Atlantic Coast Pipeline Project - Fayetteville Region - ^ACP SWG040096 General Permit Application Fayetteville 10-20-17_v1

Dominion Energy Services, Inc.
5000 Dominion Boulevard
Glen Allen, VA 23060
,.minionEnergy.corn
October 17, 2017
N.C. Division of Water Quality (DWQ)
Fayetteville Regional Office
225 Green Street
Systel Building Suite 714
Fayetteville, NC 28301-5043
Attention: Robert Patterson
Dominion
Energyg
Reference: State Storm titer Notice of Intent (NOI)
SWG040000 - General Permit to Construct a Linear Utility Line and Associated
Incidental Built -Upon Area (SWG04)
Atlantic Coast Pipeline
Fayetteville Region
North Carolina
Mr. Patterson:
Dominion Energy Transmission Inc. (DETI) on behalf of Atlantic Coast Pipeline,
LLC is submitting the enclosed SWG04 General Stormwater Management Permit
package for the built -upon areas of the Atlantic Coast Pipeline project within the
Fayetteville Region. The work is being completed in association with Atlantic Coast
Pipeline, LLC's October 13, 2017 Certificate of Public Convenience and Necessity
from the Federal Energy Regulatory Commission (FERC) to construct and operate
the Atlantic Coast Pipeline (ACP). DETI is seeking a General Permit from the
DWQ.
The proposed ACP is an interstate natural gas transmission pipeline that would
serve multiple public utilities and their growing energy needs in Virginia and North
Carolina. Atlantic Coast Pipeline LLC, a company formed by four major, regionally
based energy companies: Dominion, Duke Energy, Piedmont Natural Gas and
Southern Company Gas, will develop, construct and operate the Atlantic Coast
Pipeline.
The built -upon area in the DWQ Fayetteville Region stormwater jurisdiction is
approximately 29.1 acres and approximately 2.9% of the total project area within the
Fayetteville Region. This application is directed towards construction activities that
will result in permanent facilities that will be located in areas subject to North
Carolina's post -construction stormwater permitting requirements. DETI has
separately submitted Erosion and Sediment Control Plans, for approval, and sought

Dominion Energy Services, tno.
6000 Dominion Boulevard
Gk!n Allen, VA 23060
DonrinionEnergy.corn
OEM:
Dominlop
Energy -
coverage under North Carolina's NPDES general permit for construction
stormwater discharges associated with the Atlantic Coast Pipeline. The permanent
facilities include two valve sites, five permanent access roads, and one contractor
yard in Cumberland County. Only existing roads to receive additional built -upon
area and permanent/ temporary facilities increasing built -upon area within the State
stormwater program area are included with this application. A site, plan showing
the location and proposed erosion and sediment control best management practices
are included with this package. Upon completion of pipeline construction, the valve
sites and access roads will remain in place and the right-of-way will be restored to
the pre -construction conditions. The contractor yard is a temporary facility and
-upon completion of pipeline construction, the site will be restored to pre -
construction conditions.
If you should have any questions or require additional information concerning this
letter or attachments, please contact Robert Hare – Manager, Environmental –
Atlantic Coast Pipeline, Dominion Energy Services, Inc. at 804-314-2832 at your
convenience or via e-mail at robetrt.l.-),.Ii—�ire(a-)doi,ninmoire iieEgy.coni
Sincerely,
Leslie Hartz
Vice President – Pipeline Construction
Dominion Energy Transmission Inc.
Attachment 1: SWG04 – General Permit Application and Fees
Attachment 2: Figure 1– USGS, Project Overview Map
Attachment 3: Figure 2 – USGS Regional Overview Map
Attachment 4: Site Plan
cc: Robert Hare – Dominion Energy Services, Inc.
Scott Robinson – ERM
Tiffini Smith - ERM

Attachment 1
SWG04 - General Permit Application
and Fees

N.C. DIVISION OF WATER QUALITY
I Check # | Amount |
ed to
State Stormwater Management Application Notice of Intent for coverage under the General Stormwater Management
Permit toconstruct aud|hy line and incidental built -upon area 8agnCi@ted with 8 linear utility project including water,
sewer, gas, telephone, and electric.
For the construction, operation and maintenance of incidental impervious areas associated with the construction of a
linear utility line. Incidental built -upon area 8SSOCi8[8d with the uU|hv project includes Sm8U. single pump stations,
access roads which minimize their built -upon area, concrete pads, manhole covers, etc.
/P|88Se print 0rtype)
1. Mailing address of owner/developer: (The address to which all permit correspondence will be mailed.)
Name Atlantic Coast Pipeline, LLC c/o, Dominion Energy Transmission I
Street Address /V/ East Main Street
City Richmond State VA ZIP Code 23219
Telephone No. Fax
2. Proposed Project Information:
Project Name Atlantic Coast Pipeline P
Street Address
S��Adt��hDlBDt 1 Table 1
nfihePn�eut '
City State ZIP Code
—County
Contact Person Leslie Hartz - VP Pipeline Construction
Mailing Address 707 East Main Street
City K|Ch0oDU State VA ZIP Code 23219
Telephone No. [phone] Fax
3. Physical Location Information:
Please provide the street address of the project and describe how to get to the project, using street names,
state road numbers, and the distance and direction from the nearest major intersection:
Gee Attachment 1 Tab|e 1
4. What is the name of the receiving stream? . See Attachment 1,Table 1
5. River Basin S88 Attachment 1 Tab|8 1 Receiving Stream Classification See Attachment 1,TGb|e 1
G' This Certificate ofCoverage is being submitted as a result of:
ZI New orproposed project F-1 Modification to an existing project
Existing COC or Permit Number:
Date project is scheduled to begin construction November 2017
7. VVhm1 iathe total project area above mean high water? 44,329,244 Az
8. What iethe total amount ofbuilt-upon area proposed ntthis site? 1.285'418 Kz

9. What type of utility project will be constructed?
❑ Water ❑ Sewer ® Gas ❑ Telephone ❑ Electric ❑ Other
10. Has the built -upon area been minimized to the extent practicable?
11. Is the runoff from the built -upon area outside the vegetative buffer directed away from surface waters, to the
extent practicable?
12. Is the project within 575' of the Mean High Water line of class ORW waters?
❑ YES (Please show the 575' AEC line on plans) ❑ NO
(If yes, total built -upon area must be less than or equal to 25% of the total project area within the AEC above mean high water.)
13. Are there any wetlands on the site? ® YES (please delineate on the plans) ❑ NO
Name and affiliation of person making this determination: ERM
14. Please list all Best Management Practices employed at this site:
The total built -upon area within the NCDEQ stormwater jurisdiction in the Fayetteville region is
2.9% of the total project area. With the exception of the built -upon area, all workspace will be
restored to re -conditions to the extent eracticable. Structural stormwater management BMPs
ar❑ not OEM Ize ue to tne Built -upon area representing on y a sma percen age OT impervious
15. Certification: area relative to the overall project footprint in the Fayetteville region.
North Carolina General Statute 143-215.613 (i) provides that:
Any person who knowingly makes any false statement, representation, or certification in any application, record, report, plan,
or other document filed or required to be maintained under this Article or a rule implementing this Article; or who knowingly
makes a false statement of a material fact in a rulemaking proceeding or contested case under this Article; or who falsifies,
tampers with, or knowingly renders inaccurate any recording or monitoring device or method required to be operated or
maintained under this Article or rules of the Commission implementing this Article shall be guilty of a Class 2 misdemeanor
which may include a fine not to exceed $10,000. (18 U.S.C. Section 1001 provides a punishment by a fine of not more than
$10,000 or imprisonment of not more than 5 years, or both, for a similar offense.)
I hereby request coverage under the referenced General Permit. I understand that coverage under this permit will
constitute the permit requirement for the project and is enforceable in the same manner as an individual permit.
I certify that I am familiar with the information contained in the application and that to the best of my knowledge and
belief such information is true, complete, and accurate.
Printed name o P
Irson n g ❑a��
Title: ' �
`
A
a°" r..µ•
U
w ,K
(Signature p,.,
filature ofA Applicant) � �� ���������
St' (Date signed)
A check or money order must accompany this Notice of Intent for $505.00, made payable to: NCDENR.
Your application will be returned unprocessed unless all of the following items are submitted:
❑ This completed form
❑ Two sets of site and grading plans
❑ A check for $505.00
❑ A USGS map with the project clearly located on it.
Mail the entire package to: NCDENR Division of Water Quality
Surface Water Protection Section — Stormwater
at the Appropriate Contact Address (see the following page)
Note: The submission of this document does not guarantee the issuance of a Certificate of Coverage under the
General Permit.
SWU-1 16-17FEB201 0 Page 2 of 3

For questions, please contact the DWQ Central Office or Regional Office for your area.
DWQ Regional Office Contact Information:
SWU-116-17FEB2010 Page 3 of 3

Table 1- Summary of Built -Upon Area (NOI Item Nos. 2, 3, 4 and 5)
12)575 ft Within MHW of ORW
County
Facility
MP
4) Proposed Project Information
3) Physical Location Information
4) Receiving Stream
5) River Basin
5) Stream Classification
8) Built -Upon Area (BUA)
Waters?
Valve Site 30 is located in Godwin, NC approximately 5.6 miles
from exit 65 on 1-95. From 1-95, take exit 65 toward Godwin (NC-
82)/Falmm/Childrens Home. Make a left on Godwin -Falcon Rd
Parcel: 1513-16-5020-
(NC -82). Continue on Main St (NC -82). Turn right on Dunn Rd (US
Cumberland
Valve Site 30
123
Owner: Weeks Farms, Inc.
301). Turn right on Rhodess Pond Rd. After approximately 1.3
Mingo Swamp
Cape Fear
C; Sw
0.06
No
miles, turn right on to ACP Access Road 22 -002 -AR 1. Valve Site
30 is located approximately 0.62 miles at the end of ACP Access
Road 22 -002 -AR 1.
Valve Site 31 is located in Fayetteville, NC approximately 2.7
miles from exit 58 on 1-95. From 1-95, take exit 58 to US -13
N/Goldsboro toward Newton Grove (1-295)/Kingston (US-
Cumberland
Valve Site 31
136.6
Parcel 0489-17-5882-
:
Owner: Sammy F. Warren
401)/Methodist Univ/Fayetteville State University. Turn right on
Big Creek
Cape Fear
WS -IV
0.06
No
Address: 4656 Goldsboro Rd
Goldsboro Rd (US -13 N). After approximately 1.5 miles, turn
right on to ACP Access Road 22-085-A029.AR1. Valve Site 31 is
located approximately 0.66 miles at the end of ACP Access Road
22 -085 -A029 -ARI.
Access Road 22 -002 -AR 1 is located in Godwin, NC
approximately 4.8 miles from exit 65 on 1-95. From 1-95, take exit
65 toward Godwin (NC-82)/Falmm/Childrens Home. Make a left
Cumberland
22 -002 -AR 1
123
Parcel: 1513-16-5020-
on Godwin -Falcon Rd (NC -82). Continue on Main St (NC -82).
Mingo Swamp
Cape Fear
C; Sw
1.20
No
Owner: Weeks Farms, Inc.
Turn right on Dunn Rd (US -301). Turn right on Rhodess Pond Rd.
After approximately 1.3 miles, ACP Access Road 22 -002 -AR 1 is
located on the right.
Access Road 22 -050 -AR 2 is located in Wade, NC approximately
3.4 miles from exit 61 on 1-95. From 1-95, take exit 61 Wade.
Parcel: -
Turn left on Wade -Stedman Rd. Make a right on Main St (US
2
129
David Marsh
Owner: David Marshall III &Nancy H. Williams
Cape22-050-AR
Cape Fear River
Cape Fear
WS -IV
0.91
No
Address: 8685 Dunn Rd
301). Continue on Dunn Rd (US -301). Bear left of Sisk Culbreath
Rd. After approximately 1.24 miles, ACP Access Road 22 -050 -AR
2 is located on the right.
Access Road 22-085-AO29-ARI is located in Wade, NC
approximately 2.2 miles from exit 58 on 1-95. From 1-95, take exit
Parcel: -
58to US -13 N/Goldsboro toward Newton Grove (1-295)/Kingston
Cumberland
22-085-A029-ARl
136.6
Owner: Sammy F. Warren
Sammy F. W
(US-401)/Methodist Univ/Fayetteville State University. Turn
Big Creek
Cape Fear
C; Sw
1.28
No
Address: 4656 Goldsboro Rd
right on Goldsboro Rd (US -13 N). After approximately 1.6 miles,
ACP Access Road 22-085-A029.AR1 is located on the right.
Access Road 22-085-AO32-ARI is located in Wade, NC
approximately 3.5 miles from exit 58 on 1-95. From 1-95, take exit
Parcel: 0489-14-6517-
58to US -13 N/Goldsboro toward Newton Grove (1-295)/Kingston
Cumberland
22-085-AO32-ARI
137.1
Owner: Southern Diversified Timber, LLC C/O
(US-401)/Methodist Univ/Fayetteville State University. Turn
Big Creek
Cape Fear
C; Sw
3.12
No
Campbell Global
right on Goldsboro Rd (US -13 N). Turn right on Hayfield Rd. After
approximately 0.58 miles, ACP Access Road 22-085-A032.AR1 is
located on the right.
Contractor Yard CY SPR10-A os loacted in Fayetteville, NC
Parcel: 0457-51-1976-
approximately 1.8 miles from exit 52 on 1-95. From 1-95, take exit
Cumberland
CY10-A
NA
Owner: Martha L& Kathy Nell Hair Radcliff
52B-Ato NC -24 toward Fayetteville/Clinton. At exit 52B, head
Locks Creek
Cape Fear
C
21.20
No
Address: 2808 Downing RD
towards Fayetteville/Fort Bragg/Pope AAF. Continue on NC -24
W. Turn left on Downing Rd. CY SPR10-A is located on the left.

Table 1- Summary of Built -Upon Area (NOI Item Nos. 2, 3, 4 and 5)
County
Facility
MP
4) Proposed Project Information
3) Physical Location Information
4) Receiving Stream
5) River Basin
5) Stream Classification
8) Built -Upon Area (BUA)
12)575 ft Within MHW of ORW
Waters?
Parcel 0475 -65 -7320 -
Owner: Cecil F. Bullard, Jr. & Betty S. Bullard
Access Road 22-085-AO74-ARI is located in Fayetteville, NC
Address: 0 Macedonia Church Rd
approximately 6.1 miles from exit 49 on 1-95. From 1-95, take exit
49 to NC-53/NC-210 toward Fayetteville. Turn left on NC -210
Cumberland
22-085-AO74-ARI
143.7
Parcel: 0475-66-8570-
(Cedar Creek Rd) toward Elizabethtown. Turn left on Cedar
Sandy Creek
Cape Fear
C; Sw
1.22
No
Owner: Cecil F. Bullard, Jr.
Creek Rd to stay on NC -210. Turn left on Macedonia Church Rd.
After approximately 0.8 miles, ACP Access Road 22 -085 -
Parcel: 0475-75-4405-
A074.AR1 is located on the right.
Owner: Virginia Greene
Total BUA= 29.05

Attachment 2
Figure 1 - USGS Project Overview Map

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Attachment 3
Figure 2 — USGS Regional Overview
Map

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Attachment 4
Site Plan

Fayetteville Region
Plan Sheet Index
County
Facility
Plan Sheet Number
MP
Cumberland
Valve Site 30
Sheet 130
123
Cumberland
22 -002 -AR 1
Sheet 130; Sheet AR -112 Detail 23
123
Cumberland
22 -050 -AR 2
Sheet 135; Sheet AR -112 Detail 24
129
Cumberland
Valve Site 31
Sheet 143
136.6
Cumberland
22-085-A029-AR1
Sheet 143; Sheet AR -114 Detail 27
136.6
Cumberland
22-085-A032-AR1
Sheet 144; Sheet AR -114 Detail 27
137.1
Cumberland
22-085-A074-AR1
Sheet 151; Sheet AR -115 Detail 30
143.7
Cumberland
CY10-A
Contractor Yard Aerial Overview (2 of 7)
Contractor Yard ESCP (3 of 7)
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4198 COX ROAD
SUITE 114
GLEN ALLEN, VA 23060
804-270-9357
N.C. COL F-0269
PERMANENT WATERBAR/SLOPE BREAKER
LOD
LIMIT OF DISTURBANCE
1.
COORDINATE SYSTEM USED FOR MAPPING AND TOPOGRAPHY- UTM WITH NAD83 DATUM, ZONE 17, US SURVEY FOOT, CENTRAL MERIDIAN 81'W.
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CONTOURS AND TOPOGRAPHIC FEATURES WERE DERIVED FROM LIDAR DATA AND GPS SUB -METER GROUND SURVEY PERFORMED BY GAI CONSULTANTS, INC FROM 11-03-2014 THRU 11-07-2014.
IMAGERY TAKEN FROM GOOGLE EARTH.
THE PROPERTY LINES SHOWN ARE BASED ON GIS 8 TAX ASSESSMENT RECORDS (PROVIDED BY OTHERS). GAI CONSULTANTS MAKE NO GUARANTEE EITHER EXPRESSED OR IMPLIED AS TO THE
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ACCURACY OF THE RECORDS AS SHOWN ON THESE DRAWINGS.
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EROSION AND SEDIMENTATION CONTROL ELEMENTS MAY BE SHOWN OUTSIDE OF THE WORK AREAS FOR CLARITY ONLY. ACTUAL INSTALLATION SHALL BE WITHIN THE WORK AREAS.
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SILT FENCOE AND FINING HTOERNSOCK IS OSHALL BEPE INSTALLEDPARALLEL TO CONTOUR TO EXTENT PRACTICABLE IN ACCORDANCE WITH STANDARD DETAIL
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DRAINAGE; DRAINAGE FEATURES WILL BE PROVIDED FOR ROADS IN CATEGORIES 3 AND 4.
*ERM IS SOLELY RESPONSIBLE FOR THE NATURE AND LOCATION OF THE DEPICTED BMPS AS OF THE DATE SIGNED AND SEALED BASED ON THE SOURCE DATA PROVIDED AND AS DESCRIBED IN THE
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11.
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WATERBAR CONFIGURATION IS DEPICTED IN PLAN VIEW BASED ON INFORMATION CURRENTLY AVAILABLE. WATERBAR CONFIGURATION MAY BE FIELD ADJUSTED AS NEEDED BASED ON CONDITIONS
OBSERVED AT THE TIME OF CONSTRUCTION. THE CONFIGURATION DEPICTED IN PLAN VIEW APPLIES TO BOTH TEMPORARY AND PERMANENT WATERBARS, AS APPROPRIATE.
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IMAGERY TAKEN FROM GOOGLE EARTH.
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SUITE 114
GLEN ALLEN, VA 23060
804-270-9357
N.C. COL #F-0269
THIS DRAWING WAS PRODUCED WITH COMPUTER AIDED DRAFTING TECHNOLOGY AND IS SUPPORTED BY ELECTRONIC DRAWING FILES. DO NOT REVISE THIS DRAWING VIA MANUAL DRAFTING METHODS.
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THIS DRAWING WAS PRODUCED WITH COMPUTER AIDED DRAFTING TECHNOLOGY AND IS SUPPORTED BY ELECTRONIC DRAWING FILES. DO NOT REVISE THIS DRAWING VIA MANUAL DRAFTING METHODS.

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4198 COX ROAD
SUITE 114
GLEN ALLEN, VA 23060
804-270-9357
N.C. COL #F-0269
NOTES:
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4198 COX ROAD
SUITE 114
GLEN ALLEN, VA 23060
804-270-9357
N.C. COL #F-0269
THIS DRAWING WAS PRODUCED WITH COMPUTER AIDED DRAFTING TECHNOLOGY AND IS SUPPORTED BY ELECTRONIC DRAWING FILES. DO NOT REVISE THIS DRAWING VIA MANUAL DRAFTING METHODS.
NOTES:
LOD
LIMIT OF DISTURBANCE
1.
COORDINATE SYSTEM USED FOR MAPPING AND TOPOGRAPHY - UTM WITH NAD83 DATUM, ZONE 17, US SURVEY FOOT, CENTRAL MERIDIAN 81'W.
BELTED SILT RETENTION
2•
CONTOURS AND TOPOGRAPHIC FEATURES WERE DERIVED FROM LIDAR DATA AND GPS SUB -METER GROUND SURVEY PERFORMED BY GAI CONSULTANTS, INC FROM 11-03-2014 THRU 11-07-2014.
FENCE BSRF
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3.
IMAGERY TAKEN FROM GOOGLE EARTH.
4.
THE PROPERTY LINES SHOWN ARE BASED ON GIS 8 TAX ASSESSMENT RECORDS (PROVIDED BY OTHERS). GAI CONSULTANTS MAKE NO GUARANTEE EITHER EXPRESSED OR IMPLIED AS TO THE
1
COIR LOGACCURACY
OF THE RECORDS AS SHOWN ON THESE DRAWINGS.
5.
6.
STREAM AND WETLAND DATA SHOWN ON THE DRAWINGS WAS PROVIDED BY ERM.
EROSION AND SEDIMENTATION CONTROL ELEMENTS MAY BE SHOWN OUTSIDE OF THE WORK AREAS FOR CLARITY ONLY. ACTUAL INSTALLATION SHALL BE WITHIN THE WORK AREAS.
PROJECT NO./DASH NO.
1
COMPOST FILTER SOCK
7.
ALL STATIONING SLOPE IS
140468
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ORANGE SAFETY FENCE
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TT RSOCKSHALL BEINSTALLEDPARALLEL TO CONTOUR TO EXTENT PRACTICABLE IN ACCORDANCE WITH STANDARD DETAIL
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9•
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AND 4) NEW ROADS. APPROPRIATE EROSION AND SEDIMENT CONTROLS WILL BE PROVIDED FOR ROADS IN CATEGORIES 2,3 AND 4. ROADS IN CATEGORIES 1 AND 2 HAVE ADEQUATE EXISTING
TASK NO.
SUB TASK NO.
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DRAINAGE; DRAINAGE FEATURES WILL BE PROVIDED FOR ROADS IN CATEGORIES 3 AND 4.
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NOTES SECTION OF THE INDEX SHEET OF THIS PLAN SET.
11.
WATERBAR CONFIGURATION IS DEPICTED IN PLAN VIEW BASED ON INFORMATION CURRENTLY AVAILABLE. WATERBAR CONFIGURATION MAY BE FIELD ADJUSTED AS NEEDED BASED ON CONDITIONS
GROUP I D
DRAWING NO.
SURFACE WATER FLOW WITHIN ROW
OBSERVED AT THE TIME OF CONSTRUCTION. THE CONFIGURATION DEPICTED IN PLAN VIEW APPLIES TO BOTH TEMPORARY AND PERMANENT WATERBARS, AS APPROPRIATE.
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WATERBAR OUTLET (PLAN VIEW)
WATERBAR (PLAN VIEW)
AR -112
THIS DRAWING WAS PRODUCED WITH COMPUTER AIDED DRAFTING TECHNOLOGY AND IS SUPPORTED BY ELECTRONIC DRAWING FILES. DO NOT REVISE THIS DRAWING VIA MANUAL DRAFTING METHODS.

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4198 COX ROAD
SUITE 114
GLEN ALLEN, VA 23060
804-270-9357
N.C. COL #F-0269
THIS DRAWING WAS PRODUCED WITH COMPUTER AIDED DRAFTING TECHNOLOGY AND IS SUPPORTED BY ELECTRONIC DRAWING FILES. DO NOT REVISE THIS DRAWING VIA MANUAL DRAFTING METHODS.
NOTES:
LOD
LIMIT OF DISTURBANCE
1.
COORDINATE SYSTEM USED FOR MAPPING AND TOPOGRAPHY - UTM WITH NAD83 DATUM, ZONE 17, US SURVEY FOOT, CENTRAL MERIDIAN 81'W.
BELTED SILT RETENTION
2•
CONTOURS AND TOPOGRAPHIC FEATURES WERE DERIVED FROM LIDAR DATA AND GPS SUB -METER GROUND SURVEY PERFORMED BY GAI CONSULTANTS, INC FROM 11-03-2014 THRU 11-07-2014.
FENCE BSRF
( )
3.
IMAGERY TAKEN FROM GOOGLE EARTH.
4.
THE PROPERTY LINES SHOWN ARE BASED ON GIS 8 TAX ASSESSMENT RECORDS (PROVIDED BY OTHERS). GAI CONSULTANTS MAKE NO GUARANTEE EITHER EXPRESSED OR IMPLIED AS TO THE
1
COIR LOGACCURACY
OF THE RECORDS AS SHOWN ON THESE DRAWINGS.
5.
6.
STREAM AND WETLAND DATA SHOWN ON THE DRAWINGS WAS PROVIDED BY ERM.
EROSION AND SEDIMENTATION CONTROL ELEMENTS MAY BE SHOWN OUTSIDE OF THE WORK AREAS FOR CLARITY ONLY. ACTUAL INSTALLATION SHALL BE WITHIN THE WORK AREAS.
PROJECT NO./DASH NO.
1
COMPOST FILTER SOCK
7.
ALL STATIONING SLOPE IS
140468
ORANGE SAFETY FENCE
8.
SILT FENCE AND FILTER
TT RSOCKSHALL BEINSTALLEDPARALLEL TO CONTOUR TO EXTENT PRACTICABLE IN ACCORDANCE WITH STANDARD DETAIL
ROADSIDE DITCH
9•
ACCESS ROADS HAVE BEEN GROUPED INTO FOUR CATEGORIES - 1) EXISTING ROADS NO IMPROVEMENTS, 2) EXISTING ROADS MINOR IMPROVEMENTS, 3) EXISTING ROADS MAJOR IMPROVEMENTS
AND 4) NEW ROADS. APPROPRIATE EROSION AND SEDIMENT CONTROLS WILL BE PROVIDED FOR ROADS IN CATEGORIES 2,3 AND 4. ROADS IN CATEGORIES 1 AND 2 HAVE ADEQUATE EXISTING
TASK NO.
SUB TASK NO.
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11.
WATERBAR CONFIGURATION IS DEPICTED IN PLAN VIEW BASED ON INFORMATION CURRENTLY AVAILABLE. WATERBAR CONFIGURATION MAY BE FIELD ADJUSTED AS NEEDED BASED ON CONDITIONS
GROUP I D
DRAWING NO.
SURFACE WATER FLOW WITHIN ROW
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WATERBAR OUTLET (PLAN VIEW)
WATERBAR (PLAN VIEW)
AR -114
THIS DRAWING WAS PRODUCED WITH COMPUTER AIDED DRAFTING TECHNOLOGY AND IS SUPPORTED BY ELECTRONIC DRAWING FILES. DO NOT REVISE THIS DRAWING VIA MANUAL DRAFTING METHODS.

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ACCESS ROAD
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LEGEND
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ACCESS ROAD
DETAIL 30
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PROPOSED GAS PIPELINE PROPOSED GAS PIPELINE (NO GROUND SURVEY) E&S CONTROL DESIGN COMPLETED BY ERM (SEE NOTE 12).
SCALE: 1 " = 200'
200' 0 200' 400'
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SUITE 114
GLEN ALLEN, VA 23060
804-270-9357
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DATE: 08/04/17
DRAWN: GPT
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4198 COX ROAD
SUITE 114
GLEN ALLEN, VA 23060
804-270-9357
N.C. COL #F-0269
THIS DRAWING WAS PRODUCED WITH COMPUTER AIDED DRAFTING TECHNOLOGY AND IS SUPPORTED BY ELECTRONIC DRAWING FILES. DO NOT REVISE THIS DRAWING VIA MANUAL DRAFTING METHODS.
NOTES:
LOD
LIMIT OF DISTURBANCE
1.
COORDINATE SYSTEM USED FOR MAPPING AND TOPOGRAPHY - UTM WITH NAD83 DATUM, ZONE 17, US SURVEY FOOT, CENTRAL MERIDIAN 81'W.
BELTED SILT RETENTION
2•
CONTOURS AND TOPOGRAPHIC FEATURES WERE DERIVED FROM LIDAR DATA AND GPS SUB -METER GROUND SURVEY PERFORMED BY GAI CONSULTANTS, INC FROM 11-03-2014 THRU 11-07-2014.
FENCE BSRF
( )
3.
IMAGERY TAKEN FROM GOOGLE EARTH.
4.
THE PROPERTY LINES SHOWN ARE BASED ON GIS 8 TAX ASSESSMENT RECORDS (PROVIDED BY OTHERS). GAI CONSULTANTS MAKE NO GUARANTEE EITHER EXPRESSED OR IMPLIED AS TO THE
1
COIR LOGACCURACY
OF THE RECORDS AS SHOWN ON THESE DRAWINGS.
5.
6.
STREAM AND WETLAND DATA SHOWN ON THE DRAWINGS WAS PROVIDED BY ERM.
EROSION AND SEDIMENTATION CONTROL ELEMENTS MAY BE SHOWN OUTSIDE OF THE WORK AREAS FOR CLARITY ONLY. ACTUAL INSTALLATION SHALL BE WITHIN THE WORK AREAS.
PROJECT NO./DASH NO.
1
COMPOST FILTER SOCK
7.
ALL STATIONING SLOPE IS
140468
ORANGE SAFETY FENCE
8.
SILT FENCE AND FILTER
TT RSOCKSHALL BEINSTALLEDPARALLEL TO CONTOUR TO EXTENT PRACTICABLE IN ACCORDANCE WITH STANDARD DETAIL
ROADSIDE DITCH
9•
ACCESS ROADS HAVE BEEN GROUPED INTO FOUR CATEGORIES - 1) EXISTING ROADS NO IMPROVEMENTS, 2) EXISTING ROADS MINOR IMPROVEMENTS, 3) EXISTING ROADS MAJOR IMPROVEMENTS
AND 4) NEW ROADS. APPROPRIATE EROSION AND SEDIMENT CONTROLS WILL BE PROVIDED FOR ROADS IN CATEGORIES 2,3 AND 4. ROADS IN CATEGORIES 1 AND 2 HAVE ADEQUATE EXISTING
TASK NO.
SUB TASK NO.
SOIL TYPE
DRAINAGE; DRAINAGE FEATURES WILL BE PROVIDED FOR ROADS IN CATEGORIES 3 AND 4.
CJ
10.
*ERM IS SOLELY RESPONSIBLE FOR THE NATURE AND LOCATION OF THE DEPICTED BMPS AS OF THE DATE SIGNED AND SEALED BASED ON THE SOURCE DATA PROVIDED AND AS DESCRIBED IN THE
00
o0
jlJlr➢L1l1„II
GENERALIZED SURFACE WATER FLOW
NOTES SECTION OF THE INDEX SHEET OF THIS PLAN SET.
11.
WATERBAR CONFIGURATION IS DEPICTED IN PLAN VIEW BASED ON INFORMATION CURRENTLY AVAILABLE. WATERBAR CONFIGURATION MAY BE FIELD ADJUSTED AS NEEDED BASED ON CONDITIONS
GROUP I D
DRAWING NO.
SURFACE WATER FLOW WITHIN ROW
OBSERVED AT THE TIME OF CONSTRUCTION. THE CONFIGURATION DEPICTED IN PLAN VIEW APPLIES TO BOTH TEMPORARY AND PERMANENT WATERBARS, AS APPROPRIATE.
D
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i
WATERBAR OUTLET (PLAN VIEW)
WATERBAR (PLAN VIEW)
AR -115
THIS DRAWING WAS PRODUCED WITH COMPUTER AIDED DRAFTING TECHNOLOGY AND IS SUPPORTED BY ELECTRONIC DRAWING FILES. DO NOT REVISE THIS DRAWING VIA MANUAL DRAFTING METHODS.

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1. CONTOURS AND BASE MAP PROVIDED BY 13 ENGINEERING AND CONSULTING, LLC WITH ADDITIONAL CONTOURS OBTAINED FROM THE USGS NATIONAL ELEVATION DATASET.
THE CONTRACTOR IS RESPONSIBLE FOR VERIFYING ITS ACCURACY.
2. DISCREPANCIES FOUND IN THE PROJECT EXISTING CONDITIONS MUST BE REPORTED TO THE PROJECT ENGINEER/OWNER.
3. NO GUARANTEE OR ASSURANCE IS GIVEN BY THE OWNER OR ENGINEER AS TO THE ACCURACY, COMPLETENESS, OR VALIDITY OF THE EXISTING UTILITIES. CONTRACTOR TO
PERFORM "CALL BEFORE YOU DIG" TO COORDINATE WITH UTILITY COMPANIES, AND LOCATE AND IDENTIFY ALL UTILITIES PRIOR TO CONSTRUCTION.
4. DOMINION RESERVES THE RIGHT TO USE EITHER, OR BOTH, 12" COMPOST FILTER SOCK OR STANDARD SILT FENCE, FOR ANY APPLICATION IN WHICH EITHER OF THESE TWO
CONTROL MEASURES ARE SPECIFIED.
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UNDERGROUND GAS LINE *LM LINE MARKER
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® FUEL TANK AREA (25' x 250')
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ERM NC, INC.
License #F-1223
15720 Brixham Hill Ave, Suite 120
Charlotte, NC 28277 [phone]
RAWN. NJ B 08/04/17
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Atlantic Coast Pipeline, LLC
925 White Oaks Blvd. Bridgeport, West Virginia 26330 / 681-842-8000
TITLE. ATLANTIC COAST PIPELINE
FAYETTEVILLE CONTRACTOR YARD AERIAL OVERVIEW
DISTRICT: _ COUNTY: CUMBERLAND STATE: IVC GROUP DWG. NO. REV.
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THE CONTRACTOR IS RESPONSIBLE FOR VERIFYING ITS ACCURACY.
2. DISCREPANCIES FOUND IN THE PROJECT EXISTING CONDITIONS MUST BE REPORTED TO THE PROJECT ENGINEER/OWNER.
3. NO GUARANTEE OR ASSURANCE IS GIVEN BY THE OWNER OR ENGINEER AS TO THE ACCURACY, COMPLETENESS, OR VALIDITY OF THE EXISTING UTILITIES. CONTRACTOR TO
PERFORM "CALL BEFORE YOU DIG" TO COORDINATE WITH UTILITY COMPANIES, AND LOCATE AND IDENTIFY ALL UTILITIES PRIOR TO CONSTRUCTION.
4. DOMINION RESERVES THE RIGHT TO USE EITHER, OR BOTH, 12" COMPOST FILTER SOCK OR STANDARD SILT FENCE, FOR ANY APPLICATION IN WHICH EITHER OF THESE TWO
CONTROL MEASURES ARE SPECIFIED.
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DITCH
STREAM
1000------ CONTOUR
WETLAND
® FUEL TANK AREA (25' x 250')
TRAILER (24'x 60')
® STORAGE UNITS
TOP SOIL SEGREGATION AREA
GRAVEL AREA.
ERM NC, INC.
License #F-1223
15720 Brixham Hill Ave, Suite 120
Charlotte, NC 28277 [phone]
RAWN. NJ B 08/04/17
CHECKED: _ _
APP. FOR BID:
APP. FOR CONST.:
SCALE. AS NOTED
o POST
TS
TEST STAND
-TBM TEMPORARY BENCH MARK
FLOW ARROW
1000,
Atlantic Coast Pipeline, LLC
925 White Oaks Blvd. Bridgeport, West Virginia 26330 / 681-842-8000
TITLE. ATLANTIC COAST PIPELINE
FAYETTEVILLE CONTRACTOR YARD AERIAL OVERVIEW
DISTRICT: _ COUNTY: CUMBERLAND STATE: IVC GROUP DWG. NO. REV.
DIRiFILE. ACP\North Carolina\ - 2 OF 7 1
a �
/
3T$
" J / LAT35'02'382�
LON 78°49'20.1146
ZONE X
v v V '
i Gip'
GENERAL NOTES AND COMMENTS:
1. CONTOURS AND BASE MAP PROVIDED BY 13 ENGINEERING AND CONSULTING, LLC WITH ADDITIONAL CONTOURS OBTAINED FROM THE USGS NATIONAL ELEVATION DATASET.
THE CONTRACTOR IS RESPONSIBLE FOR VERIFYING ITS ACCURACY.
2. DISCREPANCIES FOUND IN THE PROJECT EXISTING CONDITIONS MUST BE REPORTED TO THE PROJECT ENGINEER/OWNER.
3. NO GUARANTEE OR ASSURANCE IS GIVEN BY THE OWNER OR ENGINEER AS TO THE ACCURACY, COMPLETENESS, OR VALIDITY OF THE EXISTING UTILITIES. CONTRACTOR TO
PERFORM "CALL BEFORE YOU DIG" TO COORDINATE WITH UTILITY COMPANIES, AND LOCATE AND IDENTIFY ALL UTILITIES PRIOR TO CONSTRUCTION.
4. DOMINION RESERVES THE RIGHT TO USE EITHER, OR BOTH, 12" COMPOST FILTER SOCK OR STANDARD SILT FENCE, FOR ANY APPLICATION IN WHICH EITHER OF THESE TWO
CONTROL MEASURES ARE SPECIFIED.
I1111iiIIIN-11A
TRUE
NORTH
-N-
200 0 100 200
IIII1IIII
L E G E N D
LIMITS OF CONSTRUCTION
$ UTILITY POLE
® ® ® ® ® ® LIMITS OF DISTURBANCE GAc GUY ANCHOR
GP
— — — — CONTRACTOR YARD LIMITS O GUY POLE
UTILITY VALVE II
OVERHEAD ELECTRIC LINE ®
UNDERGROUND GAS LINE *LM LINE MARKER
FENCE
DITCH
STREAM
1000------ CONTOUR
WETLAND
® FUEL TANK AREA (25' x 250')
TRAILER (24'x 60')
® STORAGE UNITS
TOP SOIL SEGREGATION AREA
GRAVEL AREA.
ERM NC, INC.
License #F-1223
15720 Brixham Hill Ave, Suite 120
Charlotte, NC 28277 [phone]
RAWN. NJ B 08/04/17
CHECKED: _ _
APP. FOR BID:
APP. FOR CONST.:
SCALE. AS NOTED
o POST
TS
TEST STAND
-TBM TEMPORARY BENCH MARK
FLOW ARROW
1000,
Atlantic Coast Pipeline, LLC
925 White Oaks Blvd. Bridgeport, West Virginia 26330 / 681-842-8000
TITLE. ATLANTIC COAST PIPELINE
FAYETTEVILLE CONTRACTOR YARD AERIAL OVERVIEW
DISTRICT: _ COUNTY: CUMBERLAND STATE: IVC GROUP DWG. NO. REV.
DIRiFILE. ACP\North Carolina\ - 2 OF 7 1

X. 18" CULVERT
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(REF. SHEET 6)
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DIVERSION SWALE
(REF. SHEET 6)"r '
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SUPER SILT FENCE OR
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TRUE
NORTH
100 0 50 100
I I I I I I I I I
L E G E N D
PROPOSED COMPOST FILTER
SOCK OR SILT FENCE
GENERAL NOTES AND COMMENTS:
1. CONTOURS AND BASE MAP PROVIDED BY 13 ENGINEERING AND CONSULTING, LLC WITH ADDITIONAL CONTOURS OBTAINED FROM THE USGS NATIONAL ELEVATION DATASET.
THE CONTRACTOR IS RESPONSIBLE FOR VERIFYING ITS ACCURACY.
2. DISCREPANCIES FOUND IN THE PROJECT EXISTING CONDITIONS MUST BE REPORTED TO THE PROJECT ENGINEER/OWNER.
3. NO GUARANTEE OR ASSURANCE IS GIVEN BY THE OWNER OR ENGINEER AS TO THE ACCURACY, COMPLETENESS, OR VALIDITY OF THE EXISTING UTILITIES. CONTRACTOR TO
PERFORM "CALL BEFORE YOU DIG" TO COORDINATE WITH UTILITY COMPANIES, AND LOCATE AND IDENTIFY ALL UTILITIES PRIOR TO CONSTRUCTION.
4. DOMINION RESERVES THE RIGHT TO USE EITHER, OR BOTH, 12" COMPOST FILTER SOCK OR STANDARD SILT FENCE, FOR ANY APPLICATION IN WHICH EITHER OF THESE TWO
LIMITS OF CONSTRUCTION
DATE
BY
REVISION INFORMATION
(40.8 ACRES)
$
UTILITY POLE
®®®®®®
LIMITS OF DISTURBANCE
GA
GUY ANCHOR
®®®®®®
(39.4 ACRES)
— — — —
CONTRACTOR YARD LIMITS
GP
0
GUY POLE
08/04/17
OVERHEAD ELECTRIC LINE
®
UTILITY VALVE
UNDERGROUND GAS LINE
• LM
LINE MARKER
CHECKED: _
FENCE
o
POST
FAYETTEVILLE CONTRACTOR YARD ESCP
TS
TEST STAND
_
DITCH
-TBM
TEMPORARY BENCH MARK
STREAM
GROUP
-
DWG. NO.
3 OF 7
—__--1000------
CONTOUR
�!
FLOW ARROW
ROCK CONSTRUCTION
WETLAND
ENTRANCE (OR APPROVED
ALT.)
®
FUEL TANK AREA (25'x 250')
OUTLET PROTECTION
TRAILER (24'x 60')
PROPOSED CULVERT
z
»» zr
PROPOSED DIVERSION SWALE
®
STORAGE UNITS
TOP SOIL SEGREGATION AREA
riQ
GRAVEL AREA.
PROPOSED COMPOST FILTER
SOCK OR SILT FENCE
GENERAL NOTES AND COMMENTS:
1. CONTOURS AND BASE MAP PROVIDED BY 13 ENGINEERING AND CONSULTING, LLC WITH ADDITIONAL CONTOURS OBTAINED FROM THE USGS NATIONAL ELEVATION DATASET.
THE CONTRACTOR IS RESPONSIBLE FOR VERIFYING ITS ACCURACY.
2. DISCREPANCIES FOUND IN THE PROJECT EXISTING CONDITIONS MUST BE REPORTED TO THE PROJECT ENGINEER/OWNER.
3. NO GUARANTEE OR ASSURANCE IS GIVEN BY THE OWNER OR ENGINEER AS TO THE ACCURACY, COMPLETENESS, OR VALIDITY OF THE EXISTING UTILITIES. CONTRACTOR TO
PERFORM "CALL BEFORE YOU DIG" TO COORDINATE WITH UTILITY COMPANIES, AND LOCATE AND IDENTIFY ALL UTILITIES PRIOR TO CONSTRUCTION.
4. DOMINION RESERVES THE RIGHT TO USE EITHER, OR BOTH, 12" COMPOST FILTER SOCK OR STANDARD SILT FENCE, FOR ANY APPLICATION IN WHICH EITHER OF THESE TWO
SYM.
DATE
BY
REVISION INFORMATION
PROJECT/TASK
APP.

. .,«
FAYETTEVILLE CONTRACTOR YARD ESCP
APP. FOR BID:
APP. FOR CONST.:
DISTRICT: _ COUNTY: STATE:
CUMBERLAND NC
DIRIFILE: ACP\North Carolina\
GROUP
-
DWG. NO.
3 OF 7
REV.
1
SCALE. AS NOTED