79.947981
0
Non -wetland Water
Section 404
Stream SR
36.25652 -79.978834
30 linear feet
Non -wetland Water
Section 404
Pond 1
36.2555 -79.949844
0
Non -wetland Water
Section 404
Pond 2
36.26683 -80.003056
0
Non -wetland Water
Section 404
Pond 3
36.2601 -79.997822
0
Non -wetland Water
Section 404
Pond 4
36.25839 -79.97916
7489 sq. ft.
Non -wetland Water
Section 404
Pond 5
36.25791 -79.97346
0
Non -wetland Water
Section 404
Belews Lake
36.27623 -80.039101
127055 sq. ft.
Non -wetland Water
Section 404

X
STREAM 1
WETLAND 2 WETLAND WX
STREAM 40' TEMP
DEPICTED IN
GUILFORD /
COUNTY SOIL /
SURVEY - NO /
FEATURE /
PRESENT /
I / EXISTING
CULVERT
\ / WETLAND 1
65' TEMP
60' PERM
I � -
I I
Ccoso
I I � Rom
I I 1
tis
I
PROPOSED
ALIGNMENT

GRAPHIC SCALE (IN FEE
200 0 100 200
1 inch = 200 ft.
LINE 446 BELEWS CREEK PIPELINE
JURISDICTIONAL RESOURCES MAP
DATE 05/10/18 rev. 10/03/18
SHEET 3 OF 31 add non-jd stream
/ 40'
/ WET
/ STREAM DEPIC
GUILFORD COU
SOIL SURVEY -
/ FEATURE PRES
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ENGINEERS • SURVEYORS • INFRASTRUCTURE • ENVIRONMENTAL

LINE 446 BELEWS CREEK PIPELINE
JURISDICTIONAL RESOURCES MAP
DATE 05/10/18
SHEET 4 OF 31
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GRAPHIC SCALE (IN FEET)
0 100 200 400
1 inch = 200 ft.
PREPARED BY
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1015 PASSPORT WAY- NORTH CAROLINA 27513 P-1
919-234-1974 WWW.EII-IIC.COM•IICENSE # P-1289
ENGINEERS • SURVEYORS • INFRASTRUCTURE • ENVIRONMENTAL

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WETLAND 16
WETLAND 8/13 POND 1
WETLAND 12 ATREAM 9
STREAM 7/8 EXISTING
WETLAND 14 CULVERT
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60' PERM
PROPOSED
- - . — ALIGNMENT
WETLAND \ \
10/11
WETLAND 9 WETLAND .15 \ \
STREAM SS 140'TEMP \ \
WETLAND WY \
i % \
i\
WETLAND WZ 65' TEMP \ \
GRAPHIC SCALE (IN FEET)
00 -1 11
7 m m a
\ 20
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..40 \

STREAM 30
60' PERM
PROPOSED
ALIGNMENT
30' ACCESS
40' TEMP ROAD
EXISTING -
CULVERT
STREAM 32 -
vo /
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STREAM 31

/
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O 1.09
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GRAPHIC SCALE (IN FEET)
200 0 100 200 400
1 inch = 200 ft.
LINE 446 BELEWS CREEK PIPELINE
JURISDICTIONAL RESOURCES MAP
DATE 05/10/18
SHEET 9 OF 31
PREPARED BY 0
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1015 PASSPORT WAY- NORTH CAROLINA 27513 P-1
919-234-1974 WW W.E II-IIC.COM•IICENSE # P-1289
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GRAPHIC SCALE (IN FEET)
200 0 100 200 400
1 inch = 200 ft.
LINE 446 BELEWS CREEK PIPELINE
JURISDICTIONAL RESOURCES MAP
DATE 05/10/18
SHEET 9 OF 31
PREPARED BY 0
Piedmont
� ENERGY LAND b INFRASTRUCTURE, PLLC
Natural Gas
1015 PASSPORT WAY- NORTH CAROLINA 27513 P-1
919-234-1974 WW W.E II-IIC.COM•IICENSE # P-1289
ENGINEERS • SURVEYORS • INFRASTRUCTURE • ENVIRONMENTAL

LINE 446 BELEWS CREEK PIPELINE
JURISDICTIONAL RESOURCES MAP
DATE 05/10/18
SHEET 10 OF 31
• GRAPHIC SCALE (IN FEET)
0 100 200
1 inch = 200 ft.
400
— — — — — — — — — — — — — — — — —
s.
65' TEMP
PREPARED BY
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1015 PASSPORT WAY- NORTH CAROLINA 27513 P-1
919-234-1974 WWW.EII-IIC.COM•IICENSE # P-1289
ENGINEERS • SURVEYORS • INFRASTRUCTURE • ENVIRONMENTAL

0
GRAPHIC SCALE (IN FEET)
200 0 100 200 400
1 inch = 200 ft.
LINE 446 BELEWS CREEK PIPELINE
JURISDICTIONAL RESOURCES MAP
Piedmont
Gas
'
PREPARED BY:
ENERGY LAND & INFRASTRUCTURE, PLLC
1015 PASSPORT WAY- NORTH CAROLINA 27
919-234-1974 P-1 WWW.EII-IIC.COM•IICENSE # P-1289
ENGINEERS • SURVEYORS • INFRASTRUCTURE • ENVIRONMENTAL
DATE 05/10/18Natural
SHEET 11 OF 31

NM
GRAPHIC SCALE (IN FEET)
1 inch = 200 ft.
LINE 446 BELEWS CREEK PIPELINE
JURISDICTIONAL RESOURCES MAP
DATE 05/10/18
SHEET 17 OF 31
4l! Piedmont
Natural Gas
PREPARED BY:
ENERGY LAND & INFRASTRUCTURE, PLLC
1015 PASSPORT WAY- NORTH CAROLINA 27513
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30' ACCESS
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WETLAND 65' TEMP // / ROAD
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\\- STREAM 23
STREAM 22
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60' PERMi,,� ALIGN

LINE 446 BELEWS CREEK PIPELINE
JURISDICTIONAL RESOURCES MAP
DATE 05/10/18
SHEET 21 OF 31
4l! Piedmont
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GRAPHIC SCALE (IN FEET)
200 0 100 200 400
1 inch = 200 ft.
--I-
PREPARED BY:
ENERGY LAND & INFRASTRUCTURE, PLLC
1015 PASSPORT WAY- NORTH CAROLINA 27513
919-234-1974 • WWW.ELI-LLC.COM•LICENSE # P -12B9
ENGINEERS • SURVEYORS • INFRASTRUCTURE • ENVIRONMENTAL

GRAPHIC SCALE (IN FEET)
200 0 100 200 400
1 inch = 200 ft.
LINE 446 BELEWS CREEK PIPELINE
JURISDICTIONAL RESOURCES MAP
DATE 05/10/18
SHEET 22 OF 31
PREPARED BY
Piedmont
� ENERGY LAND & INFRASTRUCTURE, PCLC
Natural Gas
1015 PASSPORT WAY- NORTH CAROLINA # P-1
919-234-1974 WWW.EII-IIC.COM•IICENSE # P-1289
ENGINEERS • SURVEYORS • INFRASTRUCTURE • ENVIRONMENTAL

GRAPHIC SCALE (IN FEET)
200 0 100 200 400
1 inch = 200 ft.
LINE 446 BELEWS CREEK PIPELINE
JURISDICTIONAL RESOURCES MAP
DATE 05/10/18
SHEET 23 OF 31
Piedmont
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PREPARED BY
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Natural
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1015 PASSPORT WAY- NORTH CAROLINA # P-1
919-234-1974 WWW.EII-IIC.COM•IICENSE # P-1289
ENGINEERS • SURVEYORS • INFRASTRUCTURE • ENVIRONMENTAL

GRAPHIC SCALE (IN FEET)
200 0 100 200 400
1 inch = 200 ft.
LINE 446 BELEWS CREEK PIPELINE
JURISDICTIONAL RESOURCES MAP
DATE 05/10/18
SHEET 25 OF 31
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Natural Gas ENGINEERS - SURVEYORS - INFRASTRUCTURE ENVIRONMENTAL

GRAPHIC SCALE (IN FEET)
200 0 100 200 400
1 inch = 200 ft.
LINE 446 BELEWS CREEK PIPELINE
JURISDICTIONAL RESOURCES MAP
DATE 05/10/18
SHEET 26 OF 31
IN Piedmont
PREPARED BY
ENERGY LAND & INFRASTRUCTURE, PLLC
Natural
Gas
1015 PASSPORT WAY- NORTH CAROLINA 27513 P-1
919-234-1974 WWW.EII-IIC.COM•IICENSE # P-1289
ENGINEERS • SURVEYORS • INFRASTRUCTURE • ENVIRONMENTAL

f
r' GRAPHIC SCALE (IN FEET)
200 0 100 200 400
1 inch = 200 ft.
LINE 446 BELEWS CREEK PIPELINE
JURISDICTIONAL RESOURCES MAP
DATE 05/10/18
SHEET 27 OF 31
IN Piedmont PREPARED BY
ENERGY LAND & INFRASTRUCTURE, PLLC
Natural Gas
1015 PASSPORT WAY- NORTH CAROLINA 27513 P-1
919-234-1974 WWW.EII-IIC.COM•IICENSE # P-1289
ENGINEERS • SURVEYORS • INFRASTRUCTURE • ENVIRONMENTAL

at
C)
GRAPHIC SCALE (IN FEET)
200 0 100 200 400
1 inch = 200 ft.
LINE 446 BELEWS CREEK PIPELINE
JURISDICTIONAL RESOURCES MAP
DATE 05/10/18
SHEET 28 OF 31
PREPARED BY
Piedmont
� ENERGY LAND b INFRASTRUCTURE, PLLC
Natural Gas
1015 PASSPORT WAY- NORTH CAROLINA 27513 P-1
919-234-1974 WWW.EII-IIC.COM•IICENSE # P-1289
ENGINEERS • SURVEYORS • INFRASTRUCTURE • ENVIRONMENTAL

40' TEMP
PROPOSED / \
ALIGNMENT /
60' PERM
STREAM SR
30' ACCESS ,
ROAD

GRAPHIC SCALE (IN FEET)
200 0 100 200 400
1 inch = 200 ft.
LINE 446 BELEWS CREEK PIPELINE
JURISDICTIONAL RESOURCES MAP
DATE 05/10/18
SHEET 31 OF 31
I]
/
PREPARED BY
Piedmont
� ENERGY LAND b INFRASTRUCTURE, PCLC
Natural Gas
1015 PASSPORT WAY- NORTH CAROLINA 27513 P-1
919-234-1974 WWW.EII-IIC.COM•IICENSE # P-1289
ENGINEERS • SURVEYORS • INFRASTRUCTURE • ENVIRONMENTAL