20181393 Ver 1_More Info Received_20181102

Strickland, Bev
From: Suzanne Herron <[e-mail]>
Sent: Friday, November 02, 2018 3:50 PM
To: [e-mail]
Cc: Homewood, Sue; Roden Reynolds, Bryan K CIV (US); Alicia DePalma - Piedmont
Natural Gas ([e-mail]); Dietrich, Ned (Ned.Dietrich@duke-
energy.com); Lemons, Elizabeth Pressley (Eliza [e-mail]); Keith
Gualtieri; Suzanne Herron
Subject: [External] RE: Request for Additional Information: PNG Line 446, Belews Creek Gas
Line; Guilford, Rockingham, and Stokes Cos.; SAW -2018-00885
Attachments: 1.2.2_1626546_20181102_Line_446_Belews_resubmittal_to_U SAC E.pdf
David —
We have addressed the comments below. Please see the revised plans and letter that are attached. Please let us know
of other questions.
Thanks!
Suzanne
Suzanne Herron, PE, CPESC
Environmental Practice Lead
Energy Land & Infrastructure, LLC (PLLC in NQ
1420 Donelson Pike, Suite A-12
Nashville, TN 37217
[phone] Office
[phone] Cell
Suzanne. [e-mail]
From: Bailey, David E CIV USARMY CESAW (US)[mai Ito: David. [e-mail]1]
Sent: Monday, October 15, 2018 3:31 PM
To: Suzanne Herron; Dietrich, Ned
Cc: Homewood, Sue; Roden Reynolds, Bryan K CIV (US); Alicia DePalma - Piedmont Natural Gas (alicia.depalma@duke-
energy.com)
Subject: Request for Additional Information: PNG Line 446, Belews Creek Gas Line; Guilford, Rockingham, and Stokes
Cos.; SAW -2018-00885
0
Thank you for your PCN and attached information, dated 9/28/2018 (received 10/2/2018), for the above referenced
project. I have reviewed the information and need clarification before proceeding with verifying the use of Nationwide
Permit 12 (http://www.saw.usace.army.mil/Portals/59/docs/regulatory/regdocs/NWP2012/NWP12 3-23.pdf). Please
submit the requested information below (via e-mail is fine) within 30 days of receipt of this Notification, otherwise we
may deny verification of the use of the Nationwide Permit or consider your application withdrawn and close the file:

1) This project is considered single and complete with the natural gas-fired turbine to be located on the Duke
Energy Belews Creek station property. Please provide a plan sheet that shows the footprint of the proposed
natural gas-fired turbine infrastructure, including any proposed impacts to wetlands, streams, or other potential
waters of the U.S related to these facilities;
2) Provide a plan including any pertinent detail sections for typical stream impacts via trenching. Such plans should
including dewatering methods, lengths of time that trenches will be open in streams, and a specific stream
restoration plan (per Per Regional Condition 4.1.14) including how grade and contour will be re-established,
stabilization methods, and seeding/planting lists and specifications. Such details should be provided as an
addendum that can be referenced in permit Special Conditions;
3) Provide a plan including any pertinent detail sections for typical wetland impacts via trenching. Such plans
should including dewatering methods, lengths of time that trenches will be open in wetlands, and confirmation
that the top 6 to 12 inches of the trench will be backfilled with topsoil from the trench. Per Regional Condition
4.1.9, provide a specific wetland restoration plan including how grade and contour will be re-established, anti -
compaction measures in soils subject to construction traffic and matting, stabilization methods, and
seeding/planting lists and specifications. Be sure to specify wetland restoration differences in temporary and
permanent easement areas. Such details should be provided as an addendum that can be referenced in permit
Special Conditions;
4) Will the stream crossings include discharging rip rap? If so, please confirm that any rip rap placed below the
ordinary high water mark will be placed such that the top of the rip rap will be no higher than the existing
stream bed elevation (see Regional Permit Condition 4.1.11).
5) Please group the various proposed aquatic resource crossings into "Impact Sites" on the plan sheets and
reference them on the impact tables. The Impact Site grouping should be clearly labeled the following on the
plan sheets, and also add a column with the corresponding Impact Site # on the impact sheets:
a. Impact Site 1: Wetland Impacts 26 A&B;
b. Impact Site 2: Belews Lake;
c. Impact Site 3: Stream 26;
d. Impact Site 4: Stream 21;
e. Impact Site 5: Wetland 27 A&B;
f. Impact Site 6: Stream 25;
g. Impact Site 7: Stream 20/35;
h. Impact Site 8: Stream 19;
i. Impact Site 9: Wetland 19, Pond 4, Wetland WV, Stream 16, Stream 17, Wetland 20A;
j. Impact Site 10: Stream 12;
k. Impact Site 11: Stream 13;
I. Impact Site 12: Stream 14;
m. Impact Site 13: Stream 33;
n. Impact Site 14: Stream 34 and Stream 32;
o. Impact Site 15: Stream 7/8, Wetland 9 A&B, Wetland 10&11, and Wetland 12 A&B;
p. Impact Site 16: Stream 6;
q. Impact Site17: Streams 3, 4, and 5, Wetland 6/7;
r. Impact Site 18: Stream 2/29, Wetland 5 A&B;
s. Impact Site 19: Stream 1, Wetland 1 A&B;
6) On the plan sheets, I suggest using a color other than blue to show culverts, as this is very similar to the color of
the stream lines themselves. This change would increase the clarity of the plan sheets;
7) Resource -specific comments from plan sheets:
a. Stream 1: Stream impacts are shown via shading even outside of the permanent easement. Can impacts
be limited to the permanent easement footprint?
b. Stream 7/8: can the LOD be kept from crossing Stream 7/8 near 375+00?
c. Stream 13: a stream impact is listed, but the appropriate shading is missing from the plan sheet;
d. Stream 17: this feature is within the LOD, but no impact is shown. Can LOD be moved to the east of
Stream 17?

Stream 21: This feature is shaded as an impact, but the plans have a note that the stream will be
avoided via jack and bore. Can the shading be removed?
Stream 32: If pipeline will be jack and bored under NC Hwy 68, couldn't Stream 32 be avoided by
extending the jack and bore?
Stream 33: Stream impacts are shown via shading even outside of the permanent easement. Can
impacts be limited to the permanent easement footprint?
Wetland 3: the plan sheet shows a silt fence line running through this wetland, but the note shows no
impact. It appears that the silt fence line should be drawn inside the LOD and outside of this wetland;
Wetland 27: The impact table lists both temporary and permanent impacts, and adds these 2 numbers
for the permanent conversion column. However, the plan sheet only shows impacts in the permanent
easement. Please reconcile these differences;
8) Update your compensatory mitigation plan by specifying a mitigation to impact ratio (1:1 is typical for
permanent wetland conversion impacts) proposal;
9) Does PNG plan to use 3rd party inspectors to ensure permit compliance during construction?
10) For avoidance and minimization during construction, does PNG typically clearly sign the boundaries of wetlands,
streams and other waters for contractor clarity?
Sincerely,
Dave Bailey
David E. Bailey, PWS
Regulatory Project Manager
US Army Corps of Engineers
CE -SAW -RG -R
3331 Heritage Trade Drive, Suite 105
Wake Forest, North Carolina 27587
Phone: [phone], Ext. 30.
Fax: [phone]
Email: David. [e-mail]
We would appreciate your feedback on how we are performing our duties. Our automated Customer Service Survey is
located at: http://corpsmapu.usace.army.mil/cm_apex/f?p=136:4:0
Thank you for taking the time to visit this site and complete the survey.

ENERGY LAND 6 INFRASTRUCTURE
November 2, 2018
Mr. David Bailey, PWS
Regulatory Project Manager
U.S. Army Corps of Engineers
CE -SAW -RG -R
3331 Heritage Trade Drive, Suite 105
Wake Forest, NC 27587
Ms. Sue Homewood
North Carolina Department of Environmental Quality, Division of Water Resources
Winston-Salem Regional Office
450 W. Hanes Mill Rd., Suite 300
Winston Salem, NC 27105
RE: RESUBMITTAL - PRE -CONSTRUCTION NOTIFICATION PACKAGE
SAW -2018-00885
PIEDMONT NATURAL GAS, LINE 446 BELEWS CREEK GAS LINE PROJECT
GUILFORD, ROCKINGHAM, AND STOKES COUNTIES, NORTH CAROLINA
Dear Mr. Bailey and Ms. Homewood:
Enclosed please find the revised plans based on your October 15, 2018 email with comments on the
September 28, 2018 Pre -Construction Notification (PCN) package for the Line 446 Belews Creek Gas Line
Project in Guilford, Rockingham, and Stokes Counties, North Carolina. I have addressed your questions and
comments below.
1) Comment: This project is considered single and complete with the natural gas-fired turbine to be
located on the Duke Energy Belews Creek station property. Please provide a plan sheet that shows
the footprint of the proposed natural gas-fired turbine infrastructure, including any proposed impacts
to wetlands, streams, or other potential waters of the U.S related to these facilities.
Response: The proposed Line 446 Belews Creek Gas Line project will provide natural gas to the
Duke Energy Belews Creek station property. The project is not considered to be part of the
improvements to the turbines or the existing or proposed power generating equipment on the site.
The logical termini for the proposed natural gas line project are a new Metering and Regulating
(M&R) Station on the Belews Creek Steam Plant property and at the Williams Transco Interconnect
Meter Station and a Piedmont Over -Pressure Protection (OPP) Station at the south end of the
project in Guilford County. These two station sites and the linear pipeline make up the Piedmont
Natural Gas project to provide natural gas service to "their client", the Duke Energy Belews Creek
station property. No other plans can be provided by Piedmont Natural Gas showing proposed natural
gas-fired turbine infrastructure.
2) Comment: Provide a plan including any pertinent detail sections for typical stream impacts via
trenching. Such plans should including dewatering methods, lengths of time that trenches will be
open in streams, and a specific stream restoration plan (per Regional Condition 4.1.14) including
how grade and contour will be re-established, stabilization methods, and seeding/planting lists and
specifications. Such details should be provided as an addendum that can be referenced in permit
Special Conditions.
Response: Details referencing dewatering using a sediment filter bag and open cut stream and
wetland crossings are shown on sheet 86 of the plans. Notes giving more detail on construction
methods are shown on sheet 85 in the Proposed Construction Schedule section. Seeding
requirements are shown on sheet 89.
3) Comment: Provide a plan including any pertinent detail sections for typical wetland impacts via
trenching. Such plans should including dewatering methods, lengths of time that trenches will be
1420 DonElson PikE, Suite A-12, Nashville, Tennessee 37217 www.Eli-lic.com GIS.383.G300
ENGINEERS • SURVEYORS • INFRASTRUCTURE • ENVIRONMENTAL

4)
5)
m
7)
open in wetlands, and confirmation that the top 6 to 12 inches of the trench will be backfilled with
topsoil from the trench. Per Regional Condition 4.1.9, provide a specific wetland restoration plan
including how grade and contour will be re-established, anti -compaction measures in soils subject to
construction traffic and matting, stabilization methods, and seeding/planting lists and specifications.
Be sure to specify wetland restoration differences in temporary and permanent easement areas.
Such details should be provided as an addendum that can be referenced in permit Special
Conditions.
Response: Details referencing dewatering using a sediment filter bag and open cut stream and
wetland crossings are shown on sheets 86 and 87 of the plans. Notes giving more detail on
construction methods are shown on sheet 85 in the Proposed Construction Schedule section.
Seeding requirements are shown on sheet 89.
Comment: Will the stream crossings include discharging rip rap? If so, please confirm that any rip
rap placed below the ordinary high water mark will be placed such that the top of the rip rap will be
no higher than the existing stream bed elevation (see Regional Permit Condition 4.1.11).
Response: Rip -rap will not be used is streambank stabilization.
Comment: Please group the various proposed aquatic resource crossings into "Impact Sites" on the
plan sheets and reference them on the impact tables. The Impact Site grouping should be clearly
labeled the following on the plan sheets, and also add a column with the corresponding Impact Site #
on the impact sheets.
Response: The 'Impact Site" labels have been added to the plan sheets and referenced on the
tables. Both are attached.
Comment: On the plan sheets, I suggest using a color other than blue to show culverts, as this is
very similar to the color of the stream lines themselves. This change would increase the clarity of the
plan sheets.
Response: Unfortunately we are having CAD issues and are not able to address this comment.
Comments: Resource -specific comments from plan sheets:
a. Stream 1: Stream impacts are shown via shading even outside of the permanent easement.
Can impacts be limited to the permanent easement footprint? Response: Yes, the stream
impact has been pulled back to only the permanent easement. The impact spreadsheet has
also been changed.
b. Stream 7/8: can the LOD be kept from crossing Stream 7/8 near 375+00? Response: Yes,
the LOD has been pulled back so that it does not cross Stream 7/8.
c. Stream 13: a stream impact is listed, but the appropriate shading is missing from the plan
sheet. Response: Shading for Stream 13 has been added.
d. Stream 17: this feature is within the LOD, but no impact is shown. Can LOD be moved to
the east of Stream 17? Response: The gas pipeline will be installed by HDD bore at Stream
17, so there will not be an impact to the stream. This area will require clearing to provide a
line of sight. The area to be cleared will be 30 feet wide.
e. Stream 21: This feature is shaded as an impact, but the plans have a note that the stream
will be avoided via jack and bore. Can the shading be removed? Response: Yes, the
shading representing the impact has been removed.
f. Stream 32: If pipeline will be jack and bored under NC Hwy 68, couldn't Stream 32 be
avoided by extending the jack and bore? Response: Unfortunately, extending the jack and
bore is not possible due to the topography on the east side of NC Hwy 68.
g. Stream 33: Stream impacts are shown via shading even outside of the permanent
easement. Can impacts be limited to the permanent easement footprint? Response: Yes, the
drawings have been updated.
h. Wetland 3: the plan sheet shows a silt fence line running through this wetland, but the note
shows no impact. It appears that the silt fence line should be drawn inside the LOD and
outside of this wetland. Response: The silt fence is shown within the LOD. There should be
no impact to Wetland 3.
i. Wetland 27: The impact table lists both temporary and permanent impacts, and adds these 2
numbers for the permanent conversion column. However, the plan sheet only shows impacts
in the permanent easement. Please reconcile these differences. Response: The temporary
impact number in the table has been changed to 0.

8) Comment: Update your compensatory mitigation plan by specifying a mitigation to impact ratio (1:1 is
typical for permanent wetland conversion impacts) proposal.
Response: The compensatory mitigation plan has been revised to reflect a 1:1 ratio. The acceptance
letter from the NC DEQ Mitigation Services office has been revised and is attached.
9) Comment: Does PNG plan to use 3 d party inspectors to ensure permit compliance during
construction?
Response: PNG will use 3rd party inspectors to ensure permit compliance during construction.
10) Comment: For avoidance and minimization during construction, does PNG typically clearly sign the
boundaries of wetlands, streams and other waters for contractor clarity?
Response: The Proposed Construction Schedule notes on sheet 85 state that a riparian buffer shall
be established and demarcated using orange safety construction fencing. Some contractors use
signs as well.
Please let me know if you have any questions or comments on the enclosed revisions. Again, thank you for
your consideration of this application. If you have questions or need additional information please contact
me at [phone] or by email at [e-mail].
Sincerely,
ENERGY LAND & INFRASTRUCTURE, PLLC
3'�kf %�
SuzanreHerron, P.E., CPESC
PE 040556
Enclosures
cc: Ms. Alicia DePalma, Environmental Siting and Licensing, Piedmont Natural Gas

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
SF in Roanoke
3974 River Basin
0.09 Acres
SF in Cape Fear
17134 River Basin
0.39 Acres
PermanentImpact-
Permanent(P)or
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.
WV *
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
W6/7 **
36.25035371
-79.9367198
P
ROW conversion
ROW is a beaver pond consisting of
0
10,258
10,258
Wetland
open water and mixed
herbaceous/scrub-shrub vegetation.
Directly abuts Streams 3, 4, and 5.
Open cut, dewatering
Impact Site 18
W5 **
36.24824553
-79.93156634
P, T
Non -Tidal
structure, temporary 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
SF in Roanoke
3974 River Basin
0.09 Acres
SF in Cape Fear
17134 River Basin
0.39 Acres

Line 446 Stream Impacts for the PCN
Stokes, Rockingham, and Guilford Counties
* Roanoke River Basin Total: 0 1193.2
** Cape Fear River Basin Feet Feet
A 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 8
S19
Unnamed Trib of Little
36.25866886
-79.98991995
T
P
14
7
Open cut, dewatering structure,
0
77
Hogans Crk *
temporary crossing
S16
Unnamed Trib of
36.25839645
-79.97866651
N/A
P
3
3
Bore - no impact
0
0
Impact Site 9
Hogans Crk
817
Unnamed Trib of
36.25832381
-79.97843172
N/A
P
6
6
Bore - no impact
0
0
Hogans Crk *
Upper reach in existing ROW is
Impact Site 10
812
Unnamed Trib of
36.25912529
-79.97224976
T
I/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
Hogans Crk *
temporary crossing
Impact Site 12814
Unnamed Trib of
36.25897358
-79.96767842
T
I
7
4
Open cut, dewatering structure,
0
96.9
Hogans Crk *
temporary crossing
Impact Site 13833
Unnamed Trib of
36.259739
-79.962679
T
P
20
8
Open cut, dewatering structure,
0
79.1
Hogans Crk *
temporary crossing
Unnamed Trib of
Open cut, dewatering structure,
S34
*
36.261515
-79.955965
T
1
20
15
Flows to S32 via Hwy 68 culvert.
0
62.8
Impact Site 14
Hogans Crk
temporary crossing
Unnamed Trib of
Open cut, dewatering structure,
S32
*
36.261509
-79.954914
T
1
6
7
Flows from culvert under Hwy 68.
0
103.3
Hogans 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
Hogans Crk *
Impact Site 15
S7/8.
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.
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
I
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 "
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 "
Unnamed Trib of
36.24830449
-79.93197609
T
1
3
1
Open cut, dewatering structure,
Culvert road crossing between
0
60.4
Troublesome Crk **
temporary crossing
S2a and S29a.
Impact Site 19
S1 "
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 S1j.
* Roanoke River Basin Total: 0 1193.2
** Cape Fear River Basin Feet Feet
A 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

ROY COOPER
1C.
(inrcrvuor
MICHAEL S. REGAN
Secn lnry
Mitigation SffV1Cl=
INV IRON14ENTAL QUALITY
Dctober 31. 2018
Ned Dietrich
Piedmont Natural Gas
PO Box 33068
Charlotte, NC 28233 Expiration of Acceptance: 5/1/2019
Project: Line 446 Belews Creek Gas Line Project County: Stokes
This is a conditional acceptance letter.
The purpose of this letter is to notify you that the NCDEQ Division of Mitigation Services (DMS) is willing to
accept payment for compensatory mitigation for impacts associated with the above referenced project as
indicated in the table below. Please note that this decision does not assure that participation in the DMS in -
lieu fee mitigation program will be approved by the permit issuing agencies as mitigation for project impacts.
It is the responsibility of the applicant to contact permitting agencies to determine if payment to the DMS will
be approved. You must also comply with all other state, federal or local government permits, regulations or
authorizations associated with the proposed activity including G.S. § 143-214.11.
This acceptance is valid for six months from the date of this letter and is not transferable. If we have not
received a copy of the issued 404 Permit/401 Certification within this time frame, this acceptance will
expire. It is the applicant's responsibility to send copies of the permits to DMS. Once DMS receives a copy
of the permit(s) an invoice will be issued based on the required mitigation in that permit and payment must
be made prior to conducting the authorized work. The amount of the in -lieu fee to be paid by an applicant is
calculated based upon the Fee Schedule and policies listed on the DMS website.
Based on the information supplied by you in your request to use the DMS, the impacts for which you are
requesting compensatory mitigation credit are summarized in the following table. The amount of mitigation
required and assigned to DMS for this impact is determined by permitting agencies and may exceed the
impact amounts shown below.
River Basin Impact Location Impact Type Impact Quantity
Roanoke
Cape Fear
8 -di it HUCf_ _
03010103*
03030002
Riparian Wetland
0.11
Riparian Wetland
0.44
*DMS can accept this request contingent on the permits allowing the credits for the impacts in Roanoke
03010103 to be provided in Roanoke 03010103, 03010104 or 03010102. Upon receipt of payment, DMS will
take responsibility for providing the compensatory mitigation. The mitigation will be performed in accordance
with the In -Lieu Fee Program instrument dated July 28, 2010. Thank you for your interest in the DMS in -lieu
fee mitigation program. If you have any questions or need additional information, please contact Kelly
Williams at [phone].
cc: Suzanne Herron, agent
Sincerely,
0��-(
W-,
James,, B Stanfill
Asset ! nagement Supervisor
State of North Carolina I Environmental Quality I Mitigation Services
1652 Mail Service Center I Raleigh, NC 27699-1652 1 217 W. Jones Street, Suite 3000
919 707 8976 T

LEGEND
Looe
ED TEMP—CON-10
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o DMITSDEDIs—E -wD-
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PROPRIETARY & CONFIDENTIAL ALL RIGHTS RESERVED • DO NOT SCALE THIS DRAWING • USE DIMENSIONS ONLY
REF. DWG(S)
PIEDMONT'S NATURAL GAS FACILITY DRAWINGS ARE CONSIDERED CONFIDENTIAL (OM-1095)' DRAWING IS CURRENT ONLY THROUGH THE LATEST REVISED 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 -
NO DATE
REVISION(S) DESCRIPTION BY
CHK
APPD
DESCRIPTION
APPROVALS
LINE 446 - B E L E W S CREEK PIPELINE
SHEET 67 OF 9D 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
W�nn 4ti:V"�[��w
' ' F%dmorrt
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1 10/02118
ISSUED FOR CONSTRUCTION REVISION JKC
CPD
WKG
ACCOUNT NUMBER
010]000
PROJECT NUMBER
1626546
I�wTURE/-1—
MGR TECH
DRAWING NUMBER
REVISION
*
`
uml Gas
GINE;p`
.. `=
KEITH
REC&STD
STOKESDALE NC
C- 446- 0001062
1
DRAWING BY
CPD
CHECKED BY
CPD
DATE
SIGNATURE 1114— WKG
PRINCIPAL
,
COPYRIGHT 2014 PIEDMONT NATURAL GAS CORP.
CORP. OFFICE 4720 PIEDMONT ROW DRIVE
f
RESOURCE CENTER REIDSVILLE
APPROVED BY
WKG
PING-DISCIPLINE-RESOURCE CENTER-NUMBER
10/02/2018
WA.11\kG
ENGINEER
CHARLOTTE, INC 28210

LEGEND
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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
�.`�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
' Piedmont
'Natural
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
%!!>•
Gas
1G INEE ,. 144447777,
..`=
KEITH
REC&STD
STOKESDALE NC
PNG-C-446- 0001063
0
DRAWING BY
CPD
CHECKED BY
CPD
°ATE
SIGNATURE 1114— WKG
PRINCIPAL
,
" /III 111111\"`
COPYRIGHT 2014 PIEDMONT NATURAL GAS CORP.
CORP. OFFICE 4720 PIEDMONT ROW DRIVE
f
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 %: / '
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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
ESS/O 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
�yy�p�
'
■ �Vdmorrt
lNe-ftral
EROSION CONTROL PLANIHEE•�
10/02/18
ISSUED FOR CONSTRUCTION REWSION JKC
CPD
WKG
ACCOUNT NUMBER
0107000
PROJECT NUMBER
1626546
NATURE/wm
MGR TECHDRAWING
NUMBER
REVISION
Gas
r„KEITH
REC&STD
STOKESDALE NC
PNG-C-446- 0001064
1
DRAWING BY
CPD
CHECKED BY
CPD
DATE
SIGNATURE1114— WKG
PRINCIPAL
,
'111,111,11„"`
COPYRIGHT 2014 PIEDMONT NATURAL GAS CORP.
CORP. OFFICE 4720 PIEDMONT ROW DRIVE
f
RESOURCE CENTER REIDSVILLE
APPROVED BY
WKG
PING-DISCIPLINE-RESOURCE CENTER-NUMBER
10/02/2018
�U,.''\kG
ENGINEER
CHARLOTTE, INC 28210

LEGEND
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PROPRIETARY & CONFIDENTIAL ALL RIGHTS RESERVED ' DO NOT SCALE THIS DRAWING • USE DIMENSIONS ONLY
REF. DWG(S)
PIEDMONT'S NATURAL GAS FACILITY DRAWINGS ARE CONSIDERED CONFIDENTIAL (OM-1095)' DRAWING IS CURRENT ONLY THROUGH THE LATEST REVISED DATE ' TO INSURE THERE IS NO RISK OF
PNG-G-446-0001008
N 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'�FESS/O i
4 -
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NO DATE
REVISION(S) DESCRIPTION BY
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' F%dmorrt
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SHEET 70 OF 90 DWG SCALE: AS SHOWN
0 09/21/18
ISSUED FOR CONSTRUCTION JKC
CPD
WKG
AREA CODE
9335
E
SIGNATURE/INITIALS
REGIONAL
ENGINEER
DWG DATE 09/21/18 SUPERCEDED
1 10/02/18
ISSUED FOR CONSTRUCTION REVISION JKC
CPD
WKG
ACCOUNT NUMBER
0107000
n420
Gas
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PROJECT NUMBER
1626546
NATURE/wn1ALs
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REVISION
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DRAWING BY
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COPYRIGHT2014PIEDMONTNATURALGASCORP.
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APPROVED BY
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PNG-DISCIPLINE-RESOURCE CENTER-NUMBER
10/02/2018
�U
ENGINEER
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LEGEND\-880-----
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PROPRIETARY & CONFIDENTIAL ALL RIGHTS RESERVED' DO NOT SCALE THIS DRAWING • USE DIMENSIONS ONLY
REF. DWG(S)
PIEDMONT'S NATURAL GAS FACILITY DRAWINGS ARE CONSIDERED CONFIDENTIAL (OM-1095)- DRAWING IS CURRENT ONLY THROUGH THE LATEST REVISED DATE -TO INSURE THERE IS NO RISK OF
PNG-G-446-0001008
INAPPROPRIATE DISCLOSER ALL PREVIOUS PAPER COPIES OF THIS DRAWING MUST BE DESTROYED IN ACCORDANCE WITH RECORDS & INFO. MANAGEMENT (RIM) POLICY 1001
PNG-G-446-0001009
`=OQ'�FESS/O
4 -
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REVISION(S) DESCRIPTION BY
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DESCRIPTION
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' F%dmorrt
'uml
LINE 446 - B E L E W S CREEK PIPELINE
SHEET 71 OF 90 DWG SCALE: AS SHOWN
0 09/21/18 ISSUED
FOR CONSTRUCTION JKC
CPD
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AREA CODE
9335
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SIGN4TURE/INITIPLS
REGIONAL
ENGINEER
DWG DATE 09/21/18 SUPERCEDED
1 10/02/18 ISSUED
FOR CONSTRUCTION REVISION JKC
CPD
WKG
ACCOUNT NUMBER
0107000
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Gas
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COPYRIGHT 2014 PIEDMONT NATURAL GAS CORP.
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PNG-C-446- 0001066
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CHECKED BY
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CORP. OFFICE 4720 PIEDMONT ROW DRIVE
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PNG-DISCIPLINE-RESOURCE CENTER-NUMBER
10/02/2018
WA,1'1\kG
ENGINEER
CHARLOTTE, NC 28210

LEGEND
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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
`=pQ'�FESS/O
4 -
I-
NO DATE
REVISION(S) DESCRIPTION BY
CHK
APPD
DESCRIPTION
APPROVALS
' Piedmont
'Natural
LINE 446 — B E L E W S CREEK PIPELINE
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
%W n420
*
Gas
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PROJECT NUMBER
1626546
NATURE/wm
GINE; -
MGR TECH
DRAWING NUMBER
REVISION
DRAWING BY
CPD
..�,\`=
KEITH ,
REC&STD
COPYRIGHT 2014 PIEDMONT NATURAL GAS CORP.
STOKESDALE NC
f
PNG-C-446- 0001067
1
CHECKED BY
CPD
DATE
SIGNATURE/INm WKG
e7 � � u (;
PRINCIPAL
/ /III II It IAI
CORP. OFFICE 4720 PIEDMONT ROW DRIVE
RESOURCE CENTER REIDSVILLE
APPROVED BY
WKG
PNG-DISCIPLINE-RESOURCE CENTER-NUMBER
10/02/2018
V v
ENGINEER
CHARLOTTE, NC 28210

LEGEND_-
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------------------------
PROPRIETARY & CONFIDENTIAL ALL RIGHTS RESERVEDDO NOT SCALE THIS DRAWING • USE DIMENSIONS ONLY
REF. DWG(S)
PIEDMONT'S NATURAL GAS FACILITY DRAWINGS ARE CONSIDERED CONFIDENTIAL (OM-1095)' DRAWING IS CURRENT ONLY THROUGH THE LATEST REVISED DATE' TO INSURE THERE IS NO RISK OF
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/O 9"
4 -
W
NO DATE
REVISION(S) DESCRIPTION BY
CHK
APPD
DESCRIPTION
APPROVALS
' F%dmorrt
'Natural
LINE 446 — B E L E W S CREEK PIPELINE
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SHEET 73 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
010]000
PROJECT NUMBER
1626546
SIG—RE
DRAWING NUMBER
REVISION
n420
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Gas
INEE�••�
MGR TECH
DRAWING BY
CPD
•.`=
KEITH \
REC&STD
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LEGEND
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cope
o rEMP—CON-10Ex­
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o EM—DI -E wD-
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GRAPHIC SCALE (IN F ET)
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PROPRIETARY & CONFIDENTIAL ALL RIGHTS RESERVEDDO NOT SCALE THIS DRAWING • USE DIMENSIONS ONLY
REF. DWG(S)
PIEDMONT'S NATURAL GAS FACILITY DRAWINGS ARE CONSIDERED CONFIDENTIAL (OM -1095)' DRAWING IS CURRENT ONLY THROUGH THE LATEST REVISED DATE' TO INSURE THERE IS NO RISK OF
PNG-G-446-0001008
C?RO4''%,
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;�F-e"/O i�,
4 -
° �
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W0�n4ti:V
NO
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REVISION(S) DESCRIPTION BY
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APPD
DESCRIPTION
APPROVALS
' F%dmorrt
'Natural
LINE 446 — B E L E W S CREEK PIPELINE
SHEET ]4 OF 90 DWG SCALE: AS SHOWN
9 09/2,,,8
ISSUED FOR CONSTRUCTION JKC
CPD
WKG
AREA CODE
9335
E
SIGNATURE/INITIPLS
REGIONAL
ENGINEER
DWG DATE 09/21/18 SUPERCEDED
1 10/02/18
ISSUED FOR CONSTRUCTION JKC
CPD
WKG
ACCOUNT NUMBER
010]000
Gas
EROSION CONTROL PLAN
PROJECT NUMBER
162654620
NATURE,wm
l�.e INEE•�
MGR TECH
DRAWING
NUMBER
REVISION
DRAWING BY
CPD
„ KEITH ,
REC&STD
COPYRIGHT2014PIEDMONT NATURAL
GAS CORP.
STOKESDALE NC
f
PNG- C - 446
- 0001069
1
CHECKED BY
CPD
DATE
SIGNATURE1114— WKG
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PRINCIPAL
',i IIIi Iii""
CORP. OFFICE 4720 PIEDMONT
ROW DRIVE
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APPROVED BY
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PNG-DISCIPLINE-RESOURCE
CENTER -NUMBER
10/02/2018
�U
ENGINEER
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LEGEND
_______
I
A
Coo[
TOCE TEMPOA0.aYCONSTINCTION ENTMNCE
SR.FENCECHECKMI.1
o LIMaEGFOIs,v E -
-
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PROPRIETARY & CONFIDENTIAL ALL RIGHTS RESERVED' DO NOT SCALE THIS DRAWING. USE DIMENSIONS ONLY
REF. DWG(S)
PIEDMONT'S NATURAL GAS FACILITY DRAWINGS ARE CONSIDERED CONFIDENTIAL (OM-1095)' DRAWING IS CURRENT ONLY THROUGH THE LATEST REVISED DATE' TO INSURE THERE IS NO RISK OF
PNG-G-446-0001008
INAPPROPRIATE DISCLOSER
ALL PREVIOUS PAPER COPIES OF THIS DRAWING
MUST BE DESTROYED IN ACCORDANCE WITH RECORDS & INFO. MANAGEMENT (RIM) POLICY 1001
PNG-G-446-0001009
`=OQ'�FESS/O �9'
4 -
I-
W
NO
DATE
REVISION(S) DESCRIPTION BY
CHK
APPD
DESCRIPTION
APPROVALS
F%dmorrt
ININaWrall
LINE 446 — B E L E W S CREEK PIPELINE
SHEET 75 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 10/02/19
ISSUED FOR CONSTRUCTION REVISION JKC
CPD
WKG
ACCOUNT NUMBER
010]000
n421 20
Gas
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PROJECT NUMBER
1626546
SIG—RE
!!>�GINE;.*,�
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DRAWING NUMBER
REVISION
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KEITH \
REC&STD
COPYRIGHT2014PIEDMONTNATURALGASCORP.
STOKESDALE NC
f
PNG-C-446- 0001070
1
CHECKED BY
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GnTe
slcruTURE/wmus
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CORP. OFFICE 4720 PIEDMONT ROW DRIVE
RESOURCE CENTER REIDSVILLE
APPROVED BY
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PING-DISCIPLINE-RESOURCE CENTER-NUMBER
10/02/2018
�U
ENGINEER
CHARLOTTE, NC 28210

LEGEND
Looe
E Ery mnua
ED TEMP—CON-10
SIUEExcE—DW
o LIM—DIS—E _wD-
- -, -
o
W
:T,: �xL�a
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APPROVED.SEEDMIXTURE AS-4OON)AS
P S113LE OR WIT14IN 7 DAYS.
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CONTRACTOR TO
VE PATH A
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1
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 /O
4 -
-
W
NO
DATE
REVISION(S)DESCRIPTIONBY
CHK
APPD
DESCRIPTION
APPROVALS
ey���p�
■ �Vdmorrt
RNVINIaWral
LINE 446 - B E L E W S CREEK PIPELINE
SHEET 76 OF 90 DWG SCALE: AS SHOWN
0 09/21/18
ISSUED FOR CONSTRUCTION JKC
CPD
WKG
AREA CODE
9335
E
SIG-RE/INITIPLS
REGIONAL
ENGINEER
DWG DATE 09/21/18 SUPERCEDED
1 10/02/18
ISSUED FOR CONSTRUCTION REVISION JKC
CPD
WKG
ACCOUNT NUMBER
010]000
n420
Gas
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PROJECT NUMBER
1626546
SIG—RE
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
CPD
GnTe
slcNnTURE/wmus WKG
�G
PRINCIPAL
"lilllili”"
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
Looe
ED TEMP—CON-10
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o 1IN—DISTI—E _wD-
o -IENCE - EE C_
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0 511..
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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/O
4 -
I-
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NO
DATE
REVISION(S) DESCRIPTION
BY
CHK
APPD
DESCRIPTION
APPROVALS
�yy�p�
' ■ �Vdmorrt
'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
w\TURE/wRlus
IHEE•�
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
�G
PRINCIPAL
1111111\\
CORP. OFFICE 4720 PIEDMONT ROW DRIVE
RESOURCE CENTER REIDSVILLE
APPROVED BY
WKG
PING -DISCIPLINE
-RESOURCE CENTER -NUMBER
10/02/2018
�U
ENGINEER
CHARLOTTE, NC 28210

LEGEND
Looe
ED TEMP—CON-10
FF'Cqe\T�xLeG�eLK�N o
o GN—D-RE-E _wD-
oEE:E-Exc_
M.. s\..
MsLTso�xNLET—ON n
.ME sEOMEx.N\ xx o
MT. .NPox xr �NLxL 1x
®.NPox
® s\a�xxR�Ex
Q .xexcx E—NE. ®
o.RwTxexLxRx� o
GRAPHIC SCALE (IN FEET)
r .
oxx�e�xex. ii
eeaxnxExrseEowc Q
cMDT =1000.
LoxcxeTTTa xwr lT
MT Lx. x E.ol�,Tj
LL
.ENT
TMeLxLx�eNexT
0
sF 40' TEMP
pp EASEMENT
308% �x
op
m a m
pG
y O
p
o
NA r,
p�o3°my
wym a y NA 7p A$
_- --- `1 ) -- , -- 00 S AM 33 � a t0
A
a� N r N '� '� m
y a - G v
I„
_--
-$
Il a (SERE L)
/ TEMPORAR PACT:
m Z J Oz
O
OPEN CUT FOR G\
e
2 9 m
- --
LINE, DEWATERING PROPOSED
�1\
STRUCTPRE, PERMANENT
------ `�� x \\v A EQUIPMENT
-- "too
r.5,` \ 1 CROSSING/MAT PLOP GAS
PLACEMENT
O
a�
o
00
Fro _w
g3�1
a
--
\ '\ IMPACT SITE 13:
S SEA~ F�'
P. SB
O
\I
1p
N�1
00'
299+00 1H
i \
'0 f1 Q
_ o
i
\
CX
pp
yPtll�n
F
Ci -A
A n /
�4*0 D
l
Wt`! LZ►NQ77vI i
/ NO IMPACTS
— �,gy0 riX
�p-#
322+
3 yUI
�
m //
4
�-- --
A
y00
WETLAND 16
NOIMPA�T
1
'
i.%
1
I �J
------------
_
'1
kb�::6k2➢zc�
I
vc
F
Y 1 _
"
00
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 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/O
4 -
I-
NO
DATE
REVISION(S) DESCRIPTION BY
CHK
APPD
DESCRIPTION
APPROVALS
Piedmont
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
SIGN4TURE/INITIPLS
REGIONAL
ENGINEER
DWG DATE 09/21/18 SUPERCEDED
1 10/02/19
ISSUED FOR CONSTRUCTION REVISION JKC
CPD
WKG
ACCOUNT NUMBER
0107000
W n21 420
'
'Natural Gas
EROSION CONTROL PLAN
PROJECT NUMBER
1626546
-TUREiwRlus
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
GnTe
10/02/2018
slcruTUREiwmus 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 NDO _ 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 or,D�TeDo,ELDON (1
CLEAR AND GRUB FULL PERMANENT EASEMENT (USE CONSTRUCTED.
sED,n,EDTNLTEeEAO ED
HAND TOOLS WITHIN 10' OF STREAM). INSTALL SILT
0,
T.—C...--
FENCE AS THE AREA IS CLEARED. INSTALL SLOPE
® TE,w�Da.�E,aDDsIND _,
BREAKERS/WATER BARS. INSTALL AMERICAN
FE1sL ,E�<EA
EXCELSIOR CURLEX I FIBRENET OR ENGINEER
FT -1 1 T11-1— ®
TE,weD�TDeDL"RDD o
oCDRae�EMEDT ii
APPROVED EQUIVALENT AND APPROVED SEED / GRAPHIC SCALE (IN FEET) -
MIXTURE AS SOON AS POSSIBLE OR WITHIN 7 DAYS.
l
eeeMN,EDTSEED,xD
ONCE THE PIPELINE IS INSTALLED, THE CURLEX AND / 1 mon=looft.
DOD00E,ETeDLkwaseDOT El
GRASS SEED SHOULD BE RE -INSTALLED AS SOON AS
eL­T0 T ©
POSSIBLE
v _ =
EE'NEDT
STREAM 32
(INTERMITTENT) /— 900 _
TEMPORARY
IMPACT: OPEN CUT
0 FOR GAS LINE, -""
P✓
DEWATERING - _--970-----._
STRUCTURE, "'
EQUIPMENT_, 3 915-----------
CROSSING/MAT ,- STREAM 31 L1
LLI p0
920_________-
C PLACEMENT pQ ,- (PERENNIAL) - _
+ e11 x EXISTING EXISTING GRAVEL
O p
-'----'
eNn W ^�� CULVERT DRIVE ,_yh
�- CX SCE \`\-----------'"
r--i�1--- p xoQ ?�yy
o xo IMPACT SITE 2 : -p �,, ti `` \\ --_____--823_
o TCE STREAM 31
TC
SB FLOW
xoo
�s
O
330
7 TCE I lb 40'TEMP—-
0
m S fti S EASEMENT
\
Q
�` 32g+00 N � TSC I \\\
_--___-' PROPOSED GAS LINE
I ---� \\ D >t� "
STREAM 34 SFOV A S O �V '
(INTERMITTENT) = I PERMANENT \ SF \\\ -_
ACCESS ROA\ \ -' +
\ p0 c _- %�
TEMPORARY IMPACT: OPEN x --- o + U64 `F \ t O
AR -004
CUT FOR GAS LINE, i TEMPO RY \VA AVA� \\ �O 'i1 M aoor
()
DEWATERING STRUCTURE, 328+0 I \\\ \\ " \ o N -M '(1
EQUIPMENT CROSSING/MAT
R SSING/ENT \ v � �
PLACEMENT
/%/' i I
_ ,,'-883 __ �_______�� / 9x0
EET m _ _
IN.E Smo$- -- 0--- --- -'------ -
SF
T gtiTL_ x
IMPACT SITE 14: Mp2?+00
-'----,00
-
STREAM 34 ---------905 _
\ \----------- ---_
PA__
STREAM 32 'jdM 910------------
�
890_ '------ , -----
----- 91s Y
00
325
324+00 v
ERISM
i ---
00
32
49\ ;
T \
I % `
i
'• t 1� � -( v `. i\ � i ' ��� �-��'�/ . v � /ice � � 1, � 1
3 '
-4
i
r
O
PROPRIETARY & CONFIDENTIAL ALL RIGHTS RESERVED • DO NOT SCALE THIS DRAWING • USE DIMENSIONS ONLY
REF. DWG(S)
"
""I
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
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
`=OESS/O i�,
°°°
4 -
NO DATE
REVISION(S) DESCRIPTION BY
CHK
APPD
DESCRIPTION
APPROVALS
Medmont
01,Natural
LINE 446 — B E L E W S CREEK PIPELINE
SHEET ]9 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 CONSTRUCTIONREWSION JKC
CPD
WKG
ACCOUNT NUMBER
010]006
Gas
EROSION CONTROL PLAN
PROJECT NUMBER
1626546
NATURE/wRlus
DRAWING NUMBER
REVISION
!!°°� IN�� °.44447777,
MGR TECH
DRAWING BY
CPD
.
/„KEITH ,
REC&STD
COPYRIGHT2014PIEDMONT 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
PNG-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
o sI ..
% + \\
N
SITS—INLETaamE N
/ a \\
s�IM�,TDLrEAaAD ED
MT.
D��a.�,ar,o�slND �__�
T fA
�, ��'
0 9a�aA�
pT11-
T—ICI o
_ -- _
\_;' --------'' ., - ---' --- 9+0 -'" PERMANENT EASEMENT GRAPHICSCALE(IN FEET)
CU11 —MEx. //
­­xTSE NOI
G,wo �or,��TETA��kwA�„DST ❑
\ ---_ aes - -_ W4TLAND 12A PERMANENT PERMANENT IMPACT: ROW \\\
- ---' EASEMENT TEMPORARY CONV/ERS16N OF WETLAND -FROM 1 mon =100 a. \
`. J 9Po , IMPACT: OPEWC JTFOR GAS FORSTED TO NON-F"ESTED. ,
`
FP Tj waTne�E TO
_ LINE DEWATERING
TD.I�T
EMEHT
FTC -
\------------ -_ ----- STRUCTURE, EQUIPMENT
--905_- �� `I -90y'
-r
\ ---- , \ C�tQSSING/MAT PLACEMENT. WETLAND 9A-PERMANENT-
aE�
TMRo x ENENT_918_
�ZO. ------ aTo__- EASEMENT TEMPORARYvvv
-'-”--�, WETLAND 12B PERMANENT-- / IMPACT: OPEN CUT FOR GAS \\\
EASEMENT PERMANENT / LINE, DEWATERINQa
/
�\ \ __ ___azo- �9 �-'---_ �� '{MPACT: ROW CONVERSION , STRUCTURE, EQUIPMENT
-------------
o��_-
x00 ---� E�� �� �` -'�OF WETLAN13 FROM FO�tfST€8---_- __,� CROSSING/MArPL*CEMENT. ----
O N STED. ----------- \\
T -F R
'- \ --
T ---____-_
WETLAND 9B PERMANENT---------------
;
,%gyp•�`.� EASEME NT PERMANENT = _ -80
\ x00 P $
._ -------- IMPAC :,ROW CONVERSIONOF,' u` +1
\ \ WETLAND 14- FOREST TO--. 65' TEMP
/ WETLAND`FROM
NO IMPACT X890-_ STp,E_D_.--VEMdE.HT
NON-FOREo+ o+
ppp
40',TEMP)gPACT SITE 15: EASEMENT
STREAM 7/8 885-_ ; Oti�p
_WETLAND 15
/ X880 10\WETAND9A p,
NO IMPACT,+VN
e
I AWETLAND'�0/11 % T
p
00� \ $LADD 126 _, -_,-_ _- 880 -- ___ ---' p +
\WEo �
- TSA 1 - +
. i
,
-- ---- "x00 - --- -"' . 1
. Wi I
/ I WETI-�►
i - - I r
,rte
�`��� ACD
/ ,,. --_ %' "- >v� s� -\� \-- -- - -
- -' -- - .I .� F
g-----
i _
" 4% -
�60'
a.
w" SF Q__ - PROPOSED = " -
---'
\ \ w _" ' -- - _ S _ --g1O" 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 EO 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 -
qq
ST TIONS; 76+b0'AISDJ39+00 AI�W
P\o\WETLAND
____ --------'-------_-
1 $E D,1)IIIOUAND STRAW AS SOdN
, ASPOSSIBLE.ONCE,THPIPELINE IS
I \\
'INSTALLED,TWE
1 WETLAND MIX,,'GRASS SEED
; ' W 1
-''
�`AWQ�¢FRAWSNOULd
' �I%��' I BE RE-IN$'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/O 9'
4 -
I-
W
NO DATE
REVISION(S) DESCRIPTION BY
CHK
APPD
DESCRIPTION
APPROVALS
' 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,.''\kG
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
$
\\ $�
OsNT—DIS DFSN\cE --ADD_
GRAVEL ACCESS ROAD
\ \\
o sl\TF x E xDx — sF c_
r sl\TI-E o
o
I
'I `1
s®i sl\Tsocxml�TaxGTEcnory n
o sExlxEx.n„xxx o
I
\\ ' I \ \\\ -------' I —J GRAPFIIC SCALE (IN FEET)(
I , , , /-
I , \SjjF„e38
o T�rDxDs lxo
® TDwwxnrzvvr<nnxx w NO\\
\ `, \ \\ - i' cinch=l ft.
r�Ej
pTxEx�xxx��x
TD a x xDxDuo o
m w
, x+
LLIp j \
o DxxPrvExT ii
�xx��Tx�lxc O
oxTsTDI TW�xouT O
—
W LLI
S + \\ �A A STREAM BUFFERS TO �� ,' / Z v
Inn V - CONTRACTOR TO Q
Z M \ \ �$ `- __IMPROVE AS ____-- // \ AE PROVIDED PER'
v \ JORDON LAKE BUFFER ; V
Q v ( \ NECESSARY FOR F
',
ETA'xo
_SEE DETAIL 9
USE BY RULE _(- Q
VE#IICLES / I
885 SHEET
xxouox
ExlcTlxox,xE�,
` , `, AND EQUIPMENT I/ --' 87 f
xxouox E—T
Q
C
�'- - I ` 'i i A \ TREAIh 6 '' -
\
(PE'RENNIALI \� mw \
\ (INTERMITTENTY
CUT FOR GAS LINE(( $ \\
\\ -OPEN _
\\ \\-----__-_ 8g___I'IDD'EfORE
DEWATERING STRUCURE,\ \$�
T \ s__ _- NO IMPACT—
EQUIPMENT CROSSING14AT `----
\\\\ o?Y�'O \ 3 (`- -------'
\\--------/ \\ \ PLACEMENT k_^� \ ----- /
Y% r
v \ °o \\°m� \ \ ¢� gy-__ - 1 WETLAND 61!
\\\
'------------- AERMAN NTEASEMENT /
@j / PERMANENT IMPACT: ROW '
_'
%\\� a.\
_ / CONVERSIDN FROM ORESTED/
EXISTI G \ t
\ _ \ TO INON FORESTEI
ACCESS, ROAD 11 \\\ y
8>O----"_—��
, \\ �� ; ` STREAM 3
AR -003 \\�� -- AM 5
STRE
\ \ (TEMPORARY) (PERENNIAL)
_ o , \
F � 65' TEWP � \ I � \ I SENT R 'ITTENT � HDD BORE
,
�� �----= ' 11`iP A l v � \V 1 I II \VA--8gs. 60' P�pPOSED � Hp�80 E NO IMPACT
, '
NO I PACT
- _, EASEMENT \ EASEMENT � � \I\t 1 _ \PERMANENT
O O O O OI O 1,0 \ O ` O O \\ \ O '' OI it O \ #I I O __ O O pI 'O i / /O , ' O O
O O O O O I O b 10 \O `I O 'i O O` O O O O 'g
n ro O '-- M a Io \ a 'I a ��,� SII M; a , u� rA
I /
/
l{
y -,- I I
a
- -- -rI�- ---- -----
a
SF J\ -3F SF SF Sk I 8F IF, 8F 5 A - SF 8F -.J. -LOO LOD LGI
kOR� ti:��-i1M-tOp-rtii�f�lL�-rtOp-rtf-rtOp=rtOp �rt-rtQ6 rt �O t0 --- ---- L L .
--"- --' SFC 43 SF f T L l --- J
- FC �— SF SFC \\ SF SB $� SF,/FLO `� FC PROPOSED GAS' ,_ ---------
W.
\— \\ `' - ;`LINE
---- -- - S[REAM BUFFERSTO BE,,
— /
_ A ,IMPACtl,SITE 16:'1'ROVIDED PER '0RDON v � MPACT,SITE 47..-
'E — -
-----
- --- ------ ----- '---- ERG ,
--_-_--- --_ \ STRAM,6 LAKE BUFfER RUL '(SEE _,-' DUr`E STR6A7v1 33
E
ROW 70
" W2 Y _ - - i
----------------------°..I D / _ STREAM 4
DETAIL HEET��
91 S
-------- — — - _ I __ _
S
--'” ET LAN 5 /
I 1
-- -- W D 6/7
-
, ,
,
_
_ •� — /
II ,
,
l
I I
\1}
-- �� \
ice'
----------- --� CLEAR AND GRUB'30�� SEMENT CENTERED ON
GAS LINE. USE HAND/ OOLS WITHIN40 OF
WETLANDS ANbDOL�1(�TREMOVE-ROgTS. _
INSTALL SILT FENEE.AS,THE AREA IS EARED. _
eyy'
TCE v _ \� INSTALL APPROVED UPLAND AND WET�ND
------ ,�
OGBURN MILL ROAD \\ \j - - _ 810 I� \ \ T% -� SEED'MIXTURE AND STRAW AS SOON AS _
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I\
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SCALE-
- _ -
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
PING 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
`=Ot. V_SS/O �9'
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NO DATE
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Piedmorrt
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
TE
SIGN4TURE/INITIPLS
REGIONAL
ENGINEER
DWG DATE 09/21/18 SUPERCEDED
10/02/19
ISSUED FOR CONSTRUCTIONREWSION JKC
CPD
WKG
ACCOUNT NUMBER
0107000—REMillNatural
PROJECT NUMBER
1626546
DRAWING NUMBER
REVISION
!!>GIHEE•�
Gas
=
MGR TECH
DRAWING BY
CPD
REC&STD
COPYRIGHT 2014 PIEDMONT NATURAL GAS CORP.
STOKESDALE NC
f
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1
CHECKED BY
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DATE
10/02/2018
slcruTUREiwmus WKG
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LEGEND
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INSTALL SILT FENCE AS THE AREA IS CLEARED.
INSTALL APPROVED UPLAND AND WETLAND
SEED MIXTURE AND STRAW AS SOON AS
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---
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QUARRY ,. ------"
PROPRIETARY & CONFIDENTIAL ALL RIGHTS RESERVED' DO NOT SCALE THIS DRAWING • USE DIMENSIONS ONLY REF. DWG(S)
PIEDMONT'S NATURAL GAS FACILITY DRAWINGS ARE CONSIDERED CONFIDENTIAL (OM-1095)' DRAWING IS CURRENT ONLY THROUGH THE LATEST REVISED DATE' TO INSURE THERE IS NO RISK OF PNG-G-446-0001008
-oA C?RO4 ,
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/O 9'
4 -
-
W
NO DATE
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�yy�p�
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'Natural
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
SIG-RE
REGIONAL
ENGINEER
1 10/02/18
ISSUED FOR CONSTRUCTION REVISION JKC
CPD
WKG
ACCOUNT NUMBER
0107000
n20
%)1,021
Gas
EROSION CONTROL PLAN
PROJECT NUMBER
1626546
—REIwRIus
MGR TECH
NG INEE ,. 144447777_
DRAWING NUMBER REVISION
DRAWING BY
CPD
••`=
KEITH ,
REC&STD
COPYRIGHT 2014 PIEDMONT NATURAL GAS CORP.
STOKESDALE NC
f PNG-C-446- 0001077 1
CHECKED BY
CPD
DATE
SI—RE IT-- WKG
PRINCIPAL
"'ail llill""
CORP. OFFICE 4720 PIEDMONT ROW DRIVE
RESOURCE CENTER REIDSVILLE
APPROVED BY
10/02/2018
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ENGINEER
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PING-DISCIPLINE-RESOURCE CENTER-NUMBER

LEGEND
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= -'----
_
S PROPRIETARY & CONFIDENTIAL ALL RIGHTS RESERVED • DO NOT SCALE THIS DRAWING • USE DIMENSIONS ONLY REF. DWG(S)
f I1 111„ 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
33 `=0a'4-- / '° !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 SIGN4TURE/INITIPLS
0 09121/18 ISSUED FOR CONSTRUCTION JKC CPD WKG AREA CODE 9335 REGIONAL Piedmont DWGDATE 09/21/18 SUPERCEDED
1 10/02/18 ISSUED FOR CONSTRUCTION REVISION JKC CPD WKG ACCOUNT NUMBER 010]000 ENGINEER0 E—RE011
EROSION CONTROL PLAN
0.� PROJECT NUMBER 1626546 MGR TECH Natural Gas
g %,;.. INE° on s1c DRAWING NUMBER REVISION
! G
DRAWING BY CPD REC&STD STOKESDALE NC
,,, KEITH x 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 1 1 PING -DISCIPLINE -RESOURCE CENTER -NUMBER

LEGEND
I
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_ — — — — — — —_ —_— _ —-- -- —
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PROPRIETARY & CONFIDENTIAL ALL RIGHTS RESERVEDDO NOT SCALE THIS DRAWING • USE DIMENSIONS ONLY
REF. DWG(S)
PIEDMONT'S NATURAL GAS FACILITY DRAWINGS ARE CONSIDERED CONFIDENTIAL (OM -1095)" DRAWING IS CURRENT ONLY THROUGH THE LATEST REVISED DATE TO INSURE THERE IS NO RISK OF
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
' 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 09/21/1E
ISSUED FOR CONSTRUCTION JKC
CPD WKG AREA CODE
9335 DATE
0107000
SIG—REI IN -8
REGIONAL
ENGINEER
DWG DATE 09/21/18 SUPERCEDED
1 10/02118
ISSUED FOR CONSTRUCTION REVISION JKC
CPD WKG ACCOUNT NUMBER
PROJECT NUMBER
E
1626546 DATE
NnTUaE,1NmnE
SIG—RE
MGR TECH
DRAWING NUMBER
REVISION
�! .6ry rG
Natural Gas
1° GINE,. ��
,'-..,`
KEITH �
CPD
REC&STD
COPYRIGHT 2014 PIEDMONT NATURAL GAS CORP.
STOKESDALE NC
f
PNG-C-446- 0001079
1
DRAWING BY
CHECKED BY
CPD DnTE
10/02/2018
SIGNATURE/INIIIPLS WKG
�),�,��''\ v\ G
PRINCIPAL
ENGINEER
",n I111mT"`
CORP. OFFICE 4720 PIEDMONT ROW DRIVE
CHARLOTTE, INC 28210
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
NaB 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
DATE
REVISION(S) DESCRIPTION BY
STABILIZATION TIME FRAME
SITE AREA DESCRIPTION
STABILIZATION TIME FRAME
EXCEPTION
PERIMETER DIKES, SWALES,
7 DAYS
NONE
DITCHES, AND SLOPES
LINE 446 - BELEWS CREEK PIPELINE
GENERAL EPSC NOTES
STOKESDALE NC
f
RESOURCE CENTER REIDSVILLE
HIGH QUALITY WATER (HOW)
7 DAYS
NONE
ZONES
9335
E
SLOPES STEEPER THAN 3:1
7 DAYS
IF SLOPES ARE 10' OR LESS IN
ISSUED FOR CONSTRUCTION REVISION JKC
CPD
LENGTH AND ARE NOT
ACCOUNT NUMBER
0107000
STEEPER THAN 2:1,14 DAYS
ARE ALLOWED
SLOPES 3:1 OR FLATTER
14 DAYS
7 DAYS FOR SLOPES
SIGNIUREiwmn s
MGR TECH
REC&STD
GREATER THAN 50 FEET IN
LENGTH
ALL OTHER AREAS WITH
14 DAYS
NONE (EXCEPT FOR
SLOPES FLATTER THAN 4:1
PERIMETERS AND HOW
CHECKED BY
SBH
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
Pwm4�m
�i1lC��Y,I „�
VV
Natural Gas
COPYRIGHT 2014 PIEDMONT NATURAL GAS CORP.
CORP. OFFCHARLOTTE, NC 28210ICE 4720 PIEDMONT 0W DRIVE
LINE 446 - BELEWS CREEK PIPELINE
GENERAL EPSC NOTES
STOKESDALE NC
f
RESOURCE CENTER REIDSVILLE
AREA CODE
9335
E
S1GN T0RE1N1' s
REGIONAL
ENGINEER
10/02118
ISSUED FOR CONSTRUCTION REVISION JKC
CPD
WKG
ACCOUNT NUMBER
0107000
PROJECT NUMBER
1626546
E
SIGNIUREiwmn s
MGR TECH
REC&STD
DRAWING BY
JKC
CHECKED BY
SBH
a
NIUREINITI-E
PRINCIPAL
ENGINEER
APPROVED BY
WKG
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

SILT FENCE WI
-FE 11K
ALONG STREPM� PIPp F
BRIDGE MFT
ONCRETE
PUMP
13"X15"
PLOWABLE FILL �
$AND
NOTES
PROPOSED TOE -OF -BANK
1 PUMP
SAND
TRENCH BFGS
1. THE CONTRACTOR WILL RESTORE THE
TEMPORARY WORKSPACE
S
gg g
B
CONTOURSOFTHEBEDANDBANKSOFALL
4'-0"
SIGNAT°REI INITIALS
SPF— SpF /S;A­_
I
i $ F—�
WATER WAYS IMMEDIATELY AFTER PIPE
INSTALLATION AND BACKFILL, EXCEPT
WOOD CHIPS
,.
•6"MIN.
•
OVER THE TRAVEL LANE. TRAVEL LANES
+ +
a
-
_
AND BRIDGES MAV STAY IN PLACE UNTIL
WIDTH OF DISTURBANCE
OR EXISTING VEGETATION
-
_
HYDROSTATIC TESTING AND CLEANUP ARE
TO CHANNEL TO BE
PROPOSED GAS
FLowo
4,1„
MIN.
O "
<
6" MIN.
COMPLETE. ALL MATERIALS USED TO
MINIMIZED
PIPELINE
-2' -6 -
SECTION A -A
CHECKED BY
SUPPORT CONSTRUCTION ACTIVITIES WILL
BE REMOVED FROM WATERS DIESAND
PROPOSED
uTUREnrvIn s
$ F S�F $�F /
Si$ B
WETLANDS, INCLUDING, BUT NOT LIMITED
TO, FLUMES, MATS, PLASTIC SHEETING,
ANDSANDBAGS.
PERMANENT EASEMENT
(WIDTH VARIES)
J/
SILTFFNCEWI
WKG
2. THE STREAM BANK CONTOUR SHALL BE
`CURLEX II OR ENGINEER
BBACKING
sr ALONG STREAM
RE-ESTABLISHED. ALL DEBRIS SHALL BE
REMOVED FROM THE STREAMBED AND
APPROVED EQUIVALENT
SF
SF
BANKS. STREAM BANKS SHALL BE
STABILIZED AND TEMPORARY SEDIMENT
/ /
`GO
'
BARRIERS SHALL BE INSTALLED WITHIN 24
HOURS OF COMPLETING THE CROSSING IF
t
SPOIL PILE -
RBFG
PRACTICABLE .
3. IMMEDIATELY FOLLOWING
_
SILT FENCE
RECONSTRUCTION OF THE STREAM BANKS,
`
THE CONTRACTOR 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 TIMBER
MAT BRIDGE
INSTRUCTIONS.
PLAN VIEW STABILIZED CHANNEL
FLUME SHOULD BE SIZED TO
HANDLE FLOW AND SUFFICIENT
STABILIZE FILL
IN LENGTH TO ACCOMMODATE
�
-__------�
WIDENING TRENCH TO PREVENT
FAILURE,
BOTTOM
OF CREEK
INSTALL CURLEX II OR ENGINEER
4 z
PIPELINE
APPROVED EQUIVALENT
6'
SECTION B-0
NORMAL WATER LINE
CONSTRUCTION SEQUENCE NOTES:
1. INSTALL SILT FENCE
71 4oF 1
2. NSTALL PUMP UPSTRIEAM 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
4. INSTALL TIMBER MAT CONSTRUCTION CROSSING.
5. CONSTRUCT PIPELINE.
GRASS SEED IS SPREAD BENEATH
SEE PLAN VIEW
6. STABILIZE PIPELINE TRENCH USING CURLEX 11 OR ENGINEER APPROVED EQUIVALENT AND MULCHISEED MIXTURE.
EROSION CONTROL FABRIC. SEED
—
TEMPORARY MATTING
T. ONCE TRENCH AREA IS STABILIZED AND TEMPORARY CONSTRUCTION CROSSING IS REMOVED, DISMANTLE
DOWNSTREAM COFFERDAM. THEN REMOVE UPSTREAM COFFERDAM. KEEP PUMP RUNNING DURING REMOVAL TO
MIX CAN BE FOUND WITH EROSION
CONTROL DETAILS
4'
MAINTAIN STREAM FLOW.
I
1
TYPICAL CROSS SECTION STABILIZED CHANNEL
STREAM CROSSING (PUMP DIVERSION WITH EQUIPMENT CROSSING) (TSC)
STREAMBANK STABILIZATION (TSC)
PROPOSED GAS LINE
SEWN -IN CONNECTION SLEEVE FOR
PUMP DISCHARGE HOSE (OPTIONAL)
A
2'-0" MIN.
FINISH GRADE
\ \
OF
JUTE EQUAL EROSION /
CONTROL FABRIC ON BANKS
INSTALLED PER MANUURER \
SILT FENCE
WITH WIRE BACKING
U-6" MIN.
SPECIFICATIONSFACT
f INFRASTRUCTURE, PLLC
NC LICENSE# P-1289
3
WILLIAM K. GUALTIERI
g 09/21/2018
NORTH CAROLINA
g SEAL 023464
4
PROFESSIONAL ENG/ARCH STAMP
TYPICAL UTILITY LINE CREEK AND WETLANDS CROSSING (TSC, TWC)
V
VARIES WITH
GROUNDLINE
J 10, MIN. SLOPE
OPTIONAL LIFTING
STRAPS
-S WITH GROUND
LINE SLOPE
2'-0" MIN.
'5O'MIN. DISTANCE
FROM STREAM
� TOP OF BANK —
STREAM
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.
SILT -SAVER DEWATER FILTER BAG
6"X15"
ONCRETE
PUMP
13"X15"
PLOWABLE FILL �
CHECK DAM
GEOTEXTILE FABRIC (TYPE III)
UNDER AND COVERING ENTIRE
1 W-6"
1 PUMP
PI��YIOrft
ralNatural Gas
COPVRIG.OFFICHT 2014 4720PIEDMONTIEDMONT ROWDRIVAL GAS ORP.
CORP. OF CHARLOTTE, NC 282100W DRIVE
WOOD CHIP PAD
a a j\\ j\\
\ j\\\/ "•
SILT -SAVER SEDIMENT
FILTER BAG
4'A"
• a
4'-0"
SIGNAT°REI INITIALS
MIN.
GAS LINE
MIN.
WOOD CHIPS
,.
•6"MIN.
•
+ +
a
-
GEOTEXTILE FABRIC (TYPE
1626546
CLASS'B.
OR EXISTING VEGETATION
III) OR EXISTING
NOTES:CONCRETE
•3,000 PSI MINIMUM CONCRETE
a
NATURAL GROUNDLINE
VEGETATION
COMPRESSIVE STRENGTH
• ENCASEMENT WIDTH TO BE POURED THE
WIDTH OF TRENCH WITH A MINIMUM OF4'
ON EACH SIDE PIPE.
4,1„
MIN.
O "
<
6" MIN.
OR EXISTING VEGETATION
SECTION A
-2' -6 -
SECTION A -A
CHECKED BY
CPD
f INFRASTRUCTURE, PLLC
NC LICENSE# P-1289
3
WILLIAM K. GUALTIERI
g 09/21/2018
NORTH CAROLINA
g SEAL 023464
4
PROFESSIONAL ENG/ARCH STAMP
TYPICAL UTILITY LINE CREEK AND WETLANDS CROSSING (TSC, TWC)
V
VARIES WITH
GROUNDLINE
J 10, MIN. SLOPE
OPTIONAL LIFTING
STRAPS
-S WITH GROUND
LINE SLOPE
2'-0" MIN.
'5O'MIN. DISTANCE
FROM STREAM
� TOP OF BANK —
STREAM
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.
SILT -SAVER DEWATER FILTER BAG
6"X15"
2"-3"
PUMP
13"X15"
ltS:D!
PUMP
13"X25"
1 W-6"
1 PUMP
MIN.
MENT FILTER BAG
MIN. VARIES
REVISION(S) DESCRIPTION BY
10'-0" 50' MINIMUM
MINIMUM2'-0" BUFFER
APPD
ltS:D!
APPROVALS
GEOTEXTILE
PI��YIOrft
ralNatural Gas
COPVRIG.OFFICHT 2014 4720PIEDMONTIEDMONT ROWDRIVAL GAS ORP.
CORP. OF CHARLOTTE, NC 282100W DRIVE
LINE 446 - B E L E W S CREEK PIPELINE
GENERAL EPSC DETAILS
STOKESDALE NC
f
RESOURCE CENTER REIDSVILLE
FILTER BAG
FABRIC (TYPE 110
AREA CODE
SILT FENCE
DIE
SIGNAT°REI INITIALS
REGIONAL
ENGINEER
WITH WIREBACKING
,�'s
_ _
+++ +++{+{+"+"+ ?y
SILT FENCE
0107000
+ +
WITH WIRE
GEOTEXTILE FABRIC (TYPE III) 6"MIN.
1626546
BACKING 2'MI�TOP OF BANK
OR EXISTING VEGETATION
USE WOOD CHIPS
PAD TO LEVEL BAG FROM
EXISTING G ROUNDUNE
NATURAL GROUNDLINE
GEOTEXTILE FABRIC (TYPE 111) STREAM
DRAWING BY
JKc
OR EXISTING VEGETATION
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
PI��YIOrft
ralNatural Gas
COPVRIG.OFFICHT 2014 4720PIEDMONTIEDMONT ROWDRIVAL GAS ORP.
CORP. OF CHARLOTTE, NC 282100W DRIVE
LINE 446 - B E L E W S CREEK PIPELINE
GENERAL EPSC DETAILS
STOKESDALE NC
f
RESOURCE CENTER REIDSVILLE
AREA CODE
9335
DIE
SIGNAT°REI INITIALS
REGIONAL
ENGINEER
ACCOUNT NUMBER
0107000
PROJECTNUMBER
1626546
°rE
SIGNATUREINmALS
MGR TECH
REC&STD
DRAWING BY
JKc
CHECKED BY
CPD
a
uTUREnrvIn s
PRINCIPAL
ENGINEER
APPROVED BY
WKG
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
SWALE OR OTHER SEDIMENT
8' MAX STANDARD FABRIC
CONTROL DEVICE
PLASTIC OR WIRE TIAG,
WITH WIRE FENCE
TEMPOARV
E IPMENT
I SEE DETAIL SILT FENCE
6' MAX EXTRASTRENGTH
LL
N
, WETLAND
T
APPROVALS
AND CHANNELIZE RUNOFF TO
FENCE
1. SILT FENCE WITH WIRE BACKING IS USED TO INTERCEPT
SEDIMENT TAPPING DEVICE
GENERAL NOTES:
r20'RMI .LL
TOTAL WIDTH 32' M
3
1.
NO WASTES, SPOILS, SOLIDS OR FILLS WILL BE
Q
',f
g
K
PLACED WITHIN WETLANDS, WATERS OR RIPARIAN
CONSTRUCTION ROAD
I �. m rrF
il«1 VI„
CONSTRUCTION ROAD
12' MIN.
AREAS.
ADJACENT TO THE PROJECT RIGHT OF WAY.
WIDTH
z
2.
WETLAND CROSSINGS SHALL BE RESTORED TO
F
w
��PIPE/CULVERT IF
GROUND LEVEL
ORIGINAL CONTOURS ONCE CONSTRUCTION IS
BOTTOM OF WOVEN WIRE FEN
EXISTING
FENCE ON UPSLOPE SIDE SHALL BE 290 FEET (AS
BACKING SHALL BE POSITIONEDMEASURED
COMPLETED.
ALONG GROUND SURFACE)
WETLAND '
INSTALL SILT FENCE PRIOR
3. STEEL POSTS SHALL HAVE A PROJECTION FOR FASTENING
rn
r
-
TO AND FOLLOWING
&
TO RESTORE THE CORRIDOR IN WETLAND AREAS
B" MIN. BOTTOM
OF 24" MIN.
CONSTRUCTION
TRENCH
THE CONTACTOR WILL USE A NATIVE SEED MIX,
J
. . . . .
. L
WHICH WILL BE DISTRIBUTED WITH PLACEHOLDER
FENCE BACKING WITH THE TIES SPACED EVERY 24 INCHES
POSITION POST/FABRIC
lPLATES
ALONG TOP AND MIDSECTION.
SPECIES TO PROVIDE SOIL STABILIZATION UNTIL THE
PROFESSIONAL ENG/ARCH STAMP
09/21/2018
THE VERTICAL (ANGLED TOWARD FLOW)
ENGINEER
PERMANENT SEEDING GERMINATES AND BECOMES
RESOURCE CENTER REIDSVILLE
2" MIN
ALTERNATIVE MEASURE IF NECESSARY.
ESTABLISHED. THIS SEED MIX WILL BE COMPRISED
TYPICAL PRE AND POST -CONSTRUCTION PLANVIEW
APPROVED BY
OF SPECIES THAT ARE NATIVE TO THE COUNTY (WITH
TIEBACK BETWEEN FENCE
6. COORDINATE SILT FENCE PLACEMENT IN WATER QUALITY
THE EXCEPTION OF THE PLACEHOLDER SPECIES.
EASEMENT
EXISTING GROUND
4.
REFER TO PLANS FOR PLACEMENT OF SILT FENCE
FLOW
BRAIDED POLYPROPYLENE BY WRAPPING
111
ALONG DISTURBED LIMITS.
SEE DETAIL
SILT FENCE 1
SEE
5.
ADDITIONAL MEASURES MAY BE NECESSARY IN
POUNDS
MAINTENANCE:
DETAIL
SILT FENCE WITH
111 MIN. 24" POST FLOW WIRE BACKING
ORDER TO PROTECT AFFECTED CREEKS AND
rn
BELOW GROUND
SILT
BACKING FABRIC 8" DEEP WITH 4"
WETLANDS.
IMMEDIATELY.
WETLAND
T FESPOIL
SPOIL PILE
-
6
WETLANDEXCAVATION FOR CROSSING
SECTIONAL VIEW
INTO GROUND SILT FENCE TIEBACK
PILE
INTALLATIION OF PIPE SHALL BECONDUCTED IN THE
SAME DAY TO THE FULLEST EXTENT PRACTICAL
BENTONITE LL
rn
. . .
AS
S BENTONITE
ADEQUATE STORAGE VOLUME FOR THE NEXT AIN AND TO
BACKFILLING AND RESTORATION OF WETLANDS
PLUG
-
PLUG
SHOULD OCCUR AS SOON AS PRACTICAL UPON
4. REMOVE ALL FENCING MATERIALS AND UNSTABLE
7
COMPLETION OF PIPE INSTALLATION.
TREES WILL BE CUT AND STUMPS LEFT IN PLACE
SEDIMENT DEPOSITS AND BRING THE AREA TO GRADE AND
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, WTIMBER
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 TIAG,
WITH WIRE FENCE
TEMPOARV
E IPMENT
R SSING
6' MAX EXTRASTRENGTH
A o
CONSTRUCTSEDIMENTBARRIER
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, WTIMBER
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
Z-3" WASHED STONE
2:1 OR FLATTER
ORIGINAL GRADE
6"
FILTER FABRIC
PIPE/CULVERT IF
NECESSARY
SECTION A
CONSTRUCTION SPECIFICATIONS:
1. STONE SIZE - USE 2'-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 TIAG,
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' M
3
FROM SHEET FLOW ONLY. USE SILT FENCE WITH WIRE
re
Q
',f
g
K
STREAMS, WETLANDS, PONDS, SPRINGS, OR OTHER
REGIONAL
ENGINEER
I �. m rrF
il«1 VI„
NATURAL WATER RESOURCES LOCATED WITHIN OR
12' MIN.
NO MORE THAN 24"
ADJACENT TO THE PROJECT RIGHT OF WAY.
WIDTH
z
0107000
NORTH CAROLINA
NORTH
g SEAL 023464
F
w
��PIPE/CULVERT IF
GROUND LEVEL
NECESSARY
BOTTOM OF WOVEN WIRE FEN
SUPPLY WATER TO WASH
WHEELS IF NECESSARY
50' MIN.
PLAN VIEW
Z-3" WASHED STONE
2:1 OR FLATTER
ORIGINAL GRADE
6"
FILTER FABRIC
PIPE/CULVERT IF
NECESSARY
SECTION A
CONSTRUCTION SPECIFICATIONS:
1. STONE SIZE - USE 2'-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 =444 I- -� I -� I L�±
DIVERSION. P— —
III I� I—III—III—II
• THE DIVERSION SHOULD BE EXCAVATED OR SHAPED TO LINE, GRADE, AND CROSS SECTION AS—lu=ul�li�ii— —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. 1/4 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 TIAG,
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 BACKI
4-MAX ON PONDING AREAS 2" MIN.
SMALL AMOUNTS OF SEDIMENT AND REDUCE VELOCITY
TOTAL WIDTH 32' M
AREA CODE
FROM SHEET FLOW ONLY. USE SILT FENCE WITH WIRE
re
sicwauasnainus
BACKING UP -GRADIENT TO, AND ALONG THE PERIMETER OF
g
STREAMS, WETLANDS, PONDS, SPRINGS, OR OTHER
REGIONAL
ENGINEER
I �. m rrF
il«1 VI„
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
0107000
NORTH CAROLINA
NORTH
g SEAL 023464
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 FEN
EXISTING
FENCE ON UPSLOPE SIDE SHALL BE 290 FEET (AS
BACKING SHALL BE POSITIONEDMEASURED
Ne&jralGas
ALONG GROUND SURFACE)
THE BOTTOM OF THE TREN
3. STEEL POSTS SHALL HAVE A PROJECTION FOR FASTENING
DRAWING BY
WIRE TO THEM. WOVEN WIRE FENCE BACKING TO BE
STEEL POST (TVP.)
FASTENED SECURELY TO FENCE POSTS WITH WIRE TIES.
B" MIN. BOTTOM
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
ANCHOR
FENCE BACKING WITH THE TIES SPACED EVERY 24 INCHES
POSITION POST/FABRIC
lPLATES
ALONG TOP AND MIDSECTION.
ASSEMBLY AT VERTICAL TO A MAX 5" FROM
PROFESSIONAL ENG/ARCH STAMP
09/21/2018
THE VERTICAL (ANGLED TOWARD FLOW)
ENGINEER
5. STOP SILT FENCE AT PAVED CROSSINGS, USE
RESOURCE CENTER REIDSVILLE
2" MIN
ALTERNATIVE MEASURE IF NECESSARY.
SILT FENCE WITH WIRE BACKING FABRIC
APPROVED BY
AND WOVEN WIRE FENCE BACKING
TIEBACK BETWEEN FENCE
6. COORDINATE SILT FENCE PLACEMENT IN WATER QUALITY
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 #5 OR #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 AT 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"
II
IMMEDIATELY.
RUN -OUT LENGTH. COMPACT BACKFILL.
I
LII 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 =444 I- -� I -� I L�±
DIVERSION. P— —
III I� I—III—III—II
• THE DIVERSION SHOULD BE EXCAVATED OR SHAPED TO LINE, GRADE, AND CROSS SECTION AS—lu=ul�li�ii— —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. 1/4 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 09121118
ISSUED FOR CONSTRUCTION JKC
CPD
WKG
AREA CODE
9335
re
sicwauasnainus
g
REGIONAL
ENGINEER
I �. m rrF
il«1 VI„
GENERAL EPSC DETAILS
1 10/02N8
ISSUED FOR CONSTRUCTION REVISION JKC
CPD
WKG
ACCOUNT NUMBER
0107000
NORTH CAROLINA
NORTH
g SEAL 023464
PROJECT NUMBER
1626546
D E
slcruruaEiwmus
MGR TECH
Ne&jralGas
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

Ex0a ,N A NINIMUM DF S -D'
saRE, E¢ L R/I
El 7-SYc :Iwm Ir 1uu'aN
r w GF 3'-O" IS NOT OR IF
E AT 1HE
CREST OF 9LCPE W IF OVERLAND
• FIFER IS EE El*l /1 1{NLUIO
� .
AEA SEE DElNLS 5/1 A 6/1
FSP SDE SEAL A9uTMENT, \�•
SEE DETAIL 7/1 -
` / -11. SEL
DETAIL 2ji
SIDE SEAR 6VERLPP,
OAUL D/1
• + + + . . RLUINET TU -D A
" Yplo 1 IFP1-1
` 'E BJTTOLI IF LWEEETAIL Il
ENO SI OF BLANKETS OVERL V-4'.
siAPLE5, ONE ON EA°x EONNER TF
r PLANI(cT, ,y' G.N PIGfiRLAKKET ENp
I SF THROUO, F BaIH u•IT(ET'. EeSLDPE BL
URS OLEA DOYNSLME V.W ETS IN SI-0NLI£ AFFECT
I
I
END ROLL OVERLAP z
NJ —
f INFRASTRUCTURE, PLLC
NC LICENSE# P-1289
3
WILLIAM K. GUALTIERI
g 09/21/2018
NORTH CAROLINA
e SEAL 023464
PROFESSIONAL ENG/ARCH STAMP
BOTMM TERYI7100F SLDPE
a0 5'.sLE
5'-� MN_ RDYI <P STAPLES
1Z' O.E
4ETHM 'ee(ro TREKM) r1
ND sale
DO 110T MEW TO —CH BLANKET IN IF
IT Em DM]t E °F 1'-O.
E-11 TIE I-11.
E
i
DENND MSN, CEST
SGL AILED J
rnDM mora /
hN -
CTE TO ; ROVf CF STAPLE
PNOTLET
srAGaxEu. C a o.ca.G.,
EA DIN.
s1Fn 1
2 ROxS CF STAPLES.
�sAGEEREu, s °,c,
SAIL RLIfA
FROM SOL PILE
any -2
9LAPE TNG
ME1Lg0 s
c sca E
SOIL PIIS
TRENEH Ar�Rw. maa mExcn
1D' VA9E x E' DEEP
RCW OF
STAPLES
SLOPE TO 12 Oc
RDTECT [ RDwS IF S--,TAOGERED, E' O.C..
.STEP 1 En. OIH
2 ROWS CT siAPI[s
4" APAR7, 5 AC!.,ERE9,
G' 0.C. STAPLES TG RE
PLACED GLG� FD EDGE.
OF euM><ET �\
WL FlL
TILELF /
Fp1M1 SOIL -
sFEzz
V&DT"G e
MO EtfIE 1
CURLEX SLOPE APPLICATION DETAIL (CX)
VE0_PNE QRP\Pol\NeSRENQN
SRP I 1
F7-O�
40�
FVO�
SEE CNPRj POSjS
�Mp7`gEn�EE�
SIDE SEAM AULT
STAPLE DETAIL %=1
ARE ni1-
3bTH 8—KET5.
SIAM DETAIL ism
XV 51ALE
NOTES
1. STAPLE PATTERNS ARE DEPLNDEMT DN SIZE COMI110-
SEE ..E%N STAPLE PATTERN GOOF FOR DETPILS
Z E-sTP 0 MAY VE USED IN PUDE OF WIRE STAPIas
CURLER® SLOPE
APPLICATION DETAIL
American _
Elccdslor
Company °
Earth SEIe O1RFslon
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.
@)
3 J -HOOK DETAIL (SFJ)
C1
Z
a
D'
Q
w
w
W
�aLAN r D1£iLAP,
sTAPLES
3'
SOIL MATERIAL
O/V
IV
S OpF RS/o
WgTFly A _
wq TFR @gRq�NF<
eFRM ,
A�
B
Wq rFR eq C
R h,
B_--�wqT F�egRBERM
I L 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 PR
SHEET FL(
COMPO:
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 EQU VALENT
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
CLCVF%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 WKS AREA CODE 9335 re s1cNAruasnNlnus REGIONAL ral
�:..JmwrNrF
ACCOUNT NUMBER 0107000 ENGINEER �i1ied VV1I �„�
PROJECT NUMBER 1626546 °TE sICNATUREIINnus MGR TECH Natural Gas GENERAL EPSC DETAILS
DRAWING BY JKC REC&STD STOKESDALE NC
CHECKED BY SBH DATE SIGNATUREIINIr' WKG PRINCIPAL COPYRIGHT 2014 PIEDMONT NATURAL GAS CORP. f
APPROVED BY WKG 09/21/2018 �U �G CORP. OFFICE 4720 CHARLOTTE, MONT 028210 W DRIVE RESOURCE CENTER REIDSVILLE
ENGINEER CHARLOTTE, NO 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

GENERAL SEEDING REQUIREMENTS FOR UPLAND AREAS
PERMANENT UPLAND SEEDING SPECIFICATIONS
501LAMEN OMENTS (TEMPORARY UPLAND SEEDING)
COVERPCOMPAN KOH CROPS
APPLICATION
PLICATION TYPE AND RATE
.LDUaUFCROWIU
[N MEDIUM
MULCHORFIE70BIEGAOWDI
SPECIES
LOCATION
SEW Mq
RPPLICATON RATE
OF MCI
MEDIUM(FGM APPLICATION
NOTES
FGM
APiL1CATION PATE
NOTES
GOOD GERMINATIDIt DIES OFF
EARLY FAIL OIL
RATE
IOIAVH PPBEYWE
PERENNIAL. RYE SPRING -
PFwNGTO" LAWNS SIGNATURE SERIES TALL
BIIICKEYW ARAN
7
GOOD GERMINATION, DIES OFF
APPLY MULCH BY ROVING. NETTING. OR A9RIALT
LAWNS F&SWETAL
I
33%REBELSCUE ffSCUE
BROADCAST, 203 LB&ACAE
PAODUC75"PROMATRI%
MULCH ALAI-RVACRE
TACKING AT 400 GA.L'ACRE. SEED AND SOIL
ODM PAERCMLNDLIFTRYLLI
ay05lEBEL
TALL FESCUE
DRILLETE 100 LREVACRE
[OPTIQNAAi
MIR,- LB$FACRE
AMENDMENTS WILL 8E BROADCAST PRNIi TO
MLA -CH
339E FDA TALL FESCUE
ESTS OR TA MI IMUNI
SOL TESTS OR ATA MINIMUM
II, WOKE
ELTMU5 CANAPOW5
APPLYWG FOM QR R MAL1LCH1,
2
CMAI4AECR57AFASOCVLATA
I4JIDOLBSSACREI
AND SOIL AMENDMENTS WELL BE
BROADCAST PRIOR TO APPLYING R11JLpl.
,APPLY ER AT
TIE 9PEEWED RATE.
USE SPECIFIED SEED MIX UNLESS LAID OINNEi1
2
MIDANSFLAnis
PURPLE TOP
PROFILE
ASC RCAC TUAEROSL
SPECIFICALY REDUCE IS A OfFEAER F HMO MOL
PAATIIIFS
PENNINGTGN�'MAEQ ISUP TALL FESGIE
nrc
BROADCAST: W �n
PRODUCDPTION OMA7RI%
MULE!k IOU= LNIACRE
APPLY LA LOI ITY ROLNO. N TTIMG, OR ASPHALT
SEED AND SOIL AMENDMENTS PURL BE
F@AWTHUS 144KfM1EL4NN
DRILLED125 LBS
(PnDHAl1
FGAR LDOO LBVACRE
TA=NGAT400GALTAC. SEEDANDSOF
AAkTRdiNrS WILL BE SAC ADO49T PRDA TO
48LOGMCAE
(LOBO LBS'AOREIOR
BROADCAST PRIOR TO AIKYNO
1
STAwwnRICHUM HLOSUM
APPLYING FOµ OR MACH -
1
GLW3117AUWAOAPI
TACRFFER.
MAINTENANCE
SLOPES x2514
ACTIVELY CULTIVATED FIELDS TYPICALLY DO NOT
CULTIVATED AGRUCATURAL
FOIA-PROSATRCK
SEED ANO SOIL, AMENDMENTS MA. BE
Re-FERE1UIER it OFFOWTH IS NOT FULLY ADMLFATE. RESIREO. RE41EWILIZE ANO WULCK
REQUIRE 8EED, MULCH, OR SOL. AMENDMENTS
F1E,03
NOT APPLXJ�
NOT APPLICABLE
NOT APPLIGAEILJ
NOTAPPLCANE
UNLESS SPECIFICALLY REOVESTPn BY LAND
OYMER SFiII AND SOL AMEHD6ENTEI WILL RE
RiSEiD(OVER SEED IF GROWTH IS NOT RBU ADEQUATE GROUND STAHRYATION SHALL A PERFORMED PEA TIME FPAANFS
OUTUNED IN GENUAL SEEDING SPECIFICATIONS
BMOADCAST PRIOR TO APPLYIN3 FCW.
CONTRACTORS MNP ATMA WDOuCD A•EASK
APPLY MACH BY MOVING. NETTING. OR ASPHALT
RFMAIHpFRpF Mg1V WITH! SLOPES
8095 AV 31 TALL FESCUE
10% RERENNAL RYLGR,ASS
BROADCAST-3001,89TAIXaE
PROFILE
PRODUCTS -FROMPLIRM
MULCT M1ODO [ByACRE
TACONG AT 400 UAGAC-SEED AND SOL
:TD%
596 RED C19VFR
DRILLER. 1001REL
(OPDONW
iGAt 7,0001ByACRE
AhlEDhEf�R$YIILL RE BRCI DCALST PRIOR TO
516 WMTE CIDYER
ARPLYINO F(BM [R MlCH
CONTRACTORS MIX (FLATTER WOODED AREA%
RELSAyNDEROFNff 225% ROPES
B0%0 31 TALL FESCUE
1011 SERENO 5$
BIRQILLEID VILEISSMCVE
FROIILL
PRODI✓MEQUIROMATROC
FYiF �WOIId&H.'B6
SEED AND SOIL AMENOMENTS WILL BE
a1D%RLR c2$%
RLER
OWU.F.111WI��!'g
BROADCAST TRUER TO APPLYIRG FGM.
5% WMrE ODVE0.
KNINNGYON• SUCKMASTER ISLOPI'S AND WOODED
APXAA
50%GREYSTUIE TALL FESCUE
vre OF ROW WITH SLOPES
1 S% MOHAWK BEPMK1M(CO1A TIXEMl7t)
i1R0RDOA.fT: BO[BSlRGAE
PRDOUCTPROFILE
S ERRA
FOR B.SOO LBEYACAE
3EEOAw SOILAAENDME'NTS WILL BE
x25%
IS%WRANACLOVFR
Is96 SAXMA A
DI IAFDK 40 OSIACRE
BROADCAST PRIOR TO APPLYING FGM.
SMALL GIWMS (WNFAT, OhBU RYE. GRAN. ECF.XOR TE1NPORARI`
9A -EAULI A-, AN. !Cr
STABIuxATIONI
GNOU7ID SFAIRAZATON MALL BE PERFORMED PER 'STABILIZATION TIME MMES' CHART OR AS OTHERWRE SPOOFlED FOR SAFETY REASONS
C RPEDME INSTALLATION REQUIRES WELDING, MULCH WILL NOT HE APPLIED N ANY AREA WHERE WELDING ACrfvMES ARE TO OCCUR ONCE WELDING A,CTNITIES MVE BEEN COMPLETED, MULCH SHALL BE NPP'LIEO TO SUDS MEAS.
SAIL AMEN DMENTS [PERMANENT UPLAND SEEDING) STABII57ATION TIME FRAMES (EFFECTIVE AM 3, 2011)
NOTE
AMR3OME TT APPLICATION RATE KLBSWACF19 9TE AREA DSWPfON STABILIZATION! TIMEFRAME ERCEPTONS
FOlOYAECONF]RDAi1CN9 OF, SON. TEST CftOWA AKIRICULTIIFWL lIME8TOHE 4,IKD PERIMETER DIKES "NALFS ORCHES T DAYS NONE
OR AT A MINIMUM APPLY LME AND F-ENTILIZER SUOPF5
ATTFEGPEV EDRATE 141410 FE TI UTFR 1,000 NADH OIARLTTT WATFTN QIaYJ 7ANE9 7 DAYS NONE
MAINTENANCE IF SLOPES ARE IG` OR LESS N LU&G AND
FE-PER'TLIIE IF GROWTH IS ROT FELLY ADEQUATE RESEED, FE -FERTILIZE A" MULCH IMMEDIATELY FOLLOWING EMlION OR SLOPES STEEPER THMI 911 7DAYS ARENOT RFEEPERTHM121, 14DAYSARE
AuOMD.
OTHEMICAUIGE.
Ir
ONINITION
C011TROLNG RUNOFF APD EAOSIOfI ON DISTURBED UPLAND AREAS BY ESFABUSMING
NSENNAL YEGETATNE COVER. DUE TO STEEP SLOPES PRESENT ON AHE PROJECT.A
FR➢MULK:ALLYAPPUED FLEXIBLE GROWTH MEDIUM IFGM1 WILL BE AEQUIRED TD ESTABLISH
PERMANENT IRGETATLN ON SLOPES RIM OTHER AREAS CAN BE SEEDED AND MULCHED
CONVENTIONALLY OR BY USLNG HYORAUUC SEEDING PROCEDURES.
TO REDUCE EROSION AND DECREASE SEDIMENT YIEL D FROM DISTURBED AREAS, AND TO
PERIAANFNRY STABILIZE 5UCH AREAS N A MANNER THAT 15 KONOMCAL, ADIPES TO SITE
CNDTTIONS AND ALLOWS SELECTION OFTHE MOST APPRuPXATE PLANT MATERMLS
FFlMW REQUIRFAIENTS
ESfABU M CN7IARON$IOIIID HOT RE ATTEMPTED ON SITES THAT ARE IINSURABIE
AMIE TO EXCESSLVE SOL COMPACTION, INAPPROPRIATE SO L TEC URE, POOL DRAINAGE,
CDNCENFRAI ED OVERLAND FLOW, OR SF LEPNLSS OF SLOPE UNTIL MEASURES HAYS BEEN
TAKEN TO CORRECT THESE PROBLEMS,
TO MAINTAIN A OOM STAND OF VEGIFTATION THE SOIL MUST MELT CERTAIN MINIM W
REOUIREEARM AS A GROWT14 MEDIUM THE EDITING SOL SHOULD HAYS THESE CRIrEMk-
• EIQUGH FNEQUONED USILT AND CLAD MATERAL TO MAINTAIN ADEQUATE MOISTURE
AND NUTHENT WMV FAVARABLE WATER CAPACTIY OF AT LEAST LS RICHES WATER TO 1
INOM OF SOIL
SUFDCIENT PORE SPACF TO PERMIT ROOTPENETRATION.
SUPWENT DEPTH Of SOL TO Pft"DE MI ADEQUATE ROCTi ZONE THE DK'N ro ROCK
OR IMPOUAEAELE LAYERS SUCH AS ALAWFAAIS SHOULD 31 12 INCHES OR MORE', DOM"
ON SLOPES STEEPER THAN 2.1 WHERE THE AW710N OE SOIL IS NOT TWIRL
A FAVORABLE PH RANGE FOR PLANT GROWTH, USUALLY &O -63.
• FREE FROM LARGE ROOT%BRAN04ES, STONE,& LARGE CIOOS OF PUREµ OR -TRASH OF
ANY KINO. CWDSAND STONES MAYBE IEFF ON SLOPES STEEPER THAN 31 FTHR ARE TO
ILL HYDRO MMEO.
IF ANYOF THFABOVECRTTEtlAARE NOT AOT I,E_IF OOSTUIG SOIL IS TOO [PULSE OEPLSL
SHALLOW OR ACIDIC TO FOSTER VEGETATION- SPECIAL AMENDARNTS ARE REQUIRED. THE
SOIL COCD(TONERS "SCRIBED BELOW MAY BE BEHEFOC1AL OP. PREFERABLY, TOPSOIL LAY BE
APKIEO.
S STALL PRESSAFTY NI
SUDALLMANDCOM ILECIG AVIV EROSION AND TO
FLAX PIIACitCE. SEfOPE
SEEDING, AND COMPLETE (5PALIRNG ACCORDING TO THE APPROVED FLAX
ALL OTHER AREAS WITH ELOPES
FIATfER THAN 4:t
LIMEAND FERRL®L NEEDS SHOULD N DEDJIMNED BY SOL TESTS DIAECTIONS SAMPLE
CARTONS, AND INFORFAATDM SHEEKAPF AVAIANE THROUGH LONrY AGRICULTURAL
EXTENSION OFFICES- TESTING IS. ALSO DONE BY COMMERICAL LABORATORPE&
WHEN WIL TESTS RFAATSAIE NOT AVAILABU� FOLLOW RATES SUGGESTED IN THE SEEDING
SPECIFICATIONS TABLES
APPLY UME AND FERTILIZER EVEI LYAND INCC4EPOPATE INTO TILE TOP4S IN0IE5 OF SOL BY
DSOFIG OR OTHER SUTTABLE MEANS, OPERATE MACHINERY ON THE CONTOUR WHEN USING
A MORO SEEDER APPLY ME AND FERTILIZER 10 A R'Dl1GH, LOOSE SURFACE
ROUGHEN SIBFAC PRIOR TOSEEONG-
COMPLUE SEEO LO PREPMATION BY BREAKING UP LARGE CLOOS AND WANG INTO A
SMOO'DU UNIFORM SUILFACE L5L0PE5 LES5THAN 3:1M FILL INOR LEVEL DVfUE55ONS7MAT
C ODI-IECTWATSR BROADCASTSIEEDINTOAPRESNLYIDOSENEDSEfDBEDTINTIWMT
BEEN SEALED BYRAINFAL
SEEDING
USF EFAhRFD SfFD FOR PERMANTNT SEEDING fYHENWVFR POSSIBLE.
LAMEl:NG OF NON PFTFD SEER IS ALSQ REQUIRED BY LAW. LABELS CONTAIN IMPORTANT
INFORMATION ON SEED PURITY, GERMINATION, AND PRESENCE OF wCOD SLEDS. SEEDS MUST
MEET STATE STANDARD' FOR CONTENT OF NpgpUS WEED& DONOTACCEPFSSED
4DNTAINBIGPAOKIL@IiW-NNOOIS HIED YID.
INOCULATE LEGUME SEED WITH THE RHIZOBIDM BACTERIA APPROPRIATE TO THE SPECIES OF
LEGUME
APPLY SEED UNIFORMLY WITH A CYCLONE StIDE%URW-TYPE SPREADER, 01 CLRTIPACKER
SEEDER OR WORD SEEDER DIY A FIRM. FRIABLE SEEDBED.
WHEN USING A DRILL OR LIILTIPACKER SEEDER, PLANT SIAALL OMAN. W MORE IMN 1 INCH
DEEP, GLASSES AND NGUMES NO MORE SHAH 1P21NM FWPNENT SHOULD BE CALIBRATED
N THE FIELD FDR THF DESIRED SffDING RATE
WITH U BROWDCAST-SEEONG METHODS. 911BOVRDE TH E AREA INH WORKABLE
SECTIONS AND DEDERMI NE THE AMOUNT OF SEED NEEDED FOA ETCH &WITON. AIRILY
ONE,KW THE SEED WHILE MOANG BACK AND FORM ACRDS5 THE ASIA MAKING UN !FORM
PATTERNS HIEN APPLY THE SECOND RAU IN THE SAME WAY, BUT MOVING AT NIGHT ANGLES
TO THE FIRST PASO
MACK ALL PLANTINGS IMMEDIATELY AFTER SEEDING WHEN USING ADRIL OR BROADCAST
SPREADER
—1. LF_UGTH
%MvOi NDXE,EIRCWTFORPER%IETi9WANDiIQW
ZITS.
HTOINA $FycIMB
SUPEACE ROUGHENBIG IS PARFINUWIT IMPORTANT WHEN HYDF MLLIC-MIT SEEDING, AS A
ROUGHENED SLOPE WILL REMICK SOME NATURAL COVERAGE FOR LME, FERTILIZER, FLUJILL
GROWTH MEDIUM tFGNO ANDSEW. THE SURFACE 5MIULO NOT BE COMPACTED OR SMOOTH.
FINE SEEDBED PREPARATION G NOT NECESSARY FOR HYDRAULIC SEWN% OPERATIONS SOR
CLODS, STONE; AND IRUMLAAFTIES PWADE CAVITIES N WHICH SEEDS CAN LODGE
RATE OF FGAR APPLICATION SHOULD VARY BY TYPE ALD SHOULD ADHERE M SEEDING
SPFCIFlGTIDM TABLE
IF A MACHINERY BREAADOWN OF 1/2707 HOURS OCCURS, ADD 60% MORE SEED TO THE
TLAK BASED ON THE PROPORTION Of THE SLURRY REMAKING THIS SHOULD COMPENSATE
FOR DAMAGE TO SEED. BEYOND 2 HOLIFLS, A FULL PATE OF NEW SEW MAY BE NECESSARY.
UME IS NOT NORMALLY APPLIED WITH A HKKUUUC SEEDER BECAUSE ITIS ABRAM IT CAN BE
BLOWN OR BROADCAST ONTO STF3P SLDPES IN DRY FKNUL
LBUNRl1ANCE
GENERALLY. A STAND OF VEGETATION CANINO] PE DETERMINED TON FULLY ESTABUSHED
UNTIL SOK CORIA HAS BFIFN MAINTAINED FOR ONE FUU. WAR FROM PLANTING. INSPECT
SEWED AREAS FOR FAILURE AEA MARE NKE55ARY REPAIRS MIT RCS EDINGiS WITHIN THE
SAME SEASON, IF POSSBILE
RESEEDING -#A STAND EUS INADEQUATE COVED, RE-EVALUATE CHOICE OF PLANT MATERIALS
AND QUANTITIES OF LME AND FERTII.QEFL R&ESTARLIAI THESTANO AFTFR 5EEDBW
PREPARAI3OI OR OVER- SEED THE STAND. CONSIDER SEEDING TEMPORARY. MtILAAL SPEOES
F THE TIME OF YEAR IS NOT APPROPRIATE FOR PODAMENT SEEDING.
F VEGETATION FAILS TO GROW. FULL MLIST BE TESTED TO EFFNER RINE IF ACIDIFY OR NUTRIEMT
MRIVANCE 6 RESPDNABLE
FERTIUMATION- ON THE TPICAL DISTURBED SRE FULL ESTABLISHMENT USUALLY REQUIRES
RE-FERTRIIATIpN IN THE WONG CAMPING SEASON. FIRE TURF RECILBRES ANNUAL
MAEYIEJ/I000E fERTILOAIDH USE SOIL TESTS IF PO6➢BLE OR FOLLOW ME WI]FLH6 GIVEN
FOR THE SPECIFIC SEDBK' MIXTURE
S®BNFSFRWUF IONS
5 E L S�1 AN AREAS TEMPORARY AND FER1MliEM 5FF0K1P 5PKIiFGTKM]S
SE WNN F OAN NOTE
SEEMNIS. BAR LOCATMA BASED ON PLAN VIEW& THESE LOCATIONS ARE GENERALIZED AND
FINAL SEEDING METHODSWALLBE APPROVED DE OWNER OR ONFSfFE ENVIRONMENTAL
INSPECTOR WRING CONSERUCGOI.
TEMPORARY UPLAND SEEDING SPECIFICATIONS
501LAMEN OMENTS (TEMPORARY UPLAND SEEDING)
COVERPCOMPAN KOH CROPS
OOMWN HAA!
APPLICATION TYPB ANO
MULCH,TAOKWEROR
SPECIES
NATE
A1IENDMENT
RPPLICATON RATE
LOCATION
BEER MI%
RATERMACRE]
FGM
APiL1CATION PATE
NOTES
GOOD GERMINATIDIt DIES OFF
EARLY FAIL OIL
¢FYACRIP
IOIAVH PPBEYWE
PERENNIAL. RYE SPRING -
YEAR& THEN DIES OUT.
BIIICKEYW ARAN
7
GOOD GERMINATION, DIES OFF
ITBCKLW R4A105E
FROM TOP MILLET 5PRINGSUMMM 211.501{
WFM FROST; DOE$ NOT
EASTERN GANAGPASS
5
TOIFRATFNKIWING
APPLY MI BY ROVING. NETTING. OR
FIXLOYVNECOMXEIDAMDNBOF
GROUND AGRICULTURAL
x(100
SLOPES .10%
ANNU k RYE CJADN
OLMACIRE
MLA -CH
ASTiIALT TAOUNG AT IOW QNfACNE. SEED
ESTS OR TA MI IMUNI
SOL TESTS OR ATA MINIMUM
II, WOKE
ELTMU5 CANAPOW5
CANADA LEAD RYE
2
CMAI4AECR57AFASOCVLATA
I4JIDOLBSSACREI
AND SOIL AMENDMENTS WELL BE
BROADCAST PRIOR TO APPLYING R11JLpl.
,APPLY ER AT
TIE 9PEEWED RATE.
IND4N BLANKET
2
MIDANSFLAnis
PURPLE TOP
1
ASC RCAC TUAEROSL
BLTITFRFLY WEED
10 -LOAD FERFILI7ER
750
WNERCAVEM
1
NMLVITENS AfV5U5TFfO0U5
TM_1(IFIER-PLAMfAGD
SEED AND SOIL AMENDMENTS PURL BE
F@AWTHUS 144KfM1EL4NN
MAIIMILWI'S SUNROWR
1
SLOPES .10%TO-25%
ANNUALRYEOPAN
48LOGMCAE
(LOBO LBS'AOREIOR
BROADCAST PRIOR TO AIKYNO
1
STAwwnRICHUM HLOSUM
HFATHERASTER
1
GLW3117AUWAOAPI
TACRFFER.
MAINTENANCE
SLOPES x2514
ANNLALMMEIRAIN
45 LOSACRE
FOIA-PROSATRCK
SEED ANO SOIL, AMENDMENTS MA. BE
Re-FERE1UIER it OFFOWTH IS NOT FULLY ADMLFATE. RESIREO. RE41EWILIZE ANO WULCK
APPUCATON OF SOIL AMEHOMENTS WDHN RIPARIAN AREAS SHALL BE CONDUCTED AT AGROPlCMC RATES ALO SMALL
COMPLY WTTH ALL QTIIER APALICAR.E FEDERAL STATE AND LOCAL ROGULA1lIXY5. SpLAMEHD6VR55NAlL BE APPIIW IN A
ARAN PIER THAT MINIMIZES CONTACT WITTE SURFACE WATER
11.500LUSACRE)
BROADCAST PRIOR TO APPLYING F13AL
IMLEOATELY FOLLOWING EROSION OR OTTER DAMAGE
DG MI'DO1f
CONTM U -M RUNOFF AND FROWN ON DRTIM DWAR "AREAS BY ERTAKISHING PENENNIAL VWETATNE WM W M NATIVE WARM SEEM
P11mom
TO
NfWCE EROSION) AND DECREASE SEDIRIENT YRICFRW DISILRBEO AREAS, AND TO PUFAMENILY SFABIUZE SUCHARFAS IN ANANNER THAT 6ECONOMIW,
ADAPTS TO SR E CONDITIONS. AND ALLOWS. SELECTION OF THE MOST APPROPRIATE PLANT MATERIALS
SUDN0 RiCU1RWENYs
O V M"TMN A GOOD STAND OF Imam VEGETATION THE SOIL MUST BE THE TOPSOIL THAT HAS BEEN STOCKPILED DURING THE GRADFNG AND EXCAVATION
DPERATI 7,iG TOP SOIL SHOULD ALSO HAVE THEME CRITERIA,
• ENOUGH FINE{.fWNEDXSRr ANO OAYU MATERIAL TO MAINTAIN ADEQUATE MOISTURE AND NUSRRHi SUPPLY(AVMuku wA1TA CAPACTY OF AT IEASTdS INCHES
WATER TO 1 INCH Of FOR).
suMKIENT PORE SRDi To FLAMM ROD PFNETRU-004-
• SUFFICIENT OEM OF SOIL TO PROVIDE AN AMMATE ROOT LONE THE DEPTH TO ROOK OR IMPERMEABLE LAYERS SUCH AS HARDPANS SHOVED BE $2 INCHES OR
MRL EFCFP! DIE SLOPES STEEPER MAN I1 WHOLE THE AOORION O SOR I5 NOT FEASIRIL
• A FAYCR4&f PH FLANGE FOR FLINT GROWTH, USUAIIY E0 -&L
•
FREE FRDM LARGE ROOTS SARNI SFOmEs, LARGE CLOGS OF EARTH, OR TRASH OF ANY RIND. O.00SAND STONES MAYBE LEFT ON SLOPES SIFfPFk THMAL 3.11F
THEY ARE TO N HYDRO MEIIED
• IF ANY OF THE AMA CRITERIA ARE NW MET • LE, IF DRYING SOIL IS TOO COARSE. NNS[ SKA0W OR ACIDIC TO POSTER VEGETATION- A ONE TIME APPLICATION
OF SPEOAL AMENDIMOVIS ARE AEOWED. HOWEVEI, FERTIUZER MUST NOT OCOIR WIEHN RV OF TO OF BANK OR COME N CONTACT HATH WATER RHE SOIL
COMMONERS DE5OURED BELOW MY A MENUIC AL OR PREFERAB<T, TOPSOIL MAY BE MPIEED
SEEM®PRIPAUATION
INSTALL NECESSARY 9105011 AND SF,DIM IENTAMOR CONED!, FRACTIOUS BEFORE SEEDING AND QDMPEE Z GRADING ACCORDING TO THE APPROVED PLAN.
ROUGHEN RIPARIAN SURFACES BY DISGNG, RAKING FIAARdA1NGG- OR OTHER SUITABLE METHODS PRIOR TO SEEDING,
SEEDNOTTHAT H EO PREPMATKINBY BREA%NGUP MAGE CLOGS ANO RN[IHG NIDASMOOI}� I/A IPIXiM SURFACE BAOAOfASf SEED RFIOA FR6FIL1' LOOSENED
SEEDBED TILAT ELAS EYOT BEEN SPU SrR BY RV NFALL
Mgpim
ED SEED FQRN4TTVE RIFARAN 5EMWN
LABELING OF NCM -CERTIFIED SEED IS ALSO PEOVIRCO BY LAW. LABELSCCNTRIN IMPORTANT INFORMATION ON SEED PURITY, GOMIFATION AND PRESENCE OF WOW
5EEDS SEEDS MUST MEET STATE STANDARDS FOR CONEFNT OF NOXIOUS WEEDS DO NO ACCEPT SEED ODNTANMG-PROHIBITED- NOXIOUS WEED SEED.
APPLY SEED UNIFORMLY BY HAND OR PERSONNEL EQUIPPED WITH A BROADCAST SPREADER
WHEN USING BROADCAST -SEEKING RYTHDDQ 9DBDMD-e ME AREA VK➢tl(ABIE SECTFOFG AND DETERMINE THE AMOUNT OF SEED NEEDED FOR EACH SECTION.
APPLY ONE-HALF THE SEED WIELL ROVING BACK AHO FORTH ACROSS THEAREA LAKING A UNIFORM PATFDDk THEN APPLY THE SECaID HALF IN ME SAME WAY, BUT
MOPING AT RIGHT ANGLES TO TH E FIRST FASS.
IRMHTBHAFICE
GOIERALLY, A STAND Of VEGETATION CAkNOFA DETERMINED TO BE SALY ESTABUS'ND UNTIL SOIL COYER HAS BEEN MANTAMED FOR ONE FULL YEAR FRDM KANTINIG
INSPECT SEEDED AREAS FOR FAILLRI[ AND MARE NECESSARY REPAIRS AND REM•ENNGS WFFHN THE SAME SEASON, IF POSSIBLE
RESEEDING --IF A STAND RAS INADEQUATE COM RE-EVALUATE CHOICE OF PLANT MATERIALS K-ESTATUSH THE STAND AFTER SHORED PREPARATION OR OYER, SEW
TIE STAND
SUDNNG SPBORCAIFONS
SEE TABLES FOR RIPARIAN AREAS SEEDING SPECIFICATION& THIS CUSTOMIZED SEEDING M•XTURE WAS DEVELOPED FORTIES PROUECT BY, AND 15 TO BE OBTAINED FROM;
MELLOW MARSH FAMAS tgl 7M-1204
OFF1
UNG RUNOFF AND EROSION ON OSTIIRMD WETLAN D AREAS BY LWABUSHNG PERENNIAL VHWTATIVE COVER WITH NATIVE WEfl: NO SEW..
TOREDU
AD REDUCE SITES DNpNF,AND SEDIMENTSELECTION
OFROM DDTOSTAARIASAND TOET PERMANENTLY STABILIZE SUCXAREAS NAMANNER THAT 6ELOlOMKAL
ADAPTS TO SITE CDNDTFIOIS AND AfLOW� SELTROk DF THE MOST APPROPRIATE iRSRIIT MATERIALS
¢WINEDRFQENIL04EIM
TO MAINTAIN A GOAD STAN D OF WETLAND VEGEFATIM THE $OIL MUST A THE TOPSOLL THAT HAS BEEN 5TOOIPILED DURING THE GRADING AND EXCAVATION
OPEEA�ANS MIS TOP SOIL SFK)uD ALSO SAVE THESE CRTIFAA:
• FREE FROM LkItGE ROOTS BRAH[HES. STONE& LARGE CLOPS OF EARTH. OLTRAWOFANY KIND
MADRmF ARATION
INSTALL N A�ANCIAl{TJEr IN WRIAND) MECHANICAL ER09ON AND MTMMENTA110N CONTROL PRACTICES BEFORE SENDING, AND RErIUM GRADES TD
ONGINAIS CONTOURS AS MUCH AS PRAC (CAKE.
ROUGHEN WETLAND 511RFACES MY EKSI 10A1314G HARROWING OR OTHER SINTABLE METHODS PRIOR TO SEEDING-
COMPLETE
TRIDINGCOMPLETE SEEDBED PALvARA110N BY BREAKING LFP LARGE CLODS AND RASING IN TO A SMOOTH, UNIFORM SURFACE BROADCAST SEED INTO A FRENAL LOOSENED
KHMER MAT HAS NOT BEEN SEALED BY RMNTALL
95ID111G
USE COM FIEO 5EW FOR NATIVE WFILMD SEEDING,
LAMEING OF 11DIY-CENTIRFD SFID IS ALSO RLQLARED BY LAIN. LABELS CONTAIN IMPORTANT NFORAATKYI ON SEED RIRM, GERMNATIDN, AND PUL%NCE OF WOOD
SEEDS, SEERS MUST MED STATE STANDARD' EOR CONTENT OF NGXO US WADS DO NO ACCEPT SEED CD NTMNING vROHINFEO- NOWLFS WEED SEER
APPLY SEED UNIFORMLY BY NAND OR PERSONNEL EQUIPPED WFM ABROADCASi SDREADER
WHEN USING BROADCAS7-5EECIING METHODS, SUBDIVIDE THE AREA INFO WORKABLE SECTIONS AND OFF ERMINE THE AMIDUNT OF SEED NEEDED FOR EACH SECTIO"
APPLY ONE-HALF THE FEW WHILE MOVING BIO, AND FORTH ACROSS THE AREA MAV WG A UNIFORM PATTERN, SIHµ MKY HIE 5LCGND HALF IN TIE SAME WAY, BUT
MOM AIR AT RIGOR ANGLES TO THE FRST MO.
CIO NOT APPLY MACK N WERANDS, DO MOT APPLY FERFK9M
IWNfBME1Ci
i'NPECTSO S1 }AND REAS ORiAILURE AND MAKE NECESSARY
NTERMN EPAInD TO AND
RUE1DINGIS DUNTIL ESAMESEAKOS SONBFFNSSIBLEAIHEDFOR ONE WLLYEA0.FROM iLA/R1IJGi
]NSPEC75ELOE0 AREAS FOR FAILURE AND MME NECE55ARY REPAJRS RNp RESEEOINGS AMTHIH THE SAME SEASON. IF pD551ML
RSEED -4 A STAND HAS MADFOUAIE COVER RE-EVALUATE CHOICE OF PIANO MATERIALS RE-ES7ARAH THE STAND AFTER SEEDIER PREPARATION OR OVER -SEED
THESrAND.
Ff>B)111IL ILPmFKAT1ONe
l�k S>iEfDlF16 SPECFNGiIONi RESCUE 6PRDHINTEO IN wE1fAN0 AAFAS
NATTVE RIPARIAN & WETLAND SEED
NATNC RIPARIAN ■YIYCTLAND $CLD
COVERPCOMPAN KOH CROPS
OOMWN HAA!
COVEILICCMPANION CROPS
NOTES
SPECIES
COMMON NAME SEASON MDL
NOTES
SFr.R1f CfBE1LE
CEREAL OR EARLY SPRING 30 LBLALRE
GROWS 34' TALL NIT NOTA
SPRUNG
WINTER RTE OR FML
STROEir ACOMPETIIOR
GOOD GERMINATIDIt DIES OFF
EARLY FAIL OIL
SHORTER M IAS75 ABOUT 2
IOIAVH PPBEYWE
PERENNIAL. RYE SPRING -
YEAR& THEN DIES OUT.
BIIICKEYW ARAN
7
GOOD GERMINATION, DIES OFF
ITBCKLW R4A105E
FROM TOP MILLET 5PRINGSUMMM 211.501{
WFM FROST; DOE$ NOT
EASTERN GANAGPASS
5
TOIFRATFNKIWING
OFF1
UNG RUNOFF AND EROSION ON OSTIIRMD WETLAN D AREAS BY LWABUSHNG PERENNIAL VHWTATIVE COVER WITH NATIVE WEfl: NO SEW..
TOREDU
AD REDUCE SITES DNpNF,AND SEDIMENTSELECTION
OFROM DDTOSTAARIASAND TOET PERMANENTLY STABILIZE SUCXAREAS NAMANNER THAT 6ELOlOMKAL
ADAPTS TO SITE CDNDTFIOIS AND AfLOW� SELTROk DF THE MOST APPROPRIATE iRSRIIT MATERIALS
¢WINEDRFQENIL04EIM
TO MAINTAIN A GOAD STAN D OF WETLAND VEGEFATIM THE $OIL MUST A THE TOPSOLL THAT HAS BEEN 5TOOIPILED DURING THE GRADING AND EXCAVATION
OPEEA�ANS MIS TOP SOIL SFK)uD ALSO SAVE THESE CRTIFAA:
• FREE FROM LkItGE ROOTS BRAH[HES. STONE& LARGE CLOPS OF EARTH. OLTRAWOFANY KIND
MADRmF ARATION
INSTALL N A�ANCIAl{TJEr IN WRIAND) MECHANICAL ER09ON AND MTMMENTA110N CONTROL PRACTICES BEFORE SENDING, AND RErIUM GRADES TD
ONGINAIS CONTOURS AS MUCH AS PRAC (CAKE.
ROUGHEN WETLAND 511RFACES MY EKSI 10A1314G HARROWING OR OTHER SINTABLE METHODS PRIOR TO SEEDING-
COMPLETE
TRIDINGCOMPLETE SEEDBED PALvARA110N BY BREAKING LFP LARGE CLODS AND RASING IN TO A SMOOTH, UNIFORM SURFACE BROADCAST SEED INTO A FRENAL LOOSENED
KHMER MAT HAS NOT BEEN SEALED BY RMNTALL
95ID111G
USE COM FIEO 5EW FOR NATIVE WFILMD SEEDING,
LAMEING OF 11DIY-CENTIRFD SFID IS ALSO RLQLARED BY LAIN. LABELS CONTAIN IMPORTANT NFORAATKYI ON SEED RIRM, GERMNATIDN, AND PUL%NCE OF WOOD
SEEDS, SEERS MUST MED STATE STANDARD' EOR CONTENT OF NGXO US WADS DO NO ACCEPT SEED CD NTMNING vROHINFEO- NOWLFS WEED SEER
APPLY SEED UNIFORMLY BY NAND OR PERSONNEL EQUIPPED WFM ABROADCASi SDREADER
WHEN USING BROADCAS7-5EECIING METHODS, SUBDIVIDE THE AREA INFO WORKABLE SECTIONS AND OFF ERMINE THE AMIDUNT OF SEED NEEDED FOR EACH SECTIO"
APPLY ONE-HALF THE FEW WHILE MOVING BIO, AND FORTH ACROSS THE AREA MAV WG A UNIFORM PATTERN, SIHµ MKY HIE 5LCGND HALF IN TIE SAME WAY, BUT
MOM AIR AT RIGOR ANGLES TO THE FRST MO.
CIO NOT APPLY MACK N WERANDS, DO MOT APPLY FERFK9M
IWNfBME1Ci
i'NPECTSO S1 }AND REAS ORiAILURE AND MAKE NECESSARY
NTERMN EPAInD TO AND
RUE1DINGIS DUNTIL ESAMESEAKOS SONBFFNSSIBLEAIHEDFOR ONE WLLYEA0.FROM iLA/R1IJGi
]NSPEC75ELOE0 AREAS FOR FAILURE AND MME NECE55ARY REPAJRS RNp RESEEOINGS AMTHIH THE SAME SEASON. IF pD551ML
RSEED -4 A STAND HAS MADFOUAIE COVER RE-EVALUATE CHOICE OF PIANO MATERIALS RE-ES7ARAH THE STAND AFTER SEEDIER PREPARATION OR OVER -SEED
THESrAND.
Ff>B)111IL ILPmFKAT1ONe
l�k S>iEfDlF16 SPECFNGiIONi RESCUE 6PRDHINTEO IN wE1fAN0 AAFAS
NATTVE RIPARIAN & WETLAND SEED
SEEMING MLYNPE
COVERPCOMPAN KOH CROPS
OOMWN HAA!
SPECIES COMMON NAME MASON MIX
NOTES
CEREAL OR EAALYSFRIHG �l> AACRF
SM.AlE CERFA�
GROWS 3J' TALL BUT IOTA
PANTTRRW OR FALL
5FRONGACOAEEDTOR-
ERRLYFALLOR
LOLR/AIPGNFAPYE PERENNw RIE msm
SIfORhR RYE; LASTS ABOR2
SPRUNG
YEARS THEN OFFS DIET.
AA'DRDIPOGGYV G>BPAROR
GOOD GERMINATIDIt DIES OFF
LWOCOA R4%VM BROWN TOP MILLET gwMG SIIAMEA 247076
WITH FROST; DOES NOT
L NCELEAt ONEOPAS
TOLERATE MOUSING.
NATIVE RIPARIAN SEEDING SPECIFICATIONS
SEEMING MLYNPE
epee=
OOMWN HAA!
PIRCINTAO!OP IFI
R1THP5 KkawK525
VIRGIMA WRD RYE
i5
AGMTIS PERENNANS
AUTUMN SENTWAR
11
PMUCUN VERGATLW
TAITCHSAASS
11
AA'DRDIPOGGYV G>BPAROR
BIG BUIFSTFII
7
CCWFOM LAAC3OLA FA
L NCELEAt ONEOPAS
7
MlruxnA ENRTA
BIIICKEYW ARAN
7
SORGHASTRGN WANT
LNQUNGA4M
S
1RXPSACT/H [L1C71LOLIE5
EASTERN GANAGPASS
5
SCHMACHYWUMSCDPARIUM
LITTLE NIKSTFAI
5
AINCUG EFFUAK
SOFT RUSH
4
ACHIUEAMRUPICUUM1
COMMON YARROW
3
BIDENSAFRSTOSA
BIDENS
3
ELTMU5 CANAPOW5
CANADA LEAD RYE
2
CMAI4AECR57AFASOCVLATA
PAATAIDGEPFA
2
GAMIAMM PUL au
IND4N BLANKET
2
MIDANSFLAnis
PURPLE TOP
1
ASC RCAC TUAEROSL
BLTITFRFLY WEED
T
ECMMACfA KwvpTA
WNERCAVEM
1
NMLVITENS AfV5U5TFfO0U5
SWAMP SUNFLOWER
E
F@AWTHUS 144KfM1EL4NN
MAIIMILWI'S SUNROWR
1
NOMWAR NNVCTATA
SPOTTED REERALM
T
SEMWA LIMCAFPA
VALDSEIRLA
1
STAwwnRICHUM HLOSUM
HFATHERASTER
1
VERBENA HASEATA
BLUEVERVAIN
1
1G7
NOTE, TH RECOMMENDED APPMCADON FATE FOR THE RTPAIUAII SEW MOmIRE ABOVE 620 UIS PER ACPL APPLY SEW
N OTIIKE TO DISTURBED UPI -AN D WPAAAN AREAS O TENDING 10 -FEU ILAN MAW..
I0LANENDMEMT11
APPUCATON OF SOIL AMEHOMENTS WDHN RIPARIAN AREAS SHALL BE CONDUCTED AT AGROPlCMC RATES ALO SMALL
COMPLY WTTH ALL QTIIER APALICAR.E FEDERAL STATE AND LOCAL ROGULA1lIXY5. SpLAMEHD6VR55NAlL BE APPIIW IN A
ARAN PIER THAT MINIMIZES CONTACT WITTE SURFACE WATER
RIULCM
MULON MAY BE APPLIED WITHIN RIPARIAN AREAS AS PER THE GlhI SEEDING SpEOFIGTN]N5. MULCH is ME To BE
APFV ED N WETLAND AREAL
BIARfrOLfANCE
RiSEiD(OVER SEED IF GROWTH IS NOT RBU ADEQUATE GROUND STAHRYATION SHALL A PERFORMED PEA TIME FPAANFS
OUTUNED IN GENUAL SEEDING SPECIFICATIONS
NATIVE V&-FIAND SEED SPEGIRGATIDFlS
SEEMING MLYNPE
SPECIES
COMMON t44ME
PERCENTAGE OF MTX
PANRCLIM N(GFDULRAV
REDTOPPANKGRASS
M
PAAYCEWAN�S
WAKED PANICGAASS
20
2LYA vu?GIlAIX
VIRGINA WILD RYE
16
ORLYLUAIM
WWD IsHALUMV) SEDGE
B
CANX4UPILAAR
HOP SEDC#
7
CARES5q{61A,9O5A
SQUARAMSEDGGE
5
IuHCUSEFFLMES
SOFT RUSH
3
SAfPAIRPf15 [DNMB,B
IIZAROSTAIL
2
Woft S CYPEAAVIPS
WDOLGRASS
2 ..
SUPATORRRH CO&ATMAN
MISfROWER
2
AIL+Fn6AAG7OS4
SHOWY TID(MED
2
NABRCUSA1tiS0AFI/FO5
CRIWM RC w"Low
2
3UPVCVS TEAANS
PAM RUSH
I
SGRAUSArRONAENS
GREEN BULRUSH
1
IIDPARDAR" HDYFB(VA[VJyS
NEWYQRIIRp--
1
InrE
09/21/2018
sIGHrBEINrI WKG
WAIIII
IW
NOTE THE RMOMMFNDEDAPPDCATILIN PATE MR THE WETLAND SEED MIXTURE ABOVE 620 TO 25-185 PER ACRE. APPLY
SEED MATURE TO DISTURBED WETu"O. OGEN04NG 174ED LANDWARD,
$pLAAAEMDMENRS
SOIL ANEHOABNTS ARE NOT TO BE APPLIED IN WEI AND ARE05.
MULGF
MULCH IS NOT TO A APPLIED IN WETLAND ARRAS.
MANTENANC€
—III SEEO IFLi 11I1 NOT FULLY ADEQUATE GROUND STABLALATION 5HALL BE PERFORMED PER IIM E -R 15
ORIIHED IN GUMILI SEEDING SPECIFICATIONS,
ENERGY LAND &
INFRASTRUCTURE, PLLC
NC LICENSE# P-1289
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
WILLIAM K. GUALTIERI
09/21/2015
NORTH CAROLINA
SEAL 023464
PROFESSIONAL ENG/ARCH STAMP
NO DATE
REVISION(S) DESCRIPTION BY
CHK
APED
DESCRIPTION
APPROVALS
Piedmont
Piedmont
�„�
Natural Gas
COPYRIGHT 2014 PIEDMONT NATURAL GAS CORP.
CORP. OFFICE 4720 PIEDMONT ROW DRIVE
CHARLOTTE, INC 28210
LINE 446 — B E L E W S CREEK PIPELINE
GENERAL EPSC DETAILS
STOKESDALE NC
1
RESOURCE CENTER REIDSVILLE
0 09121118
ISSUED FOR CONSTRUCTION JKC
CPD
WKG
AREA CODE
9335
re
slcHnruasnNinaLs
REGIONAL
ENGINEER
ACCOUNT NUMBER
PROJECT NUMBER
1626546
1626546
D E
SIGWSUREIwmn 5
MGR TECH
REC&STD
DRAWING BY
JKC
CHECKED BY
SBH
InrE
09/21/2018
sIGHrBEINrI WKG
WAIIII
PRINCIPAL
ENGINEER
APPROVED BY
WKG
PNG-G-446-0001008
SHEET 89 OF 90 DWG SCALE: AS SHOWN
DWG DATE 09/21/18 SUPERSEDED
DRAWING NUMBER REVISION
PNG- C - 446 - 0001090 0
PNG-DISCIPLINE-RESOURCE CENTER -NUMBER