20140957 Ver 2_More Info Received Part 4_20171020

Action History (UTC -05:00) Eastern Time (US & Canada)
Submit by Anonymous User 10/20/2017 3:30:33 PM (Supplemental Submital)
Accept by Montalvo, Sheri A 10/23/2017 9:53:21 AM (NON -DOT - Existing Project)
• The task was assigned to Montalvo, Sheri A 10/20/2017 3:31 PM

Water Resources
ENVIRONMENTAL QUALITY
Staff Review:
Submittal Type: C New Project
C Pre -Application Submittal
f• More Information Response
New Project - Please check the new project type if you are trying to submit a new project that needs an official approval
decision.
Pre -Application Submittal - Please check the pre -application submittal if you just want feedback on your submittal and do
not have the a)pectation that your submittal will be considered a complete application requiring a formal decision.
More Information Response - Please check this type if you are responding to a request for information from staff and
you have and ID# and version for this response.
ID#*
20140957
Version*
2
Is this project in a CAMAAEC area?* r Yes
r No
Reviewer List:*
Select Reviewing Office:*
Jennifer Burdette:eads\jaburdette
Central Office - [phone]
Project Submittal Interim Form
submitted: 10/20/2017
Project Contact Information:
...............................................................................................................................................
Name: Cassandra Forsyth
Vft is submitting the inforrretion?
Email Address: [e-mail]
Project Information:
Existing ID #:* Existing Version:*
20140957 2
Project Name: Atlantic Coast Pipeline
Is this a public transportation project?
C Yes
r No
County (ies)
Wake

Describe the attachments:
Raleigh Package Part 4
Please upload all files that need to be submited.
40F4_RALEIGH PACKAGE_FOR_SUBMISSION.pdf 175.75MB
Only pdr files are accepted.
V By checking the box and signing box below, I certify that:
• I have given true, accurate, and complete information on this form;
• I agree that submission of this form is a "transaction" subject to Chapter 66, Article 40 of the NC General Statutes (the
"Uniform Electronic Transactions Act)
• I agree to conduct this transaction by electronic means pursuant to Chapter 66, Article 40 of the NC General Statutes
(the "Uniform Electronic Transactions Act');
• I understand that an electronic signature has the same legal effect and can be enforced in the same way as a written
signature; AND
o I intend to electronically sign and submit the form.
Signature:
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3. IMAGERY TAKEN FROM GOOGLE EARTH.
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6. EROSION AND SEDIMENTATION CONTROL ELEMENTS MAY BE SHOWN OUTSIDE OF THE WORK AREAS FOR CLARITY ONLY. ACTUAL INSTALLATION SHALL BE WITHIN THE WORK AREAS.
7. ALL STATIONING SHOWN IS SLOPE STATIONING.
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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.
NOTES:
1. COORDINATE SYSTEM USED FOR MAPPING AND TOPOGRAPHY - UTM WITH NAD83 DATUM, ZONE 17, US SURVEY FOOT, CENTRAL MERIDIAN 81' W.
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.
3. IMAGERY TAKEN FROM GOOGLE EARTH.
4. THE PROPERTY LINES SHOWN ARE BASED ON GIS & TAX ASSESSMENT RECORDS (PROVIDED BY OTHERS). GAI CONSULTANTS MAKE NO GUARANTEE EITHER EXPRESSED OR IMPLIED AS TO THE
ACCURACY OF THE RECORDS AS SHOWN ON THESE DRAWINGS.
5. STREAM AND WETLAND DATA SHOWN ON THE DRAWINGS WAS PROVIDED BY ERM.
6. EROSION AND SEDIMENTATION CONTROL ELEMENTS MAY BE SHOWN OUTSIDE OF THE WORK AREAS FOR CLARITY ONLY. ACTUAL INSTALLATION SHALL BE WITHIN THE WORK AREAS.
7. ALL STATIONING SHOWN IS SLOPE STATIONING.
8. SILT FENCE AND FILTER SOCK SHALL BE INSTALLED PARALLEL TO CONTOUR TO EXTENT PRACTICABLE IN ACCORDANCE WITH STANDARD DETAIL
9. ACCESS ROADS HAVE BEEN GROUPED INTO FOUR CATEGORIES - 1) EXISTING ROADS NO IMPROVEMENTS, 2) EXISTING ROADS MINOR IMPROVEMENTS, 3) EXISTING ROADS MAJOR IMPROVEMENTS
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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
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
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7. ALL STATIONING SHOWN IS SLOPE STATIONING.
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APPROVED: NET
gal consultants - NC, Inc.
4198 COX ROAD
SUITE 114
GLEN ALLEN, VA 23060
804-270-9357
N.C. COL #F-0269
PROJECT N0./DASH NO.
140468
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PROPERTY LINE - —
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APPROVED: NET
gal consultants - NC, Inc.
4198 COX ROAD
SUITE 114
GLEN ALLEN, VA 23060
804-270-9357
N.C. COL #F-0269
PROJECT N0./DASH NO.
140468
TASK NO. SUB TASK NO.
005 00
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D E110
110 OF 189
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PROPERTY LINE - —
— — — — —
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m
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2.
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X X FENCE
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NOTES SECTION OF THE INDEX SHEET OF THIS PLAN SET.
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INLET/OUTLET PROTECTION
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.
APPROVED: NET
gal consultants - NC, Inc.
4198 COX ROAD
SUITE 114
GLEN ALLEN, VA 23060
804-270-9357
N.C. COL #F-0269
PROJECT N0./DASH NO.
140468
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4198 COX ROAD
SUITE 114
GLEN ALLEN, VA 23060
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N.C. COL #F-0269
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4198 COX ROAD
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N.C. COL #F-0269
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NOTES:
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TASK NO.
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11.
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ii.
11.
NOTES SECTION OF THE INDEX SHEET OF THIS PLAN SET.
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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.
APPROVED: NET
gai consultants - NC, Inc.
4198 COX ROAD
SUITE 114
GLEN ALLEN, VA 23060
804-270-9357
N.C. COL #F-0269
PROJECT N0./DASH NO.
140468
TASK NO. SUB TASK NO.
005 00
GROUP ID DRAWING NO.
D E122
122 OF 189
NOTES:
PERMANENT WATERBAR/SLOPE BREAKER
LOD
LIMIT OF DISTURBANCE
LEGEND
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TEMPORARY WATERBAR/SLOPE BREAKER
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BELTED SILT RETENTION
1.
COORDINATE SYSTEM USED FOR MAPPING AND TOPOGRAPHY- UTM WITH NAD83 DATUM, ZONE 17, US SURVEY FOOT, CENTRAL MERIDIAN 81° W.
PROPERTY LINE — —
— — — — —
— — STORM SEWER
1p
TRENCH BREAKER/PLUG
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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.
E
UNDERGROUND ELECTRIC
EXTRA WORK SPACE TOPSOIL SEGREGATION AREA
o
STREAM CROSSING
COIR LOG
3.
4.
IMAGERY TAKEN FROM GOOGLE EARTH.
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ACCURACY OF THE RECORDS AS SHOWN ON THESE DRAWINGS.
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o
O
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X
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6.
7.
EROSION AND SEDIMENTATION CONTROL ELEMENTS MAYBE SHOWN OUTSIDE OF THE WORK AREAS FOR CLARITY ONLY. ACTUAL INSTALLATION SHALL BE WITHIN THE WORKAREAS.
ALL STATIONING SHOWN IS SLOPE STATIONING.
AREA OF NO DISTURBANCE
AT THE UPLAND/WATERBODY BOUNDARY
ROADSIDE DITCH
8.
SILT FENCE AND FILTER SOCK SHALL BE INSTALLED PARALLEL TO CONTOUR TO EXTENT PRACTICABLE IN ACCORDANCE WITH STANDARD DETAIL
_G—G— EXISTING GAS PIPELINE
SAN
SANITARY SEWER
IN PLACE OF BSRF)
=CuBSOIL
TYPE
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ACCESS ROADS HAVE BEEN GROUPED INTO FOUR CATEGORIES - 1) EXISTING ROADS NO IMPROVEMENTS, 2) EXISTING ROADS MINOR IMPROVEMENTS, 3) EXISTING ROADS MAJOR IMPROVEMENTS
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011111=0
CONSTRUCTION ENTRANCE WITH DITCH
DRAINAGE; DRAINAGE FEATURES WILL BE PROVIDED FOR ROADS IN CATEGORIES 3 AND 4.
OH OVERHEAD UTILITY LINES
EDGE OF GRAVEL
WETLAND (�{ UTILITY POLE
CULVERT AS NEEDED
GENERALIZED SURFACE WATER FLOW
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
(COLOR SHOWN TO PROVIDE CLARITY ONLY) �✓
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APPROVED: NET
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4198 COX ROAD
SUITE 114
GLEN ALLEN, VA 23060
804-270-9357
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PROPERTY LINE - — — — — — — — - STORM SEWER
X X FENCE E UNDERGROUND ELECTRIC
STREAM W WATER LINE
_G—G— EXISTING GAS PIPELINE SAN SANITARY SEWER
OH OVERHEAD UTILITY LINES EDGE OF GRAVEL
ACCESS ROAD
DETAIL 2
PERMANENT WATERBAR/SLOPE BREAKER LOD LIMIT OF DISTURBANCE
Q TEMPORARY WATERBAR/SLOPE BREAKER BSRF BELTED SILT RETENTION
Ep TRENCH BREAKER/PLUG FENCE (BSRF)
EXTRA WORK SPACE TOPSOIL SEGREGATION AREACOIR LOG
O STREAM CROSSING
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CONTROLS (COMPOST FILTER SOCK TO BE USED X ORANGE SAFETY FENCE
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IN PLACE OF BSRF)
CONSTRUCTION ENTRANCE WITH DITCH CUB SOIL TYPE
WETLAND UTILITY POLE CULVERT AS NEEDED ♦ GENERALIZED SURFACE WATER FLOW
(COLOR SHOWN TO PROVIDE CLARITY ONLY) CULVERT/ACCESS ROAD WATERBARS
SURFACE WATER FLOW WITHIN ROW
ACCESS ROAD — — — PROPOSED PERMANENT EASEMENT
PROPOSED GAS PIPELINE PROPOSED GAS PIPELINE (NO GROUND SURVEY)
NOTE: THE PE SEAL AND SIGNATURE APPLIES ONLY TO THET(+ TURBIDITY CURTAIN (PLAN VIEW) Q WATERBAR OUTLET (PLAN VIEW)
E&S CONTROL DESIGN COMPLETED BY ERM (SEE NOTE 12). WATERBAR (PLAN VIEW)
50' TURBIDITY SAMPLING LOCATION (PLAN VIEW)
50' TURBIDITY AND TDS SAMPLING LOCATION (PLAN VIEW) INLET/OUTLET PROTECTION
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.
SCALE: 1 " = 200'
200' 0 200' 400'
NOTES:
1. COORDINATE SYSTEM USED FOR MAPPING AND TOPOGRAPHY- UTM WITH NAD83 DATUM, ZONE 17, US SURVEY FOOT, CENTRAL MERIDIAN 81° W.
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.
3. IMAGERY TAKEN FROM GOOGLE EARTH.
4. THE PROPERTY LINES SHOWN ARE BASED ON GIS & TAX ASSESSMENT RECORDS (PROVIDED BY OTHERS). GAI CONSULTANTS MAKE NO GUARANTEE EITHER EXPRESSED OR IMPLIED AS TO THE
ACCURACY OF THE RECORDS AS SHOWN ON THESE DRAWINGS.
5. STREAM AND WETLAND DATA SHOWN ON THE DRAWINGS WAS PROVIDED BY ERM.
6. EROSION AND SEDIMENTATION CONTROL ELEMENTS MAY BE SHOWN OUTSIDE OF THE WORK AREAS FOR CLARITY ONLY. ACTUAL INSTALLATION SHALL BE WITHIN THE WORK AREAS.
7. ALL STATIONING SHOWN IS SLOPE STATIONING.
8. SILT FENCE AND FILTER SOCK SHALL BE INSTALLED PARALLEL TO CONTOUR TO EXTENT PRACTICABLE IN ACCORDANCE WITH STANDARD DETAIL
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
DRAINAGE; DRAINAGE FEATURES WILL BE PROVIDED FOR ROADS IN CATEGORIES 3 AND 4.
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
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
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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4198 COX ROAD
SUITE 114
GLEN ALLEN, VA 23060
804-270-9357
N.C. COL #F-0269
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LEGEND
PROPERTY LINE — — — — — — — — — STORM SEWER
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ACCESS ROAD
DETAIL 3
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.
SCALE: 1 " = 200'
200' 0 200' 400'
NOTES:
1. COORDINATE SYSTEM USED FOR MAPPING AND TOPOGRAPHY- UTM WITH NAD83 DATUM, ZONE 17, US SURVEY FOOT, CENTRAL MERIDIAN 81° W.
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.
3. IMAGERY TAKEN FROM GOOGLE EARTH.
4. THE PROPERTY LINES SHOWN ARE BASED ON GIS & TAX ASSESSMENT RECORDS (PROVIDED BY OTHERS). GAI CONSULTANTS MAKE NO GUARANTEE EITHER EXPRESSED OR IMPLIED AS TO THE
ACCURACY OF THE RECORDS AS SHOWN ON THESE DRAWINGS.
5. STREAM AND WETLAND DATA SHOWN ON THE DRAWINGS WAS PROVIDED BY ERM.
6. EROSION AND SEDIMENTATION CONTROL ELEMENTS MAY BE SHOWN OUTSIDE OF THE WORK AREAS FOR CLARITY ONLY. ACTUAL INSTALLATION SHALL BE WITHIN THE WORK AREAS.
7. ALL STATIONING SHOWN IS SLOPE STATIONING.
8. SILT FENCE AND FILTER SOCK SHALL BE INSTALLED PARALLEL TO CONTOUR TO EXTENT PRACTICABLE IN ACCORDANCE WITH STANDARD DETAIL
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 UATE EXISTING O
DRAINAGE; DRAINAGE FEATURES WILL BE PROVIDED FOR ROADS IN CATEGORIES 3 AND 4.
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
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
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SCALE: 1 " = 200'
200' 0 200' 400'
NOTES:
1. COORDINATE SYSTEM USED FOR MAPPING AND TOPOGRAPHY- UTM WITH NAD83 DATUM, ZONE 17, US SURVEY FOOT, CENTRAL MERIDIAN 81° W.
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.
3. IMAGERY TAKEN FROM GOOGLE EARTH.
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ACCURACY OF THE RECORDS AS SHOWN ON THESE DRAWINGS.
5. STREAM AND WETLAND DATA SHOWN ON THE DRAWINGS WAS PROVIDED BY ERM.
6. EROSION AND SEDIMENTATION CONTROL ELEMENTS MAY BE SHOWN OUTSIDE OF THE WORK AREAS FOR CLARITY ONLY. ACTUAL INSTALLATION SHALL BE WITHIN THE WORK AREAS.
7. ALL STATIONING SHOWN IS SLOPE STATIONING.
8. SILT FENCE AND FILTER SOCK SHALL BE INSTALLED PARALLEL TO CONTOUR TO EXTENT PRACTICABLE IN ACCORDANCE WITH STANDARD DETAIL
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 UATE EXISTING O
DRAINAGE; DRAINAGE FEATURES WILL BE PROVIDED FOR ROADS IN CATEGORIES 3 AND 4.
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
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
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4198 COX ROAD
SUITE 114
GLEN ALLEN, VA 23060
804-270-9357
N.C. COL #F-0269
PROJECT N0./DASH NO.
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4198 COX ROAD
SUITE 114
GLEN ALLEN, VA 23060
804-270-9357
N.C. COL #F-0269
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LEGEND
PROPERTY LINE — — — — — — — — — STORM SEWER
X X FENCE E UNDERGROUND ELECTRIC
STREAM W WATER LINE
_G—G— EXISTING GAS PIPELINE SAN SANITARY SEWER
OH OVERHEAD UTILITY LINES EDGE OF GRAVEL
ACCESS ROAD
PROPOSED GAS PIPELINE
PROPOSED PERMANENT EASEMENT
EXTRA WORK SPACE TOPSOIL SEGREGATION AREA
AREA OF NO DISTURBANCE PROPOSED TEMPORARY R.O.W.
WETLAND UTILITY POLE
(COLOR SHOWN TO PROVIDE CLARITY ONLY)
NOTE: THE PE SEAL AND SIGNATURE APPLIES ONLY TO THE
PROPOSED GAS PIPELINE (NO GROUND SURVEY) E&S CONTROL DESIGN COMPLETED BY ERM (SEE NOTE 12).
ACCESS ROAD
DETAIL 4
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.
SCALE: 1 " = 400'
400' 0 400' 800'
NOTES:
1. COORDINATE SYSTEM USED FOR MAPPING AND TOPOGRAPHY - UTM WITH NAD83 DATUM, ZONE 17, US SURVEY FOOT, CENTRAL MERIDIAN 81' W.
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.
3. IMAGERY TAKEN FROM GOOGLE EARTH.
4. THE PROPERTY LINES SHOWN ARE BASED ON GIS & TAX ASSESSMENT RECORDS (PROVIDED BY OTHERS). GAI CONSULTANTS MAKE NO GUARANTEE EITHER EXPRESSED OR IMPLIED AS TO THE
ACCURACY OF THE RECORDS AS SHOWN ON THESE DRAWINGS.
5. STREAM AND WETLAND DATA SHOWN ON THE DRAWINGS WAS PROVIDED BY ERM.
6. EROSION AND SEDIMENTATION CONTROL ELEMENTS MAY BE SHOWN OUTSIDE OF THE WORK AREAS FOR CLARITY ONLY. ACTUAL INSTALLATION SHALL BE WITHIN THE WORK AREAS.
7. ALL STATIONING SHOWN IS SLOPE STATIONING.
8. SILT FENCE AND FILTER SOCK SHALL BE INSTALLED PARALLEL TO CONTOUR TO EXTENT PRACTICABLE IN ACCORDANCE WITH STANDARD DETAIL
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 UATE EXISTING O
DRAINAGE; DRAINAGE FEATURES WILL BE PROVIDED FOR ROADS IN CATEGORIES 3 AND 4.
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
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
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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ACCESS ROAD
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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.
NOTES:
1. COORDINATE SYSTEM USED FOR MAPPING AND TOPOGRAPHY - UTM WITH NAD83 DATUM, ZONE 17, US SURVEY FOOT, CENTRAL MERIDIAN 81' W.
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.
3. IMAGERY TAKEN FROM GOOGLE EARTH.
4. THE PROPERTY LINES SHOWN ARE BASED ON GIS & TAX ASSESSMENT RECORDS (PROVIDED BY OTHERS). GAI CONSULTANTS MAKE NO GUARANTEE EITHER EXPRESSED OR IMPLIED AS TO THE
ACCURACY OF THE RECORDS AS SHOWN ON THESE DRAWINGS.
5. STREAM AND WETLAND DATA SHOWN ON THE DRAWINGS WAS PROVIDED BY ERM.
6. EROSION AND SEDIMENTATION CONTROL ELEMENTS MAY BE SHOWN OUTSIDE OF THE WORK AREAS FOR CLARITY ONLY. ACTUAL INSTALLATION SHALL BE WITHIN THE WORK AREAS.
7. ALL STATIONING SHOWN IS SLOPE STATIONING.
8. SILT FENCE AND FILTER SOCK SHALL BE INSTALLED PARALLEL TO CONTOUR TO EXTENT PRACTICABLE IN ACCORDANCE WITH STANDARD DETAIL
9. ACCESS ROADS HAVE BEEN GROUPED INTO FOUR CATEGORIES - 1) EXISTING ROADS NO IMPROVEMENTS, 2) EXISTING ROADS MINOR IMPROVEMENTS, 3) EXISTING ROADS MAJOR IMPROVEMENTS
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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
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
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NOTES:
1. COORDINATE SYSTEM USED FOR MAPPING AND TOPOGRAPHY - UTM WITH NAD83 DATUM, ZONE 17, US SURVEY FOOT, CENTRAL MERIDIAN 81' W.
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.
3. IMAGERY TAKEN FROM GOOGLE EARTH.
4. THE PROPERTY LINES SHOWN ARE BASED ON GIS & TAX ASSESSMENT RECORDS (PROVIDED BY OTHERS). GAI CONSULTANTS MAKE NO GUARANTEE EITHER EXPRESSED OR IMPLIED AS TO THE
ACCURACY OF THE RECORDS AS SHOWN ON THESE DRAWINGS.
5. STREAM AND WETLAND DATA SHOWN ON THE DRAWINGS WAS PROVIDED BY ERM.
6. EROSION AND SEDIMENTATION CONTROL ELEMENTS MAY BE SHOWN OUTSIDE OF THE WORK AREAS FOR CLARITY ONLY. ACTUAL INSTALLATION SHALL BE WITHIN THE WORK AREAS.
7. ALL STATIONING SHOWN IS SLOPE STATIONING.
8. SILT FENCE AND FILTER SOCK SHALL BE INSTALLED PARALLEL TO CONTOUR TO EXTENT PRACTICABLE IN ACCORDANCE WITH STANDARD DETAIL
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 UATE EXISTING O
DRAINAGE; DRAINAGE FEATURES WILL BE PROVIDED FOR ROADS IN CATEGORIES 3 AND 4.
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
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
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GLEN ALLEN, VA 23060
804-270-9357
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Ep TRENCH BREAKER/PLUG FENCE (BSRF)
EXTRA WORK SPACE TOPSOIL SEGREGATION AREA COIR LOG
O STREAM CROSSING
USFWS STREAM CROSSING WITH ENHANCED COMPOST FILTER SOCK
CONTROLS (COMPOST FILTER SOCK TO BE USED X ORANGE SAFETY FENCE
AREA OF NO DISTURBANCE PROPOSED TEMPORARY R.O.W. O AT THE UPLAND/WATERBODY BOUNDARY ROADSIDE DITCH
IN PLACE OF BSRF)
CONSTRUCTION ENTRANCE WITH DITCH CUB SOIL TYPE
WETLAND UTILITY POLE CULVERT AS NEEDED ♦ GENERALIZED SURFACE WATER FLOW
(COLOR SHOWN TO PROVIDE CLARITY ONLY) CULVERT/ACCESS ROAD WATERBARS
SURFACE WATER FLOW WITHIN ROW
ACCESS ROAD — — — PROPOSED PERMANENT EASEMENT
PROPOSED GAS PIPELINE PROPOSED GAS PIPELINE (NO GROUND SURVEY)
NOTE: THE PE SEAL AND SIGNATURE APPLIES ONLY TO THET(+ TURBIDITY CURTAIN (PLAN VIEW) WATERBAR OUTLET (PLAN VIEW)
E&S CONTROL DESIGN COMPLETED BY ERM (SEE NOTE 12). WATERBAR (PLAN VIEW)
50' TURBIDITY SAMPLING LOCATION (PLAN VIEW)
50' TURBIDITY AND TDS SAMPLING LOCATION (PLAN VIEW) INLET/OUTLET PROTECTION
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:
1. COORDINATE SYSTEM USED FOR MAPPING AND TOPOGRAPHY - UTM WITH NAD83 DATUM, ZONE 17, US SURVEY FOOT, CENTRAL MERIDIAN 81' W.
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.
3. IMAGERY TAKEN FROM GOOGLE EARTH.
4. THE PROPERTY LINES SHOWN ARE BASED ON GIS & TAX ASSESSMENT RECORDS (PROVIDED BY OTHERS). GAI CONSULTANTS MAKE NO GUARANTEE EITHER EXPRESSED OR IMPLIED AS TO THE
ACCURACY OF THE RECORDS AS SHOWN ON THESE DRAWINGS.
5. STREAM AND WETLAND DATA SHOWN ON THE DRAWINGS WAS PROVIDED BY ERM.
6. EROSION AND SEDIMENTATION CONTROL ELEMENTS MAY BE SHOWN OUTSIDE OF THE WORK AREAS FOR CLARITY ONLY. ACTUAL INSTALLATION SHALL BE WITHIN THE WORK AREAS.
7. ALL STATIONING SHOWN IS SLOPE STATIONING.
8. SILT FENCE AND FILTER SOCK SHALL BE INSTALLED PARALLEL TO CONTOUR TO EXTENT PRACTICABLE IN ACCORDANCE WITH STANDARD DETAIL
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
DRAINAGE; DRAINAGE FEATURES WILL BE PROVIDED FOR ROADS IN CATEGORIES 3 AND 4.
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
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
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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4198 COX ROAD
SUITE 114
GLEN ALLEN, VA 23060
804-270-9357
N.C. COL #F-0269
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LEGEND
PROPERTY LINE - — — — — — — — - STORM SEWER
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STREAM W WATER LINE
_G—G— EXISTING GAS PIPELINE SAN SANITARY SEWER
OH OVERHEAD UTILITY LINES EDGE OF GRAVEL
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NOTES:
1. COORDINATE SYSTEM USED FOR MAPPING AND TOPOGRAPHY- UTM WITH NAD83 DATUM, ZONE 17, US SURVEY FOOT, CENTRAL MERIDIAN 81° W.
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.
3. IMAGERY TAKEN FROM GOOGLE EARTH.
4. THE PROPERTY LINES SHOWN ARE BASED ON GIS & TAX ASSESSMENT RECORDS (PROVIDED BY OTHERS). GAI CONSULTANTS MAKE NO GUARANTEE EITHER EXPRESSED OR IMPLIED AS TO THE
ACCURACY OF THE RECORDS AS SHOWN ON THESE DRAWINGS.
5. STREAM AND WETLAND DATA SHOWN ON THE DRAWINGS WAS PROVIDED BY ERM.
6. EROSION AND SEDIMENTATION CONTROL ELEMENTS MAY BE SHOWN OUTSIDE OF THE WORK AREAS FOR CLARITY ONLY. ACTUAL INSTALLATION SHALL BE WITHIN THE WORK AREAS.
7. ALL STATIONING SHOWN IS SLOPE STATIONING.
8. SILT FENCE AND FILTER SOCK SHALL BE INSTALLED PARALLEL TO CONTOUR TO EXTENT PRACTICABLE IN ACCORDANCE WITH STANDARD DETAIL
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 UATE EXISTING O
DRAINAGE; DRAINAGE FEATURES WILL BE PROVIDED FOR ROADS IN CATEGORIES 3 AND 4.
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
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
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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4198 COX ROAD
SUITE 114
GLEN ALLEN, VA 23060
804-270-9357
N.C. COL #F-0269
PROJECT N0./DASH NO.
140468
TASK N0. TASK N0.
001, ISUB 00
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NOTES:
1. COORDINATE SYSTEM USED FOR MAPPING AND TOPOGRAPHY- UTM WITH NAD83 DATUM, ZONE 17, US SURVEY FOOT, CENTRAL MERIDIAN 81° W.
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.
3. IMAGERY TAKEN FROM GOOGLE EARTH.
4. THE PROPERTY LINES SHOWN ARE BASED ON GIS & TAX ASSESSMENT RECORDS (PROVIDED BY OTHERS). GAI CONSULTANTS MAKE NO GUARANTEE EITHER EXPRESSED OR IMPLIED AS TO THE
ACCURACY OF THE RECORDS AS SHOWN ON THESE DRAWINGS.
5. STREAM AND WETLAND DATA SHOWN ON THE DRAWINGS WAS PROVIDED BY ERM.
6. EROSION AND SEDIMENTATION CONTROL ELEMENTS MAY BE SHOWN OUTSIDE OF THE WORK AREAS FOR CLARITY ONLY. ACTUAL INSTALLATION SHALL BE WITHIN THE WORK AREAS.
7. ALL STATIONING SHOWN IS SLOPE STATIONING.
8. SILT FENCE AND FILTER SOCK SHALL BE INSTALLED PARALLEL TO CONTOUR TO EXTENT PRACTICABLE IN ACCORDANCE WITH STANDARD DETAIL
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 UATE EXISTING O
DRAINAGE; DRAINAGE FEATURES WILL BE PROVIDED FOR ROADS IN CATEGORIES 3 AND 4.
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
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
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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DRAWN: GPT
CHECKED: DLF'I
APPROVED: NET
gal consultants - NC, Inc. I
4198 COX ROAD
SUITE 114
GLEN ALLEN, VA 23060
804-270-9357
N.C. COL #F-0269
PROJECT N0./DASH NO.
140468
TASK N0. TASK N0.
001, ISUB 00
GROUP ID DRAWING NO.
D E107
AR -107
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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.
NOTES:
1. COORDINATE SYSTEM USED FOR MAPPING AND TOPOGRAPHY- UTM WITH NAD83 DATUM, ZONE 17, US SURVEY FOOT, CENTRAL MERIDIAN 81° W.
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.
3. IMAGERY TAKEN FROM GOOGLE EARTH.
4. THE PROPERTY LINES SHOWN ARE BASED ON GIS & TAX ASSESSMENT RECORDS (PROVIDED BY OTHERS). GAI CONSULTANTS MAKE NO GUARANTEE EITHER EXPRESSED OR IMPLIED AS TO THE
ACCURACY OF THE RECORDS AS SHOWN ON THESE DRAWINGS.
5. STREAM AND WETLAND DATA SHOWN ON THE DRAWINGS WAS PROVIDED BY ERM.
6. EROSION AND SEDIMENTATION CONTROL ELEMENTS MAY BE SHOWN OUTSIDE OF THE WORK AREAS FOR CLARITY ONLY. ACTUAL INSTALLATION SHALL BE WITHIN THE WORK AREAS.
7. ALL STATIONING SHOWN IS SLOPE STATIONING.
8. SILT FENCE AND FILTER SOCK SHALL BE INSTALLED PARALLEL TO CONTOUR TO EXTENT PRACTICABLE IN ACCORDANCE WITH STANDARD DETAIL
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 UATE EXISTING O
DRAINAGE; DRAINAGE FEATURES WILL BE PROVIDED FOR ROADS IN CATEGORIES 3 AND 4.
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
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
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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DATE: 10/20/17
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4198 COX ROAD
SUITE 114
GLEN ALLEN, VA 23060
804-270-9357
N.C. COL #F-0269
PROJECT N0./DASH NO.
140468
TASK N0. TASK N0.
001, ISUB 00
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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
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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ACCURACY OF THE RECORDS AS SHOWN ON THESE DRAWINGS.
COMPOST FILTER SOCK
USFWS STREAM CROSSING WITH ENHANCED
5.
6.
STREAM AND WETLAND DATA SHOWN ON THE DRAWINGS WAS PROVIDED BY ERM.
EROSION AND SEDIMENTATION CONTROL ELEMENTS MAYBE SHOWN OUTSIDE OF THE WORK AREAS FOR CLARITY ONLY. ACTUAL INSTALLATION SHALL BE WITHIN THE WORKAREAS.
PROJECT NO JDASH NO.
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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.
CONSTRUCTION ENTRANCE WITH DITCH
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11.
NOTES SECTION OF THE INDEX SHEET OF THIS PLAN SET.
WATERBAR CONFIGURATION IS DEPICTED IN PLAN VIEW BASED ON INFORMATION CURRENTLY AVAILABLE. WATERBAR CONFIGURATION MAY BE FIELD ADJUSTED AS NEEDED BASED ON CONDITIONS
GROUP ID
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INLET/OUTLET PROTECTION
AR -109A
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
DETAIL 20
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:
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1. COORDINATE SYSTEM USED FOR MAPPING AND TOPOGRAPHY- UTM WITH NAD83 DATUM, ZONE 17, US SURVEY FOOT, CENTRAL MERIDIAN 81° W.
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.
3- IMAGERY TAKEN FROM GOOGLE EARTH.
4. THE PROPERTY LINES SHOWN ARE BASED ON GIS & TAX ASSESSMENT RECORDS (PROVIDED BY OTHERS). GAI CONSULTANTS MAKE NO GUARANTEE EITHER EXPRESSED OR IMPLIED AS TO THE
ACCURACY OF THE RECORDS AS SHOWN ON THESE DRAWINGS.
5. STREAM AND WETLAND DATA SHOWN ON THE DRAWINGS WAS PROVIDED BY ERM.
6. EROSION AND SEDIMENTATION CONTROL ELEMENTS MAY BE SHOWN OUTSIDE OF THE WORK AREAS FOR CLARITY ONLY. ACTUAL INSTALLATION SHALL BE WITHIN THE WORK AREAS.
7. ALL STATIONING SHOWN IS SLOPE STATIONING.
8. SILT FENCE AND FILTER SOCK SHALL BE INSTALLED PARALLEL TO CONTOUR TO EXTENT PRACTICABLE IN ACCORDANCE WITH STANDARD DETAIL
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
DRAINAGE; DRAINAGE FEATURES WILL BE PROVIDED FOR ROADS IN CATEGORIES 3 AND 4.
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
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
OBSERVED AT THE TIME OF CONSTRUCTION. THE CONFIGURATION DEPICTED IN PLAN VIEW APPLIES TO BOTH TEMPORARY AND PERMANENT WATERBARS, AS APPROPRIATE.
PROJECT NOJDASH NO.
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1. COORDINATE SYSTEM USED FOR MAPPING AND TOPOGRAPHY- UTM WITH NAD83 DATUM, ZONE 17, US SURVEY FOOT, CENTRAL MERIDIAN 81° W.
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.
3- IMAGERY TAKEN FROM GOOGLE EARTH.
4. THE PROPERTY LINES SHOWN ARE BASED ON GIS & TAX ASSESSMENT RECORDS (PROVIDED BY OTHERS). GAI CONSULTANTS MAKE NO GUARANTEE EITHER EXPRESSED OR IMPLIED AS TO THE
ACCURACY OF THE RECORDS AS SHOWN ON THESE DRAWINGS.
5. STREAM AND WETLAND DATA SHOWN ON THE DRAWINGS WAS PROVIDED BY ERM.
6. EROSION AND SEDIMENTATION CONTROL ELEMENTS MAY BE SHOWN OUTSIDE OF THE WORK AREAS FOR CLARITY ONLY. ACTUAL INSTALLATION SHALL BE WITHIN THE WORK AREAS.
7. ALL STATIONING SHOWN IS SLOPE STATIONING.
8. SILT FENCE AND FILTER SOCK SHALL BE INSTALLED PARALLEL TO CONTOUR TO EXTENT PRACTICABLE IN ACCORDANCE WITH STANDARD DETAIL
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
DRAINAGE; DRAINAGE FEATURES WILL BE PROVIDED FOR ROADS IN CATEGORIES 3 AND 4.
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
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
OBSERVED AT THE TIME OF CONSTRUCTION. THE CONFIGURATION DEPICTED IN PLAN VIEW APPLIES TO BOTH TEMPORARY AND PERMANENT WATERBARS, AS APPROPRIATE.
PROJECT NOJDASH NO.
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TASK NO. SUB TASK NO.
005 00
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11.
NOTES SECTION OF THE INDEX SHEET OF THIS PLAN SET.
WATERBAR CONFIGURATION IS DEPICTED IN PLAN VIEW BASED ON INFORMATION CURRENTLY AVAILABLE. WATERBAR CONFIGURATION MAY BE FIELD ADJUSTED AS NEEDED BASED ON CONDITIONS
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WETLANDS:
Palustrine Forested (PFO) Wetlands: comprised of 30% or more woody
vegetation that is greater than 20 feet (6m) tall with an understory of small trees
and shrubs, as well as an herbaceous layer.
Palustrine Scrub -Shrub (PSS) Wetlands= comprised of 30% or more of woody
vegetation that is cumulatively less than 20 feet (6m) tall, including shrubs, young
trees, and stunted trees or shrubs.
Palustrine Emergent (PE141) Wetlands: comprised of 30% or more herbaceous
vegetation typically dominated by perennial plants and vegetation that is present
for the majority of the growing season.
FEATURE NAMONC PROTOCOL:
NON—FLOWONO 0R OPEN WATFRBO®IFS:
Permanently flooded: Water covers the land surface throughout the year in all
years.
Semi -permanently flooded: Surface water persists throughout the growing
season in most years- When surface water is absent, the water table is usually
at or very near the land surface.
Seasonally flooded: Surface water is present for extended periods especially
early in the growing season, but is absent by the end of the season in most
years. When surface water is absent, the water table is often near the land
surface.
Temporarily flooded: Surface water is present for brief periods during the
growing season, but the water table usually lies well below the soil surface for
most of the season -
Each feature documented within the survey corridor will be assigned a unique identifier (unique
ID). The first letter in the unique ID indicates the type of feature documented, including:
• "W' for wetlands;
• "s" for streams or flowing waterbodies;
•
II o" for open water or non -flowing waterbodies;
• "no" for non -water points;
• "p" for seeps or springs;
•
di x" for noxious weed infestations; and
• "h" for species habitat.
This initial identifier is followed by a two letter abbreviation that represents the county within
which the feature was identified. A list of county abbreviations is provided in Table 6.3-1 below.
Next is a letter that distinguishes each field crew. Each field crew will be assigned a letter at the
start of the field survey program. Finally a three digit number is added to further distinguish
each feature. Numbering will follow the survey direction in sequence of encounter rather than
relative position along the pipeline route.
IT' for PFO wetlands
Id s" for PSS wetlands
14e" for PEM wetlands
GENERAL NOTES AND COMMENTS:
County Codes
North Carolina
Bladen
bl
Cumberland
cm
Halifax
hl
Johnston
jo
Nash
na
Northampton
nr
Robeson
ro
Sampson
sa
Wake
wa.
Wilson
wi
STREAMS:
ACCESS ROA® CLASSIFOCATION:
EXISTING RaAD
MAJOR UPGRADE
EXISTING ROAD NO MODIFICATIONS --EXISTING ROAD NOT REQUIRING MODIFICATIONS
EXISTING ROAD MINOR UPGRADE --EXISTING ROADS THAT CONTAIN EITHER A COMPACTED EARTH OR GRAVED SURFACE,
MINOR REGRADING AND/OR PLACEMENT OF SUPPLEMENTAL GRAVED WITHIN THE EXISTING ROAD FOOTPRINT MAY OCCUR.
EXISTING ROAD MAJOR UPGRADE --GRADING AND ADDITION OF GRAVEL WITHIN AN EXPANDED FOOTPRINT TO OCCUR
ALONG THE MAJORITY OF THE ROAD. THE ROAD FOOTPRINT POST—CONSTRUCTION MAY EXCEED THAT EXISTING
PRECONSTRUCTION.
PROPOSED NEW ACCESS ROAD --CLEAR VEGETATION, GRADE, AND ADD GRAVEL ALONG FULL LENGTH OF A NEW ROAD.
Perennial Stream: has flowing water year round during a typical year. The water
table is located above the stream bed for most of the year. Groundwater is the
primary source of water for stream flow. Runoff from rainfall is a supplemental
source of water for stream flow.
Intermittent Stream: has flowing water during certain times of the year, when
groundwater provides water for stream flow. During dry periods, intermittent
streams may not have flowing water. Runoff from rainfall is a supplemental
source of water for stream flow.
Ephemeral Stream: has flowing water only during, and for a short duration after,
precipitation events in a typical year. Ephemeral stream beds are located above
the water table year round. Groundwater is not a source of water for the stream.
Runoff from rainfall is the primary source of water for stream flow.
Point Feature Naming Protocol
Initial County Field Crew Feature Number and Habitat Type Point type
Identifier Letter
Wetland Data Point
001e, 001s, 001f
w county crew letter 001e1, 001e2, 001e3 ... (nli)Itopl� _tiv(tivetland pont)
code (a, b, c...) components of a similar type in _u (upland point)
complex)
Waterbody Data Point
Same as waterbody line or polygon
Non -Water Points
no county crew letter
code (a, b, c---)
Seep or Spring Points
P
county crew letter
code (a, b, c... )
Number
1, 2.' .
(only for multiple data points
in single wetland type)
001, 002, 003-.. 1 n/a I n/a
001, 002, 003-.. I n/a n/a
Line and Polygon Feature Naming Protocol
Initial identifier
County
Field Crew Letter
Feature Number and Habitat Type
Wetland Polygons
w (wetland)
county code
crew letter (e -g- a, b, c)
001e, 001s, 001f
001e1, 001e2, 001e3 ---(multiple components of a similar
type [for example, two PEM components of a complex])
Waterbody Lines and Polygons
s (stream)
o (open water)
county code
crew letter (e.g-, a, b, c)
001, 002, 003
Noxious Weed Infestation Polygons
x (noxious weed)
county code
crew letter (e.g. a, b, c)
001, 002, 003
T&E Species Suitable Habitat Polygons
h (habitat)
county code
crew letter (e.g. a, b, c)
001, 002, 003
SYM. I DATE I BY I REVISION INFORMATION
10/20/2017
CM
ISSUED IN RESPONSE to NCDEQ COMMENTS RECIEVED ON SEPTEMBER 15, 2017 (SUPERCEEDS REVISIONS FROM OCTOBER 6, 2017)
10/06/2017
CM
ISSUED IN RESPONSE to NCDEQ COMMENTS RECIEVED ON SEPTEMBER 15, 2017 (SUPERCEEDS REVISIONS FROM SEPTEMBER 21, 2017)
09/27/17
EB
ISSUED IN RESPONSE to NCDEQ COMMENTS RECIEVED ON SEPTEMBER 15, 2017
08/01/17
EB
ISSUED IN RESPONSE to NCDEQ COMMENTS
PROJECT/TASK I APP.
DRAWN:
CM 10/20/2017
CHECKED:
SR 10/20/2017
APP. FOR BID:
APP. FOR CONST.:
SCALE:
LICENSE #P-1223
ERM NC, INC.
15720 BRL1,1[AM HILL AVENUE-, SUITE 120
CHARLOTTE, NORTH CAROLINA 28277
(7014) 541-8345
AS NOTED
Atlantic Coast Pipeline, LLC
925 White Oaks Blvd. Bridgeport, West Virginia 26330 / 681-842-8000
TITLE: ATLANTIC COAST PIPELINE
EROSION AND SEDIMENT CONTROL LEGEND
DISTRICT: COUNTY. STATENC GROUP DWG. NO. REV.
DIRiFILE: ACP\North Carolina\Details 1 OF 1 0

r
i
(F $.ON
4 rA81r, TO K N' AW171T IM"D
w1Dl •r 14 r*hcm
jr
�c
4`Br TCENMOMWACT94CK-LL
l 7090
SIDE VIEW
GMM Band f-- 'r mx C C =1
FRONT ELEVATION
3:�1a4:r 5'119
Iraljry - (Afi kD_hE
I / -
acliom C4
'l�Ili9 C11C
POST OAK
�,; R 14• x�.I
M MUAL DU SITYI
REPA1R OEEIAIL
ATTA:>4W3TVP* 9LT FEA21L
VIev-, ,MGSYU=
ita P ■o
Wr
0 W Ol" Nall
rN: tw PW or u
It""m
svult 1JN 1711 EI
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PLAN VIEW
NOTES:
1. PRIORITY 1 — GREEN BAND BELTED SILT RETENTION FENCE SHALL BE INSTALLED UPGRADIENT OF
WATERBODIES, WETLANDS, AND OTHER SENSITIVE RESOURCES.
2. USE OF BSRF PRIORITY 1 AND 2 IN OTHER AREAS WILL BE AT THE DISCRETION OF THE OWNER.
3. IF BSRF DOES NOT PERFORM TO SPECIFICATIONS, THEN STANDARD SILT FENCE WILL BE USED.
MAINTENANCE NOTES:
1. INSPECT SEDIMENT FENCES AT LEAST ONCE A WEEK AND AFTER EACH RAINFALL. MAKE ANY
REQUIRED REPAIRS IMMEDIATELY.
2. SHOULD THE FABRIC OF A SEDIMENT FENCE COLLAPSE, TEAR, DECOMPOSE OR BECOME
INEFFECTIVE, REPLACE IT PROMPTLY.
3. REMOVE SEDIMENT DEPOSITS AS NECESSARY TO PROVIDE ADEQUATE STORAGE VOLUME FOR THE
NEXT RAIL AND TO REDUCE PRESSURE ON THE FENCE. TAKE CARE TO AVOID UNDERMINING THE
FENCE DURING CLEANOUT.
BELTED SILT RETENTION FENCE (BSRF)
PRIORITY 1 - GREEN BAND
NOT TO SCALE
SOIL DIVERSION BERM OR COMPOST FILTER
SOCK FOR TEMPORARY WATERBAR (SEE SOIL
18" MIN. AFTER DIVERSION BERM AND COMPOST FILTER SOCK
COMPACTION DETAILS, THIS SHEET), SOIL DIVERSION BERM
FOR PERMANENT WATERBAR.
6' MIN.
PIPELINE AFTER COMPACTION
TRENCH
_00
TRENCH SPOILS \
FINAL
WELL S�-��� Q/1 \ (TYP.) BSLOPE REAKER GRADE
VEGETATED f
AREA �� (TYP.)
SPACING OF WATERBARS
A SECTION A - A'
(IN ACCORDANCE WITH
CONSTRUCTION At
ALIGNMENT SHEETS) \
TYPICAL LOCATION OF SEDIMENT
BARRIER (IF REQUIRED, SEE PROPOSED
NOTE 5) R.O.W.
NOTES: �!
1. TEMPORARY SLOPE BREAKERS SHALL BE INSTALLED UPON INITIAL DISTRUBANCE OF THE SOIL. PERMANENT WATERBARS
SHALL BE INSTALLED AFTER THE TRENCH HAS BEEN BACKFILLED. SOIL SHOULD BE STABILIZED WITHIN 7 DAYS, SEE DETAIL
SHEET 9 FOR MORE INFORMATION.
2. WATERBARS SHALL NOT DISCHARGE TO THE OPEN TRENCH AND SHOULD BE ALIGNED SO THAT DISCHARGES DO NOT FLOW
BACK ONTO THE RIGHT—OF—WAY. RUNOFF SHALL BE DIRECTED TO THE DOWNSLOPE SIDE OF THE DISTURBED AREA.
3. SLOPES GREATER THAN 30% MAY REQUIRE THE INSTALLATION OF A PARALLEL COLLECTION DITCH AND SEDIMENT TRAP AT
THE BOTTOM OF THE SLOPE IN PLACE OF WATERBARS.
4. WATERBARS MUST BE INSTALLED AT ALL PUBLIC ROADWAY AND RAILROAD CUT SLOPES.
5. IF A SUITABLE VEGETATIVE FILTER STRIP DOES NOT EXIST AT THE POINT OF DISCHARGE FOR ANY WATERBAR, A SEDIMENT
BARRIER SHALL BE PROVIDED (E.G., FILTER SOCK, SILT FENCE, OR SOIL DIVERSION BERM, SEE DETAILS, THIS SHEET).
MAINTENANCE NOTES:
1. PERIODICALLY INSPECT RIGHT—OF—WAY DIVERSIONS FOR WEAR AND AFTER EVERY HEAVY RAINFALL FOR EROSION DAMAGE.
IMMEDIATELY REMOVE SEDIMENT FROM THE FLOW AREA, AND REPAIR THE DIKE. CHECK OUTLET AREAS AND MAKE TIMELY
REPAIRS AS NEEDED. WHEN PERMANENT ROAD DRAINAGE IS ESTABLISHED AND THE AREA ABOVE THE TEMPORARY
RIGHT—OF—WAY DIVERSIONS IS PERMANENTLY STABILIZED, REMOVE THE DIKE, FILL THE CHANNEL TO BLEND WITH THE
NATURAL GROUND, AND APPROPRIATELY STABILIZE THE DISTURBED AREA.
TYPICAL WATERBAR AND TEMPORARY SLOPE BREAKER DETAIL
I GENERAL NOTES AND COMMENTS:
NOT TO SCALE
SYM. DATE BY
T
26"
22"
1 V TO TOE
OF SLOPE
FABRIC TO BE 24" ABOVE GROUND
WITH "J" IN TRENCH
26" 24 F
LOW
8"
7[4-
z 8"4'
TOE IN AND COMPACT BACKFILLBACKFILL
SIDE VIEW
Black Band 6' MAX O.C.
FRONT ELEVATION
BONDING STRIP
4 STAPLES
(1"x1 ")
GROUND LINE
�I BOTTOM OF
F��II TRENCH LINE
POST OAK
REPAIR DETAIL
ATTACHING TWO SILT
WHEN TRENCHING IS
IM THE ENo IM
1M
W ONE FENCE NSIX
NE EID POST OF "NIE
am nam
ROTATE 9= POST AT
LEAST IN A
cuxx m ONECIICN
TO pEAIEAIE A NOHT
SEAL NRH THE FABRIC
MATERIAL
NOON W MW NATER DW WFN NM
1 i i ABOUT 12 NM NTO
7W F ANB
S
BURY THE FLM N A
111m
PLAN VIEW
BELTED SILT RETENTION FENCE (BSRF)
PRIORITY 2 - BLACK BAND
z
4' MAXSTAKE i MIN.
f TY�I ` r- SEDIMENT LOG
,
It 11 11
EI 11 Bill Ime e EE.�
FLAT, LEVEL AREA) L— AASKTO 1157
FREE OF QEWS STONE
FRONT VIEW
SEDIMENT LOG
NOT TO SCALE
2" x 2' x W (t 3Ar) VVOOI?
STAKE OR EOUIVAI"ENT
SHEET FLOW
COMPACTEDBACtCFILL MATERIALZ UNDISTURBED
� GI~tottNCi
FLAT, LEVEL AREA FREE OF DEBRIS �+
ELEVATION VIEW
7
Z*x2'x48'(1&8')W000
STAKE OR EQUIVALENT -
SEDIMENT LOG
FLAT
�__.. 0
AASWO 057 STONE
PLAN VIEW
MAINTENANCE NOTES:
1. SEDIMENT FILTER LOGS SHALL BE INSPECTED WEEKLY AND AFTER EACH
RUNOFF EVENT. SEDIMENT DEPOSITS SHALL BE CLEANED FROM THE LOG
WHEN IT REACHES HALF THE HEIGHT OF THE LOG. DAMAGED FILTER
LOGS SHALL BE REPLACED WITHIN 24 HOURS OF INSPECTION. A
SUPPLY OF FILTER LOGS SHALL BE MAINTAINED ON SITE FOR THIS
PURPOSE.
2. COIR LOGS TO BE REMOVED FROM ALL WETLANDS AT THE COMPLETION
OF CONSTRUCTION ACTIVITIES.
COIR LOG DETAIL
REVISION INFORMATION
NOT TO SCALE
PROJECT/TASK I APP.
4
10/20/2017
CM
ISSUED IN RESPONSE to NCDEQ COMMENTS RECIEVED ON SEPTEMBER 15, 2017 (SUPERCEEDS REVISIONS FROM OCTOBER 06, 2017)
3
10/06/2017
CM
ISSUED IN RESPONSE to NCDEQ COMMENTS RECIEVED ON SEPTEMBER 15, 2017 (SUPERCEEDS REVISIONS FROM SEPTEMBER 21, 2017)
2
09/21/17
CM
ISSUED IN RESPONSE to NCDEQ COMMENTS RECIEVED ON SEPTEMBER 15, 2017
1
08/01/17
EB
ISSUED IN RESPONSE to NCDEQ COMMENTS
0
03/09/17
JR
ISSUED FOR PERMITTING
�000,�p
00' MIN. PUBLIC STREET
f ) pg 0OOOpp�
a 6" MIN. THICKNESS FILTER FABRIC UNDER STONE
EXISTING GROUND Q
100' MIN.
O O O Off'
0 0 �
o Opo O
18' MIN. �� PUBLIC STREET
O O o OO V o OO O
o �a 0 p p ��
GENERAL NOTES:
1. A STABILIZED PAD OF WASHED STONE SHALL BE LOCATED WHERE TRAFFIC WILL BE ENTERING OR LEAVING A
CONSTRUCTION SITE TO OR FROM A PUBLIC STREET.
2. STONE TO BE SURGE STONE OR 2"-3" RAILROAD BALLAST
3. THE ENTRANCE SHALL BE MAINTAINED IN A CONDITION WHICH WILL PREVENT TRACKING OR FLOWING OF SEDIMENT
ONTO PUBLIC STREETS OR EXISTING PAVEMENT. THIS MAY REQUIRE PERIODIC TOP DRESSING WITH ADDITIONAL
STONE AS CONDITIONS DEMAND AND REPAIR AND/OR CLEANOUT OF ANY MEASURES USED TO TRAP SEDIMENT.
4. ALL SEDIMENT SPILLED, DROPPED, WASHED OR TRACKED ONTO PUBLIC STREETS MUST BE REMOVED IMMEDIATELY.
5. WHEN NECESSARY, WHEELS MUST BE CLEANED TO REMOVE SEDIMENT PRIOR TO ENTERING A PUBLIC STREET.
WHEN WASHING IS REQUIRED, IT SHALL BE DONE ON AN AREA STABILIZED WITH CRUSHED STONE WHICH DRAINS
INTO AN APPROVED SEDIMENT BASIN.
6. FILTER FABRIC SHALL BE MIRAFI 500 OR EQUIVALENT.
MAINTENANCE:
1. MAINTIAN THE GRAVEL PAD IN A CONDITION TO PREVENT MUD OR SEDIMENT FROM LEAVING THE CONSTRUCTION
SITE. THIS MAY REQUIRE PERIODIC TOPDRESSING WITH 2—INCH STONE. AFTER EACH RAINFALL, INSPECT ANY
STRUCTURE USED TO TRAP SEDIMENT AND CLEAN IT OUT AS NECESSARY. IMMEDIATELY REMOVE ALL
OBJECTIONABLE MATERIALS SPILLED, WASHED, OR TRACKED ONTO PUBLIC ROADWAYS.
(N. C. STD. N0. 6.06)09
TEMPORARY CONSTRUCTION ENTRANC E
BLOWN/PLACED
FILTER MEDIA, AS
NEEDED
WORK AREA
12" NOM.
WOODEN STAKES PLACED 10'
O.C. AND THROUGH MIDDLE OF
FILTER SOCK
COMPOST FILTER SOCK
AREA TO BE PROTECTED
SECTION
WOODEN STAKES PLACED 10' O.C.
AND THROUGH MIDDLE OF FILTER
SOCK (TYP.)
\ AREA TO BE
PROTECTED
WATER FLOW
COMPOST
FILTER SOCK
u
PLAN
NOT TO SCALE
WOODEN STAKES PLACED 10'
O.C. AND THROUGH MIDDLE
BLOWN/PLACED OF FILTER SOCK
FILTER MEDIA, AS r` //,--COMPOST
COMPOST FILTER SOCK (MINIMUM 12" DIAMETER)
NEEDED *, AREA TO BE PROTECTED
WORK AREA r 1....1....1.....1.. .
12" NOM.
SECTION
WOODEN STAKES PLACED 10' O.C.
AND THROUGH MIDDLE OF FILTER
SOCK (TYP.)
\\ AREA TO BE
PROTECTED
WATER FLOW COMPOST
FILTER SOCK
WORK AREA
NOTES:
1. FILTER SOCK TO BE FILTREXX SEDIMENT CONTROL SILTSOXX OR APPROVED EQUAL. FILTER MEDIA
INSIDE AND, AS NECESSARY UP—SLOPE OF FILTER SOCK, TO BE FILTREXX FILTERMEDIA OR
APPROVED EQUAL.
2. SEDIMENT SHALL BE REMOVED WHEN ACCUMULATIONS REACH 1/2 THE ABOVE GROUND HEIGHT
OF THE FILTER SOCK.
3. MINIMUM OF 12 INCHES DIAMETER.
MAINTENANCE NOTES:
1. INSPECT COMPOST SOCK WEEKLY AND AFTER EACH SIGNIFICANT RAINFALL EVENT (1/2 INCH OR
GREATER). REMOVE ACCUMULATED SEDIMENT AND ANY DEBRIS. THE COMPOST SOCK MUST BE
REPLACED IF CLOGGED OR TORN. IF CLOGGING BECOMES EXCESSIVE, THE SOCK MAY NEED TO BE
REPLACED WITH A LARGER DIAMETER OR A DIFFERENT MEASURE. THE COMPOST SOCK SHALL BE
INSPECTED UNTIL LAND DISTURBANCE IS COMPLETE AND THE AREA ABOVE THE MEASURE HAS
BEEN PERMANENTLY STABILIZED.
COMPOST FILTER SOCK
NOT TO SCALE
DRAWN:
CM 10/20/2017 Atlantic Coast Pipeline, LLC
CHECKED:
SR 10/20/2017 925 White Oaks Blvd. Bridgeport West Virginia 26330 / 681-842-8000
APP. FOR BID:
APP. FOR CONST.:
SCALE:
LICENSE #>~ TITLE. -1223 ATLANTIC COAST PIPELINE
ERM NC, INC. EROSION AND SEDIMENT CONTROL DETAILS
1 n720 BR9HAM HILL AVENUE, SUITE 120
C,HARLOM NORTH CAROLINA 28277 DISTRICT: COUNTY. STAT GROUP DWG. NO.
s7w1) 541-8345 EN C
AS NOTED DIRiFILE: ACP\North Carolina\Details 1 O F 9
REV.
1

TGp OF SILT
MUST BE AT
ABOVE THE 1
THE (MASHED
NCTESI
I. REVCYE SECIMENT THEN HALF OF STONE CUTLET IS COVERED.
7. REPLACE STONE AS NEEPE7 TO EVSURE 11EM'KTERI"IG,.
:11 T rr.,,-r
V\
?'INTO SOLI] GROLM
lu'111 `.
SECTION VIEW
3" FILTER FABRIC APRON
ON CROUND
) _ R N 6' UPPER EDGE OF
BURY WIRE FENCE t•hC q II FILTER FABRIC APRON IN TRENCH
HARDWARE CLOTH II
u
SILT FENCE OUTLET DETAIL
NOT TO SCALE
T'Y'PES OF ROAD (CROSS-SECTIONS
crrMED ML SICI
r" LOW 0101110 Vx
4X 4x
CROWNED TUIL�P'xE 54:CTIDM
FOR LOW GROUND USE WHERE
nU_ LS UNAVAILABLE
\ � I
1�
- - - ourum sEcim
FOR USE ON WODERATE SLOPE r%
AMD STABUE 50145 _
- IHSLOPE WITH DITCH SECTICN
FOR USE ON STEEP SLAPS AND
AAtAS W" POOR $01 LS r
TME CNOIra OF mm -SECTION mmos
ON 1MA M04 HL=, 3011 STApIUrT, SLAPS• ' -
111� of 11RC1lD TRAFFIC 4EiW1l4s, 1 - - - - " r ,%
CRO"ED AND DITCHED SECT70H
` , r FOR H1040 VOLUmC ROADS 090
•C STEEP SLOPES
TYPES OF ROAD CROSS-SECTIONS
NOT TO SCALE
31,M MU4 SURF"E
"Woos DITCHUNE CRAW SURIFACE
PERSPECTIVE
VIE 11-
STAMEt2E DITCH WITH
APPROPRtArE UNING SUCH
AS RIPRAP. RECP, OR CRASS
ROCK DITCH CHECKS
STEEL POST
MAINTENANCE NOTES:
10
1. INSPECT SILT FENCE OUTLETS AT LEAST ONCE PER WEEK AND
WOVEN 'AIRE FABRIC,
AFTER EACH SIGNIFICANT (0.5 -INCH OR MORE) RAINFALL
18
EVENT. MAKE REPAIRS IMMEDIATELY.
HARDWARE CLOTH---.
2. REMOVE SEDIMENT DEPOSITS AS NECESSARY TO PROVIDE
12
ADEQUATE STORAGE VOLUME FOR NEXT RAIN EVENT AND
24
RELIEVE PRESSURE ON SILT FENCE. TAKE CARE NOT TO
80
UNDERMINE FENCING DURING CLEANING.
24
3. REMOVE ALL SILT FENCE OUTLET MATERIALS AND UNSTABLE
30
SEDIMENTS AND BRING THE AREA TO SURROUNDING GRADE FILTER
OF +57
AND STABILIZE ONCE UPSTREAM AREAS HAVE BEEN PROPERLY WASHED
STONE
STABILIZED.
42
V\
?'INTO SOLI] GROLM
lu'111 `.
SECTION VIEW
3" FILTER FABRIC APRON
ON CROUND
) _ R N 6' UPPER EDGE OF
BURY WIRE FENCE t•hC q II FILTER FABRIC APRON IN TRENCH
HARDWARE CLOTH II
u
SILT FENCE OUTLET DETAIL
NOT TO SCALE
T'Y'PES OF ROAD (CROSS-SECTIONS
crrMED ML SICI
r" LOW 0101110 Vx
4X 4x
CROWNED TUIL�P'xE 54:CTIDM
FOR LOW GROUND USE WHERE
nU_ LS UNAVAILABLE
\ � I
1�
- - - ourum sEcim
FOR USE ON WODERATE SLOPE r%
AMD STABUE 50145 _
- IHSLOPE WITH DITCH SECTICN
FOR USE ON STEEP SLAPS AND
AAtAS W" POOR $01 LS r
TME CNOIra OF mm -SECTION mmos
ON 1MA M04 HL=, 3011 STApIUrT, SLAPS• ' -
111� of 11RC1lD TRAFFIC 4EiW1l4s, 1 - - - - " r ,%
CRO"ED AND DITCHED SECT70H
` , r FOR H1040 VOLUmC ROADS 090
•C STEEP SLOPES
TYPES OF ROAD CROSS-SECTIONS
NOT TO SCALE
31,M MU4 SURF"E
"Woos DITCHUNE CRAW SURIFACE
PERSPECTIVE
VIE 11-
STAMEt2E DITCH WITH
APPROPRtArE UNING SUCH
AS RIPRAP. RECP, OR CRASS
ROCK DITCH CHECKS
PIPEDIAMETER
(IN)
PIPECAPACITY
(CFS)
10
i
WL 2110001111110
.I
CWLvw
MAX GRADE
NIA91 VA0140
aw
DV7W
PS+ 1mcn w
SP -T F
GRAYICL
ROIApIMfAY
SWRrAICE
� P. /fiW V•
+IAATu oll
SIM O)IKM
D171CH LINE
CULVERT SIZING TABLE
DRAINAGEAREA
(AC)
PIPEDIAMETER
(IN)
PIPECAPACITY
(CFS)
10
15
5
20
18
9
30
21
12
50
24
18
80
27
24
100
30
29
300
36
60
500
42
85
ANCHOR POSTS MIN. 2" STEEL "U"
f%U AAIAIM C• IAI I rkir Tu
MAX. 6" CLEARANCE
ABOVE GROUND
NOTES:
INTRODUCTION
1. PROTECTIVE FENCING SHOULD BE INSTALLED TO PREVENT ACCESS TO POTENTIALLY
HAZARDOUS AREAS OF A CONSTRUCTION SITE.
CONDITIONS WHERE PRACTICE APPLIES
1. APPLICABLE TO ANY CONTROL MEASURE OR SERIES OF MEASURES, WHICH CAN BE CONSIDERED
UNSAFE BY VIRTUE OF POTENTIAL FOR ACCESS BY THE PUBLIC. THE DESIGNER, DEVELOPER,
AND CONTRACTOR SHOULD ALWAYS BE SURE THAT THE MOST APPROPRIATE TYPE OF FENCE
IS UTILIZED FOR A PARTICULAR NEED.
CONSTRUCTION SPECIFICATIONS
1. SAFETY FENCES SHOULD BE LOCATED SO AS TO CREATE A FORMIDABLE BARRIER TO
UNDESIRED ACCESS, WHILE ALLOWING FOR THE CONTINUATION OF NECESSARY CONSTRUCTION
OPERATIONS.
2. SAFETY FENCES ARE MOST APPLICABLE TO THE CONSTRUCTION OF TRAPS AND DAMS. IN USE
WITH THOSE STRUCTURES, SAFETY FENCES SHOULD BE LOCATED FAR ENOUGH BEYOND THE
OUTER TOE OF THE EMBANKMENT TO ALLOW FOR THE PASSAGE OF MAINTENANCE VEHICLES.
FENCES SHOULD NOT BE INSTALLED ACROSS THE SLOPE OF A DAM OR DIKE.
3. SIGNS NOTING POTENTIAL HAZARDS SUCH AS "DANGER" OR "HAZARDOUS AREA - KEEP OUT"
SHOULD BE POSTED AND EASILY SEEN BY ANYONE APPROACHING THE PROTECTED AREA.
4. PLASTIC (POLYETHYLENE) FENCE MAY BE USED AS SAFETY FENCING, PRIMARILY IN SITUATIONS
WHERE THE NEED IS FOR A TEMPORARY BARRIER. THE FENCE SHOULD MEET THE PHYSICAL
REQUIREMENTS NOTED IN TABLE 3.04.1.
5. SAFETY FENCES SHOULD BE INSTALLED PRIOR TO THE SEDIMENT CONTROL MEASURE BECOMING
ACCESSIBLE.
6. APPLICABLE WARNING SIGNS NOTING HAZARDOUS CONDITIONS MUST BE INSTALLED IMMEDIATELY
UPON INSTALLATION OF SAFETY FENCE.
7. CHAIN LINK FENCE SHOULD BE USED FOR PERMANENT STRUCTURES (GREATER THAN ONE
YEAR).
MAINTENANCE
1. SAFETY FENCE SHALL BE CHECKED REGULARLY FOR WEATHER-RELATED OR OTHER DAMAGE.
FENCING ANY NECESSARY REPAIRS MUST BE MADE IMMEDIATELY.
ATTACHED TO 2. CARE SHOULD BE TAKEN TO SECURE ALL ACCESS POINTS (GATES) AT THE END OF EACH
POST IN 3 WORKING DAY. ALL LOCKING DEVICES MUST BE REPAIRED OR REPLACED AS NECESSARY.
PLACES MIN.
TABLE 3.04.1 PHYSICAL PROPERTIES OF PLASTIC SAFETY
SET AT 18" INTO FENCE
D MIN.
P4RAL REQUIREMENTS
RTY
RECOMMENDED COLOR PR0�7E� INTERNATIONAL ORANGE
1. PROTECTION BARRIER SHALL BE 4' HIGH, CONSTRUCTED OF DURABLE AND
TENSILE YIELD
ASTM D638
AVERAGE 2,000 lbs.
HIGHLY VISIBLE MATERIAL (PLASTIC ORANGE CONSTRUCTION FENCE AND
SNOW FENCE MAY BE USED).
ULTIMATE TENSILE
ASTM D638
AVERAGE 2,000 lbs.
2. PROTECTION BARRIERS SHALL BE MAINTAINED THROUGHOUT THE DURATION
STRENGTH
per 4FT. WIDTH
OF THE WORK AT THE SITE.
3. ADDITIONAL WARNING SIGNS SHOULD ALSO BE PLACED ON THE FENCING AND
ELONGATION AT
ASTM D638
GREATER THAN 1000%
IN APPROPRIATE AREAS NEAR THE WORK ZONE.
BREAK(%)
CONSTRUCTION FENCE DETAIL
CHEMICAL RESISTANCE
N/A
INERT TO MOST
CHEMICALS/ACIDS
NOT TO SCALE
SAFETY FENCE
SPECIFICATIONS
o
0
�• �!�/iw1�..�3�It
s
'res �• •�: �s lirlS�R+1
J � t� � •{'f •N ���ElJ-'
Pipe Outlet to Well-defined
Channel
Fd 1:
Filter
blanket
8" X 8" X18' ROUGH OAK
TIMBER
i
01/
i
TYPICAL 4'
STEEL BAR
WETLAND TIMBER MATTING DETAIL
NOT TO SCALE
ENTRANCE PADS TO BE MADE OF
COURSE AGGREGATE (AASHTO NO. 1)
OR TIMBER SLAB WOOD (TYP.).
DIVERSION 4' TIMBERMATS 4' DIVERSION
RIDGE RIDGE
COMPACTED COMPACTED
EARTH OR STONE EARTH OR STONE
APPLY ONE LAYER (TWO LAYERS IN INET
AREAS) GEATEXTILE UNDER ENTRANCE
PADS (TYP.).
NOTES:
1. ONLY CLEARING EQUIPMENT AND EQUIPMENT NECESSARY FOR INSTALLATION OF EQUIPMENT BRIDGES MAY
CROSS WATER BODIES PRIOR TO BRIDGE INSTALLATION. LIMIT THE CROSSING OF EACH WATERBODY TO ONE
PIECE OF CLEARING EQUIPMENT.
2. INSTALL BELTED SILT RETENTION FENCE ACROSS THE DISTURBED AREA OF THE RIGHT OF WAY.
3. APPLY GEOTEXTILE UNDER ENTRANCE PADS.
4. EXCESS MUD IS TO BE REMOVED FROM THE ENTRANCE PADS AND MATS DURING CONSTRUCTION.
5. DURING FINAL CLEAN UP WHEN MATS, CULVERTS, CLEAN ROCK FILL, ETC. ARE REMOVED, INSTALL BELTED SILT
RETENTION FENCE ACROSS THE ENTIRE RIGHT OF WAY ON BOTH SIDES OF STREAM.
TEMPORARY BRIDGE CROSSING
24"
1 i
T
DEPTH OF
TRENCH
NOT TO SCALE
t
SECTION VIEW
FOAM,
STACKED CLAY,
BENTONITE OR
CONCRETE -FILLED
SACKS
r :af IA :•�. '%,' if j :. X11
', �•Vf.'., '•kVf., ."`•// ,, ° '♦'•:VLri' , , •' P•/. ..' !•: if fr, • f'• , :'-♦{•:' Vf , . fp•. •:�i �•;V✓,+, r p•. :'.{•.ffi�r, .r •. •.;'i,•:. !f{�r, • t'• . `►•:Zff , • t•. {•:i'L�, r•ff'+. 1,t. Vj, •. •. . !; . ST,RtEA.I:{: n :{!:. 4 r ,e. '!•. .r '•. ,r• •:•4,:r,vfL-,•`. •J) . -::; e.:fYLr ,,s j•.- :'{ a.•y fY,irr,�. j�•. •.'•:':fV4f- , �r •*rs•. • :.{i. Vf r , , r jr••.. •':♦•: Vfr4r. , rP'''! ..
•.'t..°4,r , '• •J: •::l.s'°r
, � J•! ,
.l- • f
, TRENCH PLUG
SPACINGV, VV".. Y,•.• V,•.
A •
.0 .04 f:ljfeo TRENCH
I
- V, V, V, V, L � V; , Y, V, V, V, Y, •. _ •Y, •. Y, •. V, •, V, '. 4,
a - rr _ _s :r ! :�" ': _ ' - - s -'f " ' �" ,f ' :• PLUGS PIPELINE
4, •. y y'•. t., .,'. 4�. �, •.• v••.• W, •,� 4,*.' 4` •'b. V..
SLO
4,*, �• IP -
" ••. • r • • - PIPE BEDDING
ELEVATION
SOURCL. WEST VIRGIN!. EROSIL AND SEDIMENT MAINTENANCE NOTES:
CONTROL FIELD MANUAL, MAY 2012 1. INSPECT RIPRAP OUTLET STRUCTURES WEEKLY AND AFTER SIGNIFICANT (1/2
SEDIMENT AND EROSION CONTROL INCH OR GREATER) RAINFALL EVENTS TO SEE IF ANY EROSION AROUND OR
FOR ACCESS ROADS AND DRIVEWAYS BELOW THE RIPRAP HAS TAKEN PLACE, OR IF STONES HAVE BEEN DISLODGED.
IMMEDIATELY MAKE ALL NEEDED REPAIRS TO PREVENT FURTHER DAMAGE.
NOT TO SCALE OUTLET PROTECTION DETAIL
NOTES:
1. REFER TO DETAIL SHEET 9 FOR ADDITIONAL INFORMATION ON THE DIRECTIONAL
DRILL METHOD.
TYPICAL WATERBODY CROSSING
DIRECTIONAL DRILL METHOD
NOT TO SCALE
NOT TO SCALE
GENERAL NOTES AND COMMENTS: SYM. DATE BY REVISION INFORMATION PROJECT/TASK APP.
10/20/2017 CM ISSUED IN RESPONSE to NCDEQ COMMENTS RECIEVED ON SEPTEMBER 15, 2017 (SUPERCEEDS REVISIONS FROM OCTOBER 06, 2017)
10/06/2017 CM ISSUED IN RESPONSE to NCDEQ COMMENTS RECIEVED ON SEPTEMBER 15, 2017 (SUPERCE EDS REVISIONS FROM SEPTEMBER 21, 2017)
09/21/17 CM ISSUED IN RESPONSE to NCDEQ COMMENTS RECIEVED ON SEPTEMBER 15, 2017
08/01/17 EB ISSUED IN RESPONSE to NCDEQ COMMENTS
03/09./2017 JR ISSUED FOR PERMITTING
PIPE INVERT
NOTES:
1. TRENCH PLUGS ARE REQUIRED AT ALL STREAM, RIVER, WETLAND, OR OTHER WATER
BODY CROSSINS REGARDLESS OF TRENCH SLOPE.
2. TOPSOIL MAY NOT BE USED TO FILL SACKS.
3. TRENCH PLUG LOCATION AND PACING SHALL BE IN ACCORDANCE WITH
CONSTRUCTION ALIGNMENT SHEETS, OR AS OTHERWISE DIRECTED BY THE ENGINEER.
TRENCH PLUG DETAIL
NOT TO SCALE
DRAWN:
CM 10/20/2017 Atlantic Coast Pipeline, LLC
CHECKED:
SR 10/20/2017 925 White Oaks Blvd. Bridgeport, West Virginia 26330 / 681-842-8000
APP. FOR BID:
ERM
#F-1.223 TITLE. ATLANTIC COAST PIPELINE
APP. FOR CONST.: ERM 1VC, INC. EROSION AND SEDIMENT CONTROL DETAILS
1;720 BRIXI IAM I IILL AVENUE, SUITE 120
C (ARLUI E, NORTH CAROLINA 28277 DISTRICT: COUNTY.- STATE: GROUP DWG. NO. REV.
S7DI) 541-83I5 N C
scA�E: AS SHOWN DIRiFI�E: ACP\North Carolina\Details 2 0 F 9

DISCHARGE
HOSPUMP
VINTAKE
WELL VEGETATED, CLAMPSOSE
GRASSY AREA PLAN VIEW
TDISCHARGE
HOSE
PUMP
WELL
VEGETATED, INTAKE
GRASSY AREA CLAMPS HOSE
ELEVATION VIEW
FILTER BAGS DETAIL
NOT TO SCALE
CONSTRUCTION NOTES:
1. FILTER BAGS MAY BE USED TO FILTER WATER PUMPED FROM
DISTURBED AREAS PRIOR TO DISCHARGING TO WATERS OF THE
COMMONWEALTH. THEY MAY ALSO BE USED TO FILTER WATER
PUMPED FROM THE SEDIMENT STORAGE AREAS OF SEDIMENT
BASINS.
2. THE PUMPING RATE SHOULD BE DETERMINED BY THE
CONTRACTOR BASED UPON THE ACTUAL AMOUNT OF
GROUNDWATER ENCOUNTERED DURING CONSTRUCTION.
PUMPING RATES WILL VARY DEPENDING ON THE SIZE OF THE
FILTER BAG AND THE TYPE AND AMOUNT OF SEDIMENT
DISCHARGED TO THE BAG.
3. FILTER BAGS SHALL BE MADE FROM NON -WOVEN GEOTEXTILE
MATERIAL SEWN WITH HIGH STRENGTH, DOUBLE STITCHED "J"
TYPE SEAMS. THEY SHALL BE CAPABLE OF TRAPPING
PARTICLES LARGER THAN 150 MICRONS.
4. A SUITABLE MEANS OF ACCESSING THE BAG WITH MACHINERY
REQUIRED FOR DISPOSAL PURPOSES MUST BE PROVIDED.
FILTER BAGS SHALL BE REPLACED WHEN THEY BECOME 1/2
FULL. SPARE BAGS SHALL BE KEPT AVAILABLE FOR
REPLACEMENT OF THOSE THAT HAVE FAILED OR ARE FILLED.
5. BAGS SHALL BE LOCATED IN WELL -VEGETATED (GRASSY)
AREAS AND DISCHARGE ONTO STABLE, EROSION RESISTANT
AREAS. WHERE THIS IS NOT POSSIBLE, A GEOTEXTILE FLOW
PATH SHALL BE PROVIDED. BAGS SHALL NOT BE PLACED ON
SLOPES GREATER THAN 5%.
6. THE PUMP DISCHARGE HOSE SHALL BE INSERTED INTO THE
BAGS IN THE MANNER SPECIFIED BY THE MANUFACTURER AND
SECURELY CLAMPED.
7. THE PUMPING RATE SHALL BE NO GREATER THAN 750 GPM
OR 1/2 THE MAXIMUM SPECIFIED BY THE MANUFACTURER,
WHICHEVER IS LESS. PUMP INTAKES SHOULD BE FLOATING
AND SCREENED.
COFFERDAMS
• ML wK 70 E or" 66
74 .r►Rb�R6 OEIIw►lallii�
or" e
ow MIw /MIIEA
JERSEY BARRIER COFFERD.4,ilf
mw 01111110 *am
OF*= ,
DO W AKA
SPOIL PILE
BELTED SILT RETENTION
FENCE (TYP.)' TOPSOIL
STANDBY
PUMP '
PUMP AND FUEL CAN
PLACED IN FLUID
CONTAINMENT BOX ' BACKHOE
TOP OF
B -
nn
_ I
STRE M
'-)A _' D or GRAVEL EL BAG CGFFEBDA 31
COFFERDAMS
NOT TO SCALE
I GENERAL NOTES AND COMMENTS:
TRENCH J
SCREkRb INLET PLUG
UPSTREAkTOPOOF BACKHOE
SANDBAGBAI
COFFERDAM I
_.
OI
�I
o�
l
0
ow/TOP SOIL
0
SPOIL
gill
TRENCH PLUG
AND BELTED SILT
RETENTION FENCE
TRENCH
TRENCH PLUG AND FILTER
SOCK
TOP
SOIL
0
I�
I�
Iw
O
Ial
10
Ld a-
5 N
Ld yl
25' MIN.
I
HOSE
50
BUFFER ZONE IS NOT TO HAVE
VEGETATION REMOVED (EXCEPT
TRENCH LINE). TREES ARE TO BE
CUT FLUSH TO GRADE. REMOVE
STUMPS ONLY IF SAFETY BECOMES
A FACTOR (BOTH SIDES OF
STREAM)
TIMBERMAT
T
� ENERGY DISSIPATOR
7(E.G., FILTER BAG)
25' MIN. �- DOWNSTREAM
SANDBAG COFFERDAM
+_ I
1 I
I
Q I
w
Of
Q
J I
w i
a ZTOP
SOIL
LPIPE WELDED, CONC.
COATED OR WEIGHTED
DRY DITCH CROSSING 2:
DAM AND PUMP DETAIL
PLAN VIEW
SLT
PIull& C)MTutlmc Shc
I�i
coasmWCnoM A
AcTIIWTY
�i
PI��iD
PIPEf.IME y�
SILT FENCE
A*SEY WRIER.
ArX.R MALT oa
Sue DSAG S CKEX 9AN K
a wL PLASnc
-DRY WORK 4RU
S,ANO
R,` PRCi+CSk:L�
PM'EUt� E
SECTION "A -A"
COFFERDAM CROSSING
NOT TO SCALE
SYM. DATE BY
vwcKo" cI STUN[ 2,-•' UWIETER
Oyu PIPE. K &"Ettlt GOAR$t AGCRE"n CAR►tITY c
6' GEL► CN' PfPi L YERTS
w PIPE OR It', SMOL 0 !QUAL ISMAPMU !WW
WN► tuftAS -ti USE OWLT LAA"
W►LAiER ti AMC"
w..
1 _ �
L�
io
sit
y�`+�fe�l. s, ��rTt1• r�r��,r.a� �I'�x* ��.' s�= aif �. �
.moi'`! �s����;�'-'',;':��rr�,;rlr:�!�`�r`+�'��'�� •''�� '
ToI
em
CULVERT STREAM CROSSING
NOT TO SCALE
CONSTRUCTION SPECIFICATIONS:
1. KEEP CLEARING AND EXCAVATION OF THE STREAM BANKS AND BED AND
APPROACH SECTIONS TO A MINIMUM
2. DIVERT ALL SURFACE WATER FROM THE CONSTRUCTION STIE ONTO UNDISTURBED
AREAS ADJOINING THE STREAM
3. KEEP STREAM CROSSINGS AT RIGHT ANGLES TO THE STREAM FLOW
4. ALIGN ROAD APPROACHES WITH THE CENTER LINE OF THE CROSSING FOR A
MINIMUM DISTANCE OF 30 FEET. RAISE BRIDGE ABUTMENTS AND CULVERT FILLS A
MINIMUM OF 1 FOOT ABOVE THE ADJOINING APPROACH SECTIONS TO PREVENT
EROSION FROM SURFACE RUNOFF AND TO ALLOW ALL FLOOD FLOWS TO PASS
AROUND THE STRUCTURE.
5. STABILIZE ALL DISTURBED AREAS SUBJECT TO FLOWING WATER, INCLUDING
PLANNED OVERFLOW AREAS, WITH RIPRAP OR OTHER SUITABLE MEANS IF DESIGN
VELOCITY EXCEEDS THE ALLOWABLE FOR THE IN-PLACE SOIL.
6. ENSURE THAT BYPASS CHANNELS NECESSARY TO DEWATER THE CROSSING SITE
ARE STABLE BEFORE DIVERTING THE STREAM. UPON COMPLETION OF THE
CROSSING, FILL, COMPACT, AND STABILIZE THE BYPASS CHANNEL APPROPRIATELY,
7. REMOVE TEMPORARY STREAM CROSSINGS IMMEDIATELY WHEN THEY ARE NO
LONGER NEEDED. RESTORE THE STREAM CHANNEL TO ITS ORIGINAL
CROSS-SECTION, AND SMOOTH AND APPROPRIATELY STABILIZE ALL DISTURBED
AREAS.
8. ANY IN -STREAM SEDIMENT CONTROL MEASURES MUST BE REMOVED UPON
STABILIZATION OF THE AREA.
MAINTENANCE NOTES:
INSPECT TEMPORARY STREAM CROSSINGS AFTER RUNOFF PRODUCING RAINS TO
CHECK FOR BLOCKAGE IN CHANNED, EROSION OF ABUTMENTS, CHANNEL SCOUR,
RIPRAP DISPLACEMENT, OR PIPING. MAKE ALL REPAIRS IMMEDIATELY TO PREVENT
FURTHER DAMAGE TO INSTALLATION.
REVISION INFORMATION I PROJECT/TASK I APP.
10/20/2017
CM
ISSUED IN RESPONSE to NCDEQ COMMENTS RECIEVED ON SEPTEMBER 15, 2017 (SUPERCEEDS REVISIONS FROM OCTOBER 06, 2017)
'
10/06/2017
CM
ISSUED IN RESPONSE to NCDEQ COMMENTS RECIEVED ON SEPTEMBER 15, 2017 (SUPERCEEDS REVISIONS FROM SEPTEMBER 21, 2017)
SR 10/20/2017QD
09/21/17
CM
ISSUED IN RESPONSE to NCDEQ COMMENTS RECIEVED ON SEPTEMBER 15, 2017
- -
08/01/17
EB
ISSUED IN RESPONSE to NCDEQ COMMENTS
ETC.
03/09/2017
JR
ISSUED FOR PERMITTING
GROUP
NOTES:
1. USE DAM AND PUMP METHOD ON NARROW WATERCOURSES WITH LIMITED STREAM FLOW TO PREVENT SEDIMENTATION AND INTERRUPTION OF STREAM
FLOW DURING CROSSING CONSTRUCTION. IF FISH PASSAGE IS A CONCERN, THIS METHOD IS NOT APPROPRIATE.
2. SCHEDULE CONSTRUCTION DURING PERIOD OF LOW STREAM FLOW.
3. SET UP PUMP AND HOSE AS SHOWN, OR USE OTHER PRACTICAL ALTERNATIVES. PUMP SHOULD HAVE TWICE THE PUMPING CAPACITY OF
ANTICIPATED FLOW. HAVE STANDBY PUMP ON SITE.
4. INSTALL UPSTREAM DAM COMPOSED OF SANDBAGS OR CLEAN GRAVEL WITH PLASTIC UNDERLINING. INSTALL DOWNSTREAM DAM IF REQUIRED TO KEEP
STREAMBED DRY.
5. EXCAVATE TRENCH AND INSTALL PIPE BY LOWERING IN UNDER HOSE. MOVE HOSE AS REQUIRED OR DISCONNECT IF TEMPORARY FLOW BLOCKAGE IS
ACCEPTABLE. BACKFILL TRENCH.
6. DISMANTLE DOWNSTREAM DAM, THEN UPSTREAM DAM. KEEP PUMP RUNNING TO MAINTAIN FLOW.
7. MONITOR DAM AND PUMP FOR PROPER OPERATION THROUGHOUT THE CROSSING INSTALLATION.
8. IN HIGH QUALITY (HQ) OR EXCEPTIONAL VALUE (EV) STREAMS, USE 12" FILTER SOCK IN PLACE OF SILT FENCE.
9. ENSURE DISTURBED AREAS ARE SEEDED AND MULCHED USING SEED MIXTURES AS SPECIFIED IN THE INCLUDED TABLE.
STREAM CROSSING RESTORATION:
1. ONCE THE SOIL EROSION AND SEDIMENT CONTROL MEASURES AND THE REQUIRED WATER FLOW CONTROL MEASURES ARE IN PLACE, CONTRACTOR CAN
PROCEED WITH TRENCH EXCAVATION.
2. ALL EXCAVATED MATERIALS THAT WILL BE USED AS BACKFILL SHALL BE PLACED IN A TEMPORARY STOCKPILE LOCATED OUTSIDE THE CHANNEL.
CHANNEL BED MATERIAL SHALL BE SEGREGATED FOR LATER USE. A SEDIMENT BARRIER SHALL BE INSTALLED BETWEEN THE STOCKPILE AND STREAM
CHANNEL.
3. COMPLETE TRENCH EXCAVATION FOR PIPELINE CONSTRUCTION, PLACE PIPELINE AND BACKFILL.
4. STREAM BANKS SHALL BE RESTORED TO PRE -CONSTRUCTION CONFIGURATIONS, AS MUCH AS POSSIBLE, AND STABILIZED.
5. RE -SEED RESTORED STREAM BANKS AT THE RATE OF 15 LBS./ACRE WITH 'RIPARIAN BUFFER MIX' BY ERNST CONSERVATION SEEDS (MIX
ERNMIX-178) OR APPROVED EQUAL.
6. RESTORED STREAM BANKS AND ADJACENT DISTURBED AREAS TO BE STABILIZED WITH APPROVED EROSION CONTROL BLANKET USING MANUFACTURER
RECOMMENDED STAPLES AND PATTERNS.
7. PLACE SALVAGED BED MATERIAL ON THE CHANNEL BED IN THE DISTURBED AREA.
SANDBAGS,
'
11111
JERSEY BARRIERS,
CHECKED:
SR 10/20/2017QD
925 White Oaks Blvd. Bridgeport, West Virginia 26330 / 681-842-8000
ROAD PLATES.
- -
23
#F-122
LICENSEATLANTIC
ERM NC, INC.
APP. FOR CONST.:
ETC.
1,720 BRaHAM HILL AVENUE, SUITE 120
LHARLOTIE, NORTH CAROLINA 28277
[phone]
SANDBAG'S
DISTRICT: COUNTY. • STATE: NC
DIRIFILE:
GROUP
D1*T
PWG
SCALE: AS SHOWN
DIRT PLUG
c
ir
77
9=V'ATO TRENO
4 i
EXCAVATED TREMCM
lu
..... ...
°
I
° POOPOSED UTILITY
E-ROSMN Ct NI"L
EROMM C4NML
MEASURES 1'4 BE
rl�CASURES TO K _
LOCATED BELOW
L.00,ATM BELOMI
APS AR'EAS
SANDBAGS
AMOACH AREAS
PLAN 1'1E 11'
A
CREEK "HK
� AC4 CCATE OR
SANDBAGS
FLU Wt PW,- MEL
CREEK DOTTOW
IPRL}aPOSEQ PIPGUNE -
SEC IJ TION
"'A -A ar
AG REGATE OR CREEK BANK
SANDBAGS
FF'LU61E PIPE
PROPOSED
PIPELINE
SECTION ON <eB B
NOTES:
1. GRUBBING SHALL NOT TAKE PLACE WITHIN 50 FT OF TOP OF BANK UNTIL ALL MATERIALS REQUIRED TO COMPLETE THE CROSSINGS ARE ON SITE AND PIPE IS READY FOR
INSTALLATION.
2. PIPE CULVERT FOR FLUME AND ACCESS ROAD MAY BE ONE CONTINUOUS PIPE.
3. WATER ACCUMULATING WITHIN THE WORK AREA SHALL BE PUMPED TO A PUMPED WATER FILTER BAG PRIOR TO DISCHARGING INTO SURFACE WATER.
4. ALL EXCESS MATERIAL SHALL BE IMMEDIATELY REMOVED FROM THE STREAM CROSSING AREA.
5. ALL DISTURBED AREAS WITHIN 50 FEET OF TOP OF BANK SHALL BE BLANKETED OR MATTED WITHIN 24 HOURS OF INITIAL DISTURBANCE FOR MINOR STREAMS OR 48 HOURS
OF INITIAL DISTURBANCE FOR MAJOR STREAMS, UNLESS OTHERWISE AUTHORIZED.
STREAM CROSSING RESTORATION:
1. ONCE THE SOIL EROSION AND SEDIMENT CONTROL MEASURES AND THE REQUIRED WATER FLOW CONTROL MEASURES ARE IN PLACE, CONTRACTOR CAN PROCEED WITH TRENCH
EXCAVATION.
2. ALL EXCAVATED MATERIALS THAT WILL BE USED AS BACKFILL SHALL BE PLACED IN A TEMPORARY STOCKPILE LOCATED OUTSIDE THE CHANNEL. CHANNEL BED MATERIAL
SHALL BE SEGREGATED FOR LATER USE. A SEDIMENT BARRIER SHALL BE INSTALLED BETWEEN THE STOCKPILE AND STREAM CHANNEL.
3. COMPLETE TRENCH EXCAVATION FOR PIPELINE CONSTRUCTION, PLACE PIPELINE AND BACKFILL.
4. STREAM BANKS SHALL BE RESTORED TO PRE -CONSTRUCTION CONFIGURATIONS, AS MUCH AS POSSIBLE, AND STABILIZED.
5. RE -SEED RESTORED STREAM BANKS USING SEED MIXTURES AS SPECIFIED HEREIN.
6. RESTORED STREAM BANKS AND ADJACENT DISTURBED AREAS TO BE STABILIZED WITH APPROVED EROSION CONTROL BLANKET USING MANUFACTURER RECOMMENDED STAPLES
AND PATTERNS.
7. PLACE SALVAGED BED MATERIAL ON THE CHANNEL BED IN THE DISTURBED AREA.
DRY DITCH CROSSING 1:
FLUME CROSSING DETAIL
NOT TO SCALE
DRAWN:
CM 10/20/2017\
11111
Atlantic Coast Pipeline, LLC
CHECKED:
SR 10/20/2017QD
925 White Oaks Blvd. Bridgeport, West Virginia 26330 / 681-842-8000
APP. FOR BID:
TITLE:
COAST PIPELINE
EROSION AND SEDIMENT CONTROL DETAILS
23
#F-122
LICENSEATLANTIC
ERM NC, INC.
APP. FOR CONST.:
1,720 BRaHAM HILL AVENUE, SUITE 120
LHARLOTIE, NORTH CAROLINA 28277
[phone]
DISTRICT: COUNTY. • STATE: NC
DIRIFILE:
GROUP
DWG. NO.
3 0 F 9
REV.
1
SCALE: AS SHOWN
ACP\North Carolina\Details

3 T1 11111
>�itunium
crn* 1'artrt>Jc
lx�tt�.,at
a CI t>�
;,' Tt 1t►inien�al+I 'I.
L I) t; itt lmnlmum
Side vie
fila pan dsi,olw• pLautM
to -4 ubs and }--&%- r..,
Flat c
a
1 n ndisunuitt
*lbp of dupe•
I ItlWh,J ss+•,iu l L1s�c
1' al I
('r4otexlik. lrr Iwwlrluty
nturrud a+ nr,41rd
r
Wgr of ruck
i:. V
Front view
.4 T`lacrnktll �llrcctluse
STl-_ O" CTTRIAL STJRIEAMBA NK STA-1-31LIZATION DETAIL
NOT TO SCALE
TYPE 1
5/8 IN, POLYPROPYLENE R^PE
1/4 IN. TIE ROPE h
I LOATA-! _N'
ECDNOMY FABRICS AVAILABLE
18 OZ. 300 LB/IN. STANDARD
NYLON R0410RCED VINYL ALL SEAMS HEAP SEALED 1/4 IN, CHAIN
(BLCW-IJP Cf SHACKLE CCNtiECTK)N)
0
TYPE II
10 (OR 22) OZ. VINYL COVERED NYLON GALVANIZED x'24 SAFETY HOOK
WATER 5/16
LOAD LNE
PVC SLOT-CCtVNECTOn SE*L S/16 MM COATED CABLE
STRESS PLATE (TO REMOVEF'LOATAnDN
I/ PRESSURE rROu FLOATS) -7
100 FT. STANDARD LENGTH FOLDS EVERY 6 FEET
ING SPE'C/FI'CA 77CWS.- ITE I ACCORDING TO NEED - -
Date
Type
DATE
Planting
Rate
Aug. 15 - Nov. 1
TaI I Fescue
300
lb. /ac,
or
7 lb. /1004 s. F.
Nov. 1 - Mor. 1
Ta l I fescue and
300
l b. /ac.
or
7 lb./1000 s. f,
Abruzzi Rye
25
l b, /ac.
or
1/2 [lo, /1000 s. F.
Mar, 1 - Apr, 19
Tall Fescue
300
Ib. /ac,
or
7 lb. /1000 s, f,
Apr. 15 - Jul. 30
Miu t Ied Common l I
I i'3Q
Ib4 /(�c,,1
or
1 lb. /1000 s. f.
10/06/2017
09/21/17
08/01/17
03/09/17
Hermudagrass
ISSUED IN RESPONSE to NCDEQ COMMENTS RECIEVED ON SEPTEMBER 15, 2017 (SUPERCEEDS REVISIONS FROM SEPTEMBER 21, 2017)
SSUED IN RESPONSE to NCDEQ COMMENTS RECIEVED ON SEPTEMBER 15, 2017
ISSUED IN RESPONSE to NCDEQ COMMENTS
ISSUED FOR PERMITTING
-
-
0�jJfp�94
J� �,•'. �1 C ��
r ' �j '
r;t� .`
�f,,1 T +.1 ''S `��`
Ju L. 15 - Aug, 15
Tali Fescue and
3010
l b. /ac,
or
7 lb./1000 s. f,
GROUP
Browntop MIL let or
35
1 b. /ac.
or
7/8 lio, /1000 s. F.
Sorghum Sudan Hybrids 30
lb. /ac.
or
3/4 Ib. /1000 s. F.
Mulch with straw applied at the rate of 95-100 Ib./10-00 S,f.
Hea+vlly mulched during
January - March period.
Apply agricultural lime
at the rate of 90 Ib./1000
s.f.
Apply 10-10-10 commercial fertilizer at the rate
of 20
Ib./1000
s.f,
Tack: Asphalt tie down
- 225 gal./ac.
' fEQBED PREPARA77ON Na7FS
1. Surface water control measures to be Installed
according to plan.
2 Areas to be seeded shall be ripped and spread
with available topsoil 3" deep.
'. Loose rocks, roots and other obstructions shall
be removed from the surface so that they will
not interfere with establishment and maintenance
of vegetation. Surface for final seedbed
preparatlon, at (finish grades shown, shall be
reasonably smooth and uniform.
4. If no soil test is taken, fertilizer and lime to
be according to seeding speclflcatlons above.
In addition, provide 15 lbs./11300 s.f. of super-
phosphate.
5, If soil test is taken, provide fertilizer and
lime according to soil test report.
S. Fertilizer and lime shall be applied uniformly
and mixed with the soil during seedbed prepar-
ation.
7. Additional erosion control measures may be
required depending on field conditions.
f3, Mulch to be tacked or mechanically tied down
within two days after mulch Is spread.
9_ Buffer zones to be used only as specificolily
denoted on plans.
10. Borrow end fill to be bolonced on site.
EEDING AND MULCHING
r• �,
SCIL ANENDUENTS
APPLY LIME AND FERTILIZER ACCORDING TO SOIL TESTS, OR APPLY 4,000 LB/ACRE
GROUND AGRICULTURAL UWESTONE AND 1,000 LB/ACRE 10-10-10 FERTILIZER.
MULCH
APPLY 4,000-5400 LB/ACRE GRAIN STRAW. OR EOUIYAlENT COVER OF ANOTHER
SUITA13LE MULCHPIG MATERIAL ANCHOR MULCH BY TACKING WITH ASPHALT. ROVING.
OR NETTING. NETTING IS 111E P'REFERRE0 ANCHORING YETHOO ON STEED SLOPES,
MAINTENANCE
REIFERTLIZE IM TF{ SECOND YEAR UINL. SS GROWTH 15 FULLY APi WATE. MAY BE
MOWED ONCE OR TWICE A YEAR, BUT MOw1WG Is NIOT NECESSARY. RESEED,
FEATIULE, AND MULCH DAMAGED AREAS wmcNmELY.
SEEDING SCHEDULE DETAIL
NOT TO SCALE
T/
EE SEED MIXES, SOIL AMENDMENTS, AND MULCH SPECIFICATIONS SPECIFIED IN THE ACP RESTORATION AND REHABILITATION PLAN.
SEEDBED PREPARATION: AREAS TO BE SEEDED SHALL BE DISKED TO A DEPTH OF 4 -IN TO 6 -IN WHENEVER FEASIBLE, AND
SMOOTHLY GRADED.
IN TOPSOILED AREAS, SOIL TO BE REDISTRIBUTED EVENLY AND STABILIZED PRIOR TO SEEDING.
STABILIZATION MEASURES SHALL BE INITIATED AS SOON AS PRACTICABLE IN PORTIONS OF THE SITE WHERE CONSTRUCTION
ACTIVITIES HAVE TEMPORARILY OR PERMANENTLY CEASED, BUT IN NO CASE MORE THAN 21 DAYS AFTER THE CONSTRUCTION
ACTIVITY IN THAT PORTION OF THE SITE HAS PERMANENTLY CEASED.
WHERE THE INITIATION OF STABILIZATION MEASURES WITHIN 7 DAYS AFTER CONSTRUCTION ACTIVITY TEMPORARILY OR
PERMANENTLY CEASES IS PRECLUDED BY SNOW COVER, STABILIZATION MEASURES SHALL BE INITIATED AS SOON AS
CONDITIONS ALLOW.
WHERE CONSTRUCTION ACTIVITY WILL RESUME ON A PORTION OF THE SITE WITHIN 21 DAYS FROM WHEN ACTIVITIES CEASED
(E.G., THE TOTAL TIME PERIOD THAT CONSTRUCTION ACTIVITY IS TEMPORARILY HALTED IS LESS THAN 21 DAYS), THEN
STABILIZATION MEASURES DO NOT HAVE TO BE INITIATED ON THAT PORTION OF THE SITE BY THE SEVENTH DAY AFTER
CONSTRUCTION ACTIVITIES HAVE TEMPORARILY CEASED.
AREAS WHERE THE SEED HAS FAILED TO GERMINATE ADEQUATELY (UNIFORM PERENNIAL VEGETATIVE COVER WITH A DENSITY
OF 70%) WITHIN 30 DAYS, SEEDING AND MULCHING MUST BE RE -SEEDED IMMEDIATELY, ORAS SOON AS WEATHER PERMITS.
STRESS BAND 57RESS PLATE 5/16 IN, CHAIN
BALLAST do LOAC LINE
T OJ ILRABIDIT Y C OJ IRITAI N DETAIL
NOT TO SCALE
NOTES:
1. WATER PUMPED OUT OF TRENCH SHALL NOT BE DISCHARGED INTO WATERWAYS. WATER SHALL
BE DISCHARGED INTO A FILTER BAG OR DEWATERING STRUCTURE.
2. PUMP SHALL BE CONTROLLED SO THAT DISCHARGE DOES NOT OVERFLOW DEWATERING
STRUCTURE.
3. PUMP SUCTION HOSE MUST NOT BE ALLOWED TO COME IN CONTACT WITH TRENCH BOTTOM.
PROVISIONS MUST BE MADE TO ELEVATE THE SUCTION HOSE TO AT LEAST ONE FOOT ABOVE
THE BOTTOM OF THE PIPE TRENCH UNTIL BOTTOM DEWATERING IS NECESSARY.
4. DEWATERING SHALL NOT OCCUR DURING TIMES OF HEAVY RAINFALL EXCEPT AS REQUIRED TO
PREVENT FLOODING OF CONSTRUCTION EQUIPMENT LOCATED IN BORE PITS AND TRENCHES.
5. PUMPS UTILIZED DURING DEWATERING SHALL BE PLACED WITHIN SECONDARY CONTAINMENT
IF POSITIONED WITHIN 100 FEET OF A WETLAND OR WATERBODY.
T'F JT NCH DE VV ATEJ`�"IJLN G DETAIL
NOT 0S SEE
ANCHOR PT
SHORELINE
LIAI S Of .
CoNSTR.
mic"noR Pr
STREAu FLOW
f
�11W
TVP.*
IN
�l(
TURBIDITY ,/
CVRTAIN /
_--� 5TAKE ON ANCHOR.
EVERY 100' (TYPtCAI)
FILL ATEA
SHORELINL
. TIHIS CASTANCE IS VARLAU r
TI'__"AL WATERS AND/OR HEAVY WIND WAVE ACTION
FL000
� - CPR
FROPOSEJ TOE
OF SLOPE
A
SHORMNE
ANCHOR PT.
THIS DISTANCE rs VARIABLE
00STNC
CAUSEWAY
ANC119R &
A.NCHOR BURY
HARRIER MOVEMLNT
DUE TO TIDAL CHANGE
FI_L AREA
SHMLNE
ANCHOR PT,
T U IRIBIDITY C OJ IRITAI N DETAIL
NOT TO SCALE
V
1.5' min.
9" m'r,
rater wotn
Plan View
12" of INICOOT #5 or #57
washed stone � 1.5'
�f
Class B Riprap •
+'.s • -� 2' max. at
` center
Filter Cloth
4 to 6
Cross-Secticn View
L = The distance such that paints
A and B are of equal elevation
CHECK DAM DETAIL
NOT TO SCALE
CONSTRUCTION SPECIFICATIONS
1. BARRIERS SHOULD BEA BRIGHT COLOR (YELLOW OR 'INTERNATIONAL" ORANGE ARE
RECOMMENDED) THAT WILL ATTRACT THE ATTENTION OF NEARBY BOATERS.
2. THE CURTAIN FABRIC MUST MEET THE MINIMUM REQUIREMENTS NOTED IN THE TABLE BELOW.
PHYSICAL PROPERTIES OF TURBIDITY CURTAIN FABRIC
Physical Propery Requirement
'Thickness, mils 45
Weight/oz./sq. yd.:
Type I 18
Type R 18 or 22
Type III 22
Grab Tensile Strength, lbs. 300
UV Inhibitor Must be included
3. SEAMS IN THE FABRIC SHALL BE EITHER VULCANIZED WELDED OR SEWN, AND SHALL DEVELOP
THE FULL STRENGTH OF THE FABRIC.
4. FLOATATION DEVICES SHALL BE FLEXIBLE, BUOYANT UNITS CONTAINED IN AN INDIVIDUAL
FLOATATION SLEEVE OR COLLAR ATTACHED TO THE CURTAIN. BUOYANCY PROVIDED BY THE
FLOATATION UNITS SHALL BE SUFFICIENT TO SUPPORT THE WEIGHT OF THE CURTAIN AND
MAINTAIN A FREEBOARD OF AT LEAST 3 INCHES ABOVE THE WATER SURFACE LEVEL.
MAINTENANCE
1. THE DEVELOPER/OWNER SHALL BE RESPONSIBLE FOR MAINTENANCE OF THE FILTER CURTAIN
FOR THE DURATION OF THE PROJECT IN ORDER TO ENSURE THE CONTINUOUS PROTECTION OF
THE WATERCOURSE.
2. SHOULD REPAIRS TO THE GEOTEXTILE FABRIC BECOME NECESSARY, THERE ARE NORMALLY
REPAIR KITS AVAILABLE FROM THE MANUFACTURERS; MANUFACTURER'S INSTRUCTIONS MUST
BE FOLLOWED TO ENSURE THE ADEQUACY OF THE REPAIR.
3. WHEN THE CURTAIN IS NO LONGER REQUIRED AS DETERMINED BY THE INSPECTOR, THE
CURTAIN AND RELATED COMPONENTS SHALL BE REMOVED IN SUCH A MANNER TO MINIMIZE
TURBIDITY. REMAINING SEDIMENT SHALL BE SUFFICIENTLY SETTLED BEFORE REMOVING THE
CURTIAN. SEDIMENT MAY BE REMOVED AND THE ORIGINAL DEPTH (OR PLAN ELEVATION)
RESTORED. AND SPOILS MUST BE TAKEN TO UPLAND AREA AND BE STABILIZED.
CONSTRUCTION SPECIFICATIONS
1. PLACE STONE TO THE LINES AND DIMENSIONS SHOWN IN THE PLAN ON A FILTER FABRIC
FOUNDATION
2. KEEP THE CENTER STONE SECTION AT LEAST 9 INCHES BELOW NATURAL GROUND LEVEL WHERE
THE DAM ABUTS THE CHANNEL BANKS.
3. EXTEND STONE AT LEAST 1.5 FEET BEYOND THE DITCH BANK TO KEEP WATER FROM CUTTING
AROUND THE ENDS OF THE CHECK DAM.
4. SET SPACING BETWEEN THE DAMS TO ASSURE THAT THE ELEVATION AT THE TOP OF THE LOWER
DAM IS THE SAME AS THE TOE ELEVATION OF THE UPPER DAM.
5. PROTECT THE CHANNEL AFTER THE LOWEST CHECK DAM FROM HEAVY FLOW THAT COULD
CAUSE EROSION.
6. MAKE SURE THAT THE CHANNEL REACH ABOVE THE MOST UPSTREAM DAM IS STABLE.
7. ENSURE THAT OTHER AREAS OF THE CHANNEL, SUCH AS CULVERT ENTRANCES BELOW THE
CHECK DAMS, ARE NOT SUBJECT TO DAMAGE OR BLOCKAGE FROM THE DISPLACED STONES.
MAINTENANCE
1. INSPECT CHECK DAMS AND CHANNELS AT LEAST WEEKLY AND AFTER EACH SIGNIFICANT (0.5
INCH OR GREATER) RAINFALL EVENT AND REPAIR IMMEDIATELY. CLEAN OUT SEDIMENT, STRAW,
LIMBS, OR OTHER DEBRIS THAT COULD CLOG THE CHANNEL WHEN NEEDED.
2. ANTICIPATE SUBMERGENCE AND DEPOSITION ABOVE THE CHECK DAM AND EROSION FROM
HIGH FLOWS AROUND THE EDGES OF THE DAM. CORRECT ALL DAMAGE IMMDIATELY. IF
SIGNIFICANT EROSION OCCURS BETWEEN DAMS, ADDITIONAL MEASURES CAN BE TAKEN, SUCH
AS INSTALLING A PROTECTIVE RIPRAP LINER IN THAT PORTION OF THE CHANNEL.
3. REMOVE SEDIMENT ACCUMULATED BEHIND THE DAMS AS NEEDED TO PREVENT DAMAGE TO
CHANNEL VEGETATION, ALLOW THE CHANNEL TO DRAIN THROUGH THE STONE CHECK DAM,
AND PREVENT LARGE FLOWS FROM CARRYING SEDIMENT OVER THE DAM. ADD STONE TO DAMS
AS NEEDED TO MAINTAIN DESIGN HEIGHT AND CROSS SECTION.
GENERAL NOTES AND COMMENTS:
SYM.
DATE
BY
REVISION INFORMATION
PROJECT/TASK
APP.
CA?0f--.
RP
¢
DRAWN:
CM 10/20/2017
El
Atlantic Coast Pipeline, LLC
CHECKED:
SIR 10/20/2017
925 White Oaks Blvd. Bridgeport West Virginia 26330 / 681-842-8000
Z
10/20/2017
CM
ISSUED IN RESPONSE to NCDEQ COMMENTS RECIEVED ON SEPTEMBER 15, 2017 (SUPERCEEDS REVISIONS FROM OCTOBER 06, 2017)
APP. FOR BID:
TITLE:
ATLANTIC COAST PIPELINE
EROSION AND SEDIMENT CONTROL DETAILS
10/06/2017
09/21/17
08/01/17
03/09/17
CM
CM
EB
JR
ISSUED IN RESPONSE to NCDEQ COMMENTS RECIEVED ON SEPTEMBER 15, 2017 (SUPERCEEDS REVISIONS FROM SEPTEMBER 21, 2017)
SSUED IN RESPONSE to NCDEQ COMMENTS RECIEVED ON SEPTEMBER 15, 2017
ISSUED IN RESPONSE to NCDEQ COMMENTS
ISSUED FOR PERMITTING
-
-
0�jJfp�94
J� �,•'. �1 C ��
r ' �j '
r;t� .`
�f,,1 T +.1 ''S `��`
LICENSE #F-1223
�� NC, INC.
15720 BRLNHA.M HILL AVENUE, SUITE 120
CIIARLOM NORTH CAROLINA 29277
{709)541-8345
2
APP. FOR CONST.:
z
DISTRICT: COUNTY. STATE: AIC
DIwFILE. ACP\North Carol ina\Details
GROUP
DWG. NO.
4 OF 9
REV.
1
�0
SCALE: AS
SHOWN

RIPARIAN TEMPORARY SEEDING
Common Name
Rye grain
Wheat
German millet
Browntop millet
Scientific Name
Secale cereale
Triticum aestivum
Setaria italica
Urochloa ramosa
Rate per
Acre
Mountains
30 lbs Aug- 15 - May 15
30 lbs Aug. 15 - May 15
10 lbs May 15 -Aug. 15
10 lbs May 15 -Aug. 15
RIPARIAN PERMANENT SEEDING
Optimal Planting Dates
Piedmont
Aug. 15 -May 1
Aug. 15 - May 1
May 1 - Aug. 15
May 1 - Aug. 15
Coastal Plain
Aug. 15 - Apr -15
Aug. 15 - Apr -15
Apr. 15 - Aug_ 15
Apr. 15 - Aug. 15
PIEDMONT REGION
' Pick at least four species. including one from each type.
GENERAL NOTES AND COMMENTS:
SYM.
DATE
BY
Percentage of
Optimal Planting
Soil Drainage
Shade
Gor,,-non Kine
8ckrttit9c Mame
Cultivars
Ty"'
MIX
Dates
Ad ap %on
Tolerance
Height
Swit hgrass
Parte %irgalw
Blad¢wei - wEl dair
03/09/17
JR
Sheltw-well drai k
j0
tL-,J�t,
�-C 1
�Lr. V - ��- +
cul*er
yi►.�'Co
� WVr
6
Kanlaw - poorly drained
&n on
Dependent
C athage - well drared
_-m thgrass
'ar cum mrgaturn
V O,a,7
Culbw
Alarm- pccr y4air-�ed
Season
5%
� •
Dec. t - MDependent
P'car
6
I­_,arl3rass
S0ftjh <SL
co --
Alpail.,-craire:
'Warm
.',ell -drained tb
Indrangrass
rMJlie
RrBTseY, eYen _
e. Cheyenne ne
Saran
°
Dec. 1- Apr- i
� ulg�lxty
Poo r
t
lndrarrgrase
So*whrn
Ruelee1v'0e}Cheye n@
Vbrm
We"rained Ila
lndraigrasi'
SmVastnata
&e7
10-30%
Dec -1 -May',
Viell-drained tc
Pcor
-
nutans
Lorneta
Season
im
Dec. 1 - May 1
Droughty
POW
6
ngue
Dk han[uMium
L011111111111a
Vbrm
Ply-d4rwf b
orou h
Sig BlLes�m
Ardmpogon
5-25'�3
Dec. 1 - �pr_'
YcderaDe�
clandesMum
Tioga
Season
1 �
Droughty
Poor
8lg sue ft
Andrlapogm
g�rtlrr
Vbrm
Seasor.
Wall -d rarr*d to
Droug
rardii
Roundtw_ K3w. EaM
Saaatln
Warm
10.30!1
Droughty
Wd-drained b
-
Lille Blue-slem
khhwhydum
scopenurn
tit*M
Season
W1�all�trarr�d to
Droughty
10-30%
Dec. ' - .=fir.
r'cvr
wourn
parl
cliffs iron
Season
1.10%
Droughty
Moderaie
5
- ;, ", , Abodreed
Cinna arnndinacea
A'a rm
Season
Pood)y -c raj ned it
Wei -drained
1-1 D%
Dec. 1- Apr. '
Dec. 1-Apr.1
hlcderaGe
5
Sweet ftodreed
CAm. a &-urionacea
Leersia aides
Season
Season
WdIrwed
Raft
V5'arn
_
Lkc.1-Apr.'
Fkrorty�arr�ed
Poor
5
Rice C.uigrass
Le�ersra orpNdes
Panicua ri idulum
Season
Season
Beaked
Warr,
ftm
Dec. t -Apr.1
11411111-,traened
Poor
3.5
Re:rp Panrcxass
Parocurn dgidulurn
Parricura arnceps
Sea�_can
Season
Easlem
Tripslllcum
Warr
Warm
V*Wrwed b
Beaked Panicgrass
Par»cum anceps
Season
10- ,, -
'ec , -4c,
Pbodr-pained
Moderate
3.5
4S
Gammagrass
da fries
M3rm
5-1 Cry
. e -
Well-tnarned m
Pyr
5 2.
Plurplie by
Taderu liar
,Season
r �.
� Adm
Droughty
Vied b
Easlem
Tripeeeum
Warr
5.106
Alell-drained to
Poor
Gwmagrass
dactyloides
T ridens flaws
Seaga
5 -1 C''v
�;
Poo"ined
Fbor
Chasmanihiurn
Chasmantrium
Cad
Cold
Feb. 15-Aw.1,
Well -drained to
Well4rwed b
1-10%
1.10%
Moderate
d
Inman W1bo6oats
hkrlium
latifoium
Season
Season
Aug. 15 -OCE is
Drougtttyr
h
roughtY
Cold
Cold
F& IS -Ax. 1.
1dM�^ Wrained b
Weldailmd b
Virginia Aildrm
Elyrnusvlrgnicus
Su
`
Aug.15-Oct.15
Drought"
Drou
ftla�erabe
3
Eastem Bole-
Virginia Wldr)e
Elf nus wrgirrjs
Cold
Season
F eb-15 -Apt-1.
m
5-10%hlc-dera0e
Feb. 15 - Mar. X.
3
brush Grass
Ely nus hv. stnx
Season
Aug. 15 -Oct 15
pmmhty
Pborlaired
Poor
Rough Senn rass
miosis s+cGora
Cold
Season
Feb. 15 - Apt_ 1,
Sep. 1- Noq,1
1 �,Zt} %
1.10%
nerd
Poor
n
''} /y
ROLgh Bent-'dC.�
rodgsKabra
Juncus ettsus
Season
Aug. 15 - Oct. 15
Cold
Ykiland
Feb. 15 -Apt. 1.
Dec. 1- Apr. 15
Poo*rained
Poor
3
Shallaw Sedge
Carex iurida
2-5%
1f V69 drained
hl cde rape
3.5
Urter f3enlgtan
Agmds hysimalrs
Season
Neland
Aug. IS -Oct 15
Dec.1- kr. 15
Poon rained
Phar
3
Fox Sedge
Carex +UcinWea
Dw. I -flay 1,
Soft Rush
emus
UYbrYntl
1-1094
S".1- Nov.1
pao"ir5ed
Poor
Poor
2
L@*ery Rush
lJuncus ccklacr}Js
Dec. 3 -IMlay 1.
VMeMsrrd
1-10%
Pba"ned
Phar
3
Shallow Sedge
tsxWlIdla
Sep_ 1- Nov.1
Dec.1 - May 1.
+11,re1larld
140%
Poo"rned
Poor
3
Fox Sedge
Cammulpincidsa
Sep -1 - Nov -1
-
Doc. 1-1Mi1� 1,
Lea'toery Rush
juncusema.-eus
Vwedand
2
SW 1 _Moot 1
Poorfiy-drrair�e�
Poor
' Pick at least four species. including one from each type.
GENERAL NOTES AND COMMENTS:
SYM.
DATE
BY
Percentage of
Optimal Planting
Soil Draifw9e
Shade
Cormrmn Name
10/20/2017
CM
Type'
10/06/2017
CM
L
09/21/17
CM
Swit hgrass
08/01/17
EB
03/09/17
JR
RIPARIAN PERMANENT SEEDING COASTAL REGION
* Only Lometa in eastern coastal plain (Plant Hardiness Zone 8).
Pick at least four species, including one from each type.
REVISION INFORMATION
ISSUED IN RESPONSE to NCDEQ COMMENTS RECIEVED ON SEPTEMBER 15, 2017 (SUPERCEEDS REVISIONS FROM OCTOBER 06, 2017)
ISSUED IN RESPONSE to NCDEQ COMMENTS RECIEVED ON SEPTEMBER 15, 2017 (SUPERCEEDS REVISIONS FROM SEPTEMBER 21, 2017)
ISSUED IN RESPONSE to NCDEQ COMMENTS RECIEVED ON SEPTEMBER 15, 2017
ISSUED IN RESPONSE to NCDEQ COMMENTS
ISSUED FOR PERMITTING
PROJECT/TASK I APP.
, t t„ 111 11", %0 CARO
p2 94
RIPARIAN SEEDBED PREPARATION
1. Disturbed soils within riparian areas must be amended to provide an optimum environment for seed
germination and seedling growth. The surface soil must be loose enough for water infiltration and root
penetration. The pH of the soil must be such that it is not toxic and nutrients are available. Riparian areas are
generally considered rich in nutrients due to flooding and deposition, however, these areas can be highly
variable (i.e., narrow steep corridors in the mountains, artificial fill material on top of alluvial floodplains in the
Piedmont). Soil analysis should be performed to determine nutrient and lime needs of each site. Appropriate
levels of phosphorus and potassium are critical for permanent seed establishment. Appropriate pH levels are
between 5.5 and 7. Riparian buffers regulated for nutrient management may be limited to a single application
of fertilizer. Construction activities within the riparian area can greatly compact soils. Suitable mechanical
means such as disking, raking, or harrowing must be employed to loosen the compacted soil prior to
seeding.
MAINTENANCE
1. MANY OF THE RECOMMENDED PERMANENT GRASS SPECIES MAY REQUIRE TWO YEARS FOR
ESTABLISHMENT, DEPENDING ON THE SITE CONDITIONS. INSPECT SEEDED AREAS FOR FAILURE
AND MAKE NECESSARY REPAIRS, SOIL AMENDMENTS, AND RESEEDINGS. IF WEEDY EXOTIC
SPECIES HAVE OVERTAKEN THE AREA AFTER THE FIRST GROWING SEASON, THE INVADING
SPECIES MUST BE ERADICATED TO ALLOW NATIVE SPECIES TO GROW. NATIVE VEGETATIONS
ARE DIFFICULT TO MANAGE AND TAKE LONGER TO ESTABLISH. MONITOR THE SITE UNTIL LONG
TERM STABILITY HAS BEEN ESTABLISHED.
DRAWN:
CM 10/20/2017
CHECKED:
SR 10/06/2017
APP. FOR BID:
I APP. FOR CONST.
SCALE:
LICENSE #F-1223
ERM NC, .INC.
15720 BRLNHAM HILL AVENUE, SUITE 129
CHARLOTTE, NORTH CAROLINA 28277
{709)591-6345
AS SHOWN
Atlantic Coast Pipeline, LLC
925 White Oaks Blvd. Bridgeport, West Virginia 26330 / 681-842-8000
TITLE: ATLANTIC COAST PIPELINE
EROSION AND SEDIMENT CONTROL DETAILS
DISTRICT: COUNTY. STATE: NC GROUP DWG. NO. REV.
DIRiFILE: ACP\North Carol ina\Details 5 0 F 9 1
Percentage of
Optimal Planting
Soil Draifw9e
Shade
Cormrmn Name
Scientific Name
Cuftwrs
Type'
Mix
dates
Adaptation
Tolerance
Height
Swit hgrass
Rmicum uirgatlum
Slack* i- iAel draW
Shelter•-wd&aned
1N15%
Dec.l •�Ipr.1
Cimr
f'r�cr
6
Kanlow - podrltr draped
feasor
Dependent
C arth age - A &kk
SeIIt'lilr-3s3
Pa.nrcumurgaturn
V O,a,7
CJMr
Dot 1 -May t
Foci
6
co --
Alpail.,-craire:
Mayor
DependW
Indrangrass
Sorghasfim
,` T
1Q-30%
Dec -1 •fir -1
WeNraned b
Poor
6
ntrljns'
Ruelee1v'0e}Cheye n@
Seasor
oroughty
lndraigrasi'
SmVastnata
&e7
Viell-drained tc
im
Dec. 1 - May 1
POW
6
%ans'
L011111111111a
Season
orou h
Sig BlLes�m
Ardmpogon
14M
WeWralined b
1 �
Qec.1 • Apr.1
Poor
fa
g�rtlrr
Ext
Seasor.
Droug
Lille UuesL-rn
Schizach mm
Warm
10.30!1
Dec.1• 1
Wd-drained b
Poor
scopenurn
C
Season
Droughty
Alarm
ftAydairtef ho
1.10%
Dec. 1 -Apr -1
Moderaie
5
- ;, ", , Abodreed
Cinna arnndinacea
Season
Wei -drained
Waim
5.25%
Dec. 1-Apr.1
Poo*rained
POCK
5
lice Cograss
Leersia aides
Season
Raft
ftrm
10
Dec- l -Apt 1
Wt -drained
Poor
3.5
Panicgrass
Panicua ri idulum
Season
Beaked
ftm
D�ecc.1 -Apr _ 1
' Pbcrlyrdrained
Moderne
3.5
Panic ss
Parricura arnceps
Season
Easlem
Tripslllcum
Warm
V*Wrwed b
5.10%
Dec -1 -Apr 1
Poor
4S
Gammagrass
da fries
Season
Paorty drained
r �.
� Adm
Vied b
5.106
Dec_ 1 • Apr.1
Poor
2.5
Pr xple L -p
T ridens flaws
Season
Dmgh i
Chasmantrium
Cold
Feb.15 -Mar. 20.
Well4rwed b
1.10%
Model*
4
Indian "rlbodoats
latifoium
Season
.1 -Nov 1
h
roughtY
Cold
Feb. 15 - Mar. 21).
Weldailmd b
5,2: -
M�
Virginia Wldr)e
Elf nus wrgirrjs
Season
1 • Nov.Nar.1
SeipmiKA
Cold
Feb. 15 - Mar. X.
10.20%
Pborlaired
Poor
Rough Senn rass
miosis s+cGora
Season
Sep. 1- Noq,1
Vktand
1.10%
Dec. 1 -Apr. 15
Poorly.,drained
Pear
=
Sol Rush
Juncus ettsus
Ykiland
1.10%
Dec. 1- Apr. 15
Poo*rained
Poor
3
Shallaw Sedge
Carex iurida
Neland
1.10%
Dec.1- kr. 15
Poon rained
Phar
3
Fox Sedge
Carex +UcinWea
ii Ykiand
2.5 0
Dec. 1- Apr -15
Poort1II4rair*d
Poor
2
L@*ery Rush
lJuncus ccklacr}Js
* Only Lometa in eastern coastal plain (Plant Hardiness Zone 8).
Pick at least four species, including one from each type.
REVISION INFORMATION
ISSUED IN RESPONSE to NCDEQ COMMENTS RECIEVED ON SEPTEMBER 15, 2017 (SUPERCEEDS REVISIONS FROM OCTOBER 06, 2017)
ISSUED IN RESPONSE to NCDEQ COMMENTS RECIEVED ON SEPTEMBER 15, 2017 (SUPERCEEDS REVISIONS FROM SEPTEMBER 21, 2017)
ISSUED IN RESPONSE to NCDEQ COMMENTS RECIEVED ON SEPTEMBER 15, 2017
ISSUED IN RESPONSE to NCDEQ COMMENTS
ISSUED FOR PERMITTING
PROJECT/TASK I APP.
, t t„ 111 11", %0 CARO
p2 94
RIPARIAN SEEDBED PREPARATION
1. Disturbed soils within riparian areas must be amended to provide an optimum environment for seed
germination and seedling growth. The surface soil must be loose enough for water infiltration and root
penetration. The pH of the soil must be such that it is not toxic and nutrients are available. Riparian areas are
generally considered rich in nutrients due to flooding and deposition, however, these areas can be highly
variable (i.e., narrow steep corridors in the mountains, artificial fill material on top of alluvial floodplains in the
Piedmont). Soil analysis should be performed to determine nutrient and lime needs of each site. Appropriate
levels of phosphorus and potassium are critical for permanent seed establishment. Appropriate pH levels are
between 5.5 and 7. Riparian buffers regulated for nutrient management may be limited to a single application
of fertilizer. Construction activities within the riparian area can greatly compact soils. Suitable mechanical
means such as disking, raking, or harrowing must be employed to loosen the compacted soil prior to
seeding.
MAINTENANCE
1. MANY OF THE RECOMMENDED PERMANENT GRASS SPECIES MAY REQUIRE TWO YEARS FOR
ESTABLISHMENT, DEPENDING ON THE SITE CONDITIONS. INSPECT SEEDED AREAS FOR FAILURE
AND MAKE NECESSARY REPAIRS, SOIL AMENDMENTS, AND RESEEDINGS. IF WEEDY EXOTIC
SPECIES HAVE OVERTAKEN THE AREA AFTER THE FIRST GROWING SEASON, THE INVADING
SPECIES MUST BE ERADICATED TO ALLOW NATIVE SPECIES TO GROW. NATIVE VEGETATIONS
ARE DIFFICULT TO MANAGE AND TAKE LONGER TO ESTABLISH. MONITOR THE SITE UNTIL LONG
TERM STABILITY HAS BEEN ESTABLISHED.
DRAWN:
CM 10/20/2017
CHECKED:
SR 10/06/2017
APP. FOR BID:
I APP. FOR CONST.
SCALE:
LICENSE #F-1223
ERM NC, .INC.
15720 BRLNHAM HILL AVENUE, SUITE 129
CHARLOTTE, NORTH CAROLINA 28277
{709)591-6345
AS SHOWN
Atlantic Coast Pipeline, LLC
925 White Oaks Blvd. Bridgeport, West Virginia 26330 / 681-842-8000
TITLE: ATLANTIC COAST PIPELINE
EROSION AND SEDIMENT CONTROL DETAILS
DISTRICT: COUNTY. STATE: NC GROUP DWG. NO. REV.
DIRiFILE: ACP\North Carol ina\Details 5 0 F 9 1

KWtUPQ% G011nd
•',,.— "low
INLET CCCCCCCICC DETAIL
NOT TO SCALE
CONSTRUCTION SPECIFICATIONS
1. CLEAR THE AREA OF ALL DEBRIS THAT MIGHT HINDER THE EXCAVATION AND DISPOSAL OF
SPOILS.
2. INSTALL THE CLASS B OR CLASS I RIPRAP IN A SEMI -CIRCLE AROUND THE PIPE INLET. THE STONE
SHOULD BE BUILT UP HIGHER ON EACH END WHERE IT TIES INTO THE EMBANKMENT. THE
MINIMUM CREST WIDTH OF THE RIPRAP SHOULD BE 3 FEET, WITH A MINIMUM BOTTOM WIDTH OF
11 FEET. THE MINIMUM HEIGHT SHOULD BE 2 FEET, BUT ALSO 1 FOOT LOWER THAN THE
SHOULDER OF THE EMBANKMENT OR DIVERSIONS.
3. A 1 FOOT THICK LAYER OF NC DOT #5 OR #57 STONE SHOULD BE PLACED ON THE OUTSIDE SLOPE
OF THE RIPRAP.
4. THE SEDIMENT STORAGE AREA SHOULD BE EXCAVATED AROUND THE OUTSIDE OF THE STONE
HORSESHOE 18 INCHES BELOW NATURAL GRADE.
5. WHEN THE CONTRIBUTING DRAINAGE AREA HAS BEEN STABILIZED, FILL DEPRESSION AND
ESTABLISH FINAL GRADING ELEVATIONS, COMPACT AREA PROPERLY, AND STABILIZE WITH
CGROUND COVER.
MAINTENANCE
1. INSPECT ROCK PIPE INLET PROTECTION AT LEAST WEEKLY AND AFTER EACH SIGNIFICANT (0.5
C INCH OR GREATER) RAINFALL EVENT AND REPAIR IMMEDIATELY. REMOVE SEDIMENT AND
RESTORE THE SEDIMENT STORAGE AREA TO ITS ORIGINAL DIMENSIONS WHEN THE SEDIMENT
HAS ACCUMULATED TO ONE-HALF THE DESIGN DEPTH OF THE TRAP. PLACE THE SEDIMENT
THAT IS REMOVED IN THE DESIGNATED DISPOSAL AREA AND REPLACE THE CONTAMINATED
PART OF THE GRAVEL FACING.
2. CHECK THE STRUCTURE FOR DAMAGE. ANY RIPRAP DISPLACED FROM THE STONE HORSESHOE
MUST BE REPLACED IMMEDIATELY.
3. AFTER ALL THE SEDIMENT -PRODUCING AREAS HAVE BEEN PERMANENTLY STABILIZED, REMOVE
THE STRUCTURE AND ALL THE UNSTABLE SEDIMENT. SMOOTH THE AREA TO BLEND WITH
ADJOINING AREAS AND PROVIDE PERMANENT GROUND COVER.
I GENERAL NOTES AND COMMENTS:
T
3d(
�-La
Section
blanket
PIPE OUTLET TO NO WELL DEFINED CHANNEL
La
Filter
PIPE OUTLET TO WELL DEFINED CHANNEL blanket
OUTLET CCCCCCCICC CCCC
NOT TO SCALE
NOTES. STAKE TO SLOPE
1. EROSION CONTROL MATTING SHALL BE PLACED ON THE BANKS OF W11111 STAPLES
FLOWING STREAMS WHERE VEGETATION HAS BEEN REMOVED OR AS
0�
DIRECTED BY THE ENVIRONMENTAL INSPECTOR,
2, EROSION CONTROL MATTING SHALL MEET THE REQUIREMENTS
SPECIFIED IN THE PLAN ANDIOR AS DIRECTED BY THE
W
ENVIRONMENTAL INSPECTOR,/
�
3. STAPLES SHALL BE MADE OF AT LEAST 11 GAUGE WIRE, U -SHAPED
%7
WITH 6' �€GS AND A V CROWN. STAPLES SHALL BE DRIVEN INTO THE
GROUND FOR THE FULL LENGTH OF THE STAPLE LEGS. ALTERNATELY,
1' DIA. WOODEN PEGS 6' L ON AND BEVELED MAY BE USED TO
SECURE MATTING,
4. MATTING SHALL BE INSTALLED ACCORDING TO MANUFACTURER
SPECIFICATIONS OR AS STATED BELOW;
• EXTEND TOP OF BLANKET 2 FEET PAST THE UPPER EDGE OF
THE HIGH WATER MARK, IF A SLOPE BREAKER IS PRESENT ON
THE APPROACH SLOPE, BEGIN THE BLANKET ON THE UPHILL►
SIDE OF THE SLOPE BREAKER.
• INSTALL BLANKET(S) ACROSS THE SLOPE IN THE DIRECTION OF
THE WATER FLOW.
• ANCHOR ('KEY") THE UPSTREAM EDGE OF THE BLANKET(S) INTO
\
THE SLOPE USING A 6- DEEP TRENCH. DOUBLE STAPLE EVERY
12" BEFORE BACKFILLING AND COMPACTING TRENCH,
• OVERLAP THE EDGES OF PARALLEL BLANKETS A MINIMUM OF 6'.
PLACE THE UPPER BLANKET OVER THE LOWER BLANKET
(SHINGLE STYLE)
AND STAPLE EVERY 12' ALONG THE LENGTH OF THE EDGE.
• WHEN BLANKET ENDS ARE ADJOINED, PLACE THE UPSTREAM
BLANKET OVER THE DOWNSTREAM BLANKET (SHINGLE STYLE)
AND STAPLE EVERY 12' ALONG THE LENGTH OF THE EDGE,
• STAPLE DOWN THE CENTER OF THE BLANKET(S). THREE
STAPLES IN EVERY SQUARE YARD,
S. IN LIVESTOCK AREAS WHERE EROSION CONTROL MATTING IS
APPLIED TO THE STREA.MBANKS, FENCING WILL BE USED IF
NECESSARY TO EXCLUDE LIVESTOCK, WIT14 PERMISSION OF THE
LANDOWNER.
6. MONITOR WASHOUTS. STAPLE 1"4TEGRITY OR :LWT MOVEMENT,
REPLACE OR REPAIR AS NECESSARY..
7. INSTALLATION MAY BE USED AT THE DISCRETION OF THE
FNVIRON4IENTAL INSPECTOR AT SFVFRFI Y SLOPING ROAD BANKS,
BUT MAY ONLY BE INSTALLED TO A MAXIMUM OF ONE, BLANKET" WIDTH.
SYM. I DATE I BY
CO"JBLE (TWO) STAPLES
TYPE CCCCCC BANK CCCCCCCCICC 9 CC
REVISION INFORMATION
NOT TO SCALE
10/20/2017 CM ISSUED IN RESPONSE to NCDEQ COMMENTS RECIEVED ON SEPTEMBER 15, 2017 (SUPERCEEDS REVISIONS FROM OCTOBER 06, 2017)
10/06/2017 CM ISSUED IN RESPONSE to NCDEQ COMMENTS RECIEVED ON SEPTEMBER 15, 2017 (SUPERCEEDS REVISIONS FROM SEPTEMBER 21, 2017)
09/21/17 CM ISSUED IN RESPONSE to NCDEQ COMMENTS RECIEVED ON SEPTEMBER 15, 2017
08/01/17 EB ISSUED IN RESPONSE to NCDEQ COMMENTS
03/09/17 JR ISSUED FOR PERMITTING
n
END TO END
OVERLAP (6" MIN.)
SLOPE BREAKERS
EROSION CONTROL.
FABRIC
EDGE TO EDGE
OVERLAP (6" MIN.)
PROJECT/TASK I APP.
CONSTRUCTION SPECIFICATIONS
1. ENSURE THAT THE SUBGRADE FOR THE FILTER AND RIPRAP FOLLOWS THE REQUIRED LINES AND
GRADES SHOWN IN THE PLAN. COMPACT ANY FILL REQUIRED IN THE SUBGRADE TO THE DENSITY
OF THE SURROUNDING UNDISTURBED MATERIAL. LOW AREAS IN THE SUBGRADE ON
UNDISTURBED SOIL MAY ALSO BE FILLED BY INCREASING THE RIPRAP THICKNESS.
2. THE RIPRAP AND GRAVEL FILTER MUST CONFORM TO THE SPECIFIED GRADING LIMITS SHOWN ON
THE PLANS.
3. FILTER CLOTH, WHEN USED, MUST MEET DESIGN REQUIREMENTS AND BE PROPERLY PROTECTED
FROM PUNCHING OR TEARING DURING INSTALLATION. REPAIR ANY DAMAGE BY REMOVING THE
RIPRAP AND PLACING ANOTHER PIECE OF FILTER CLOTH OVER THE DAMAGED AREA. ALL
CONNECTING JOINTS SHOULD OVERLAP SO THE TOP LAYER IS ABOVE THE DOWNSTREAM LAYER
A MINIMUM OF 1 FOOT. IF THE DAMAGE IS EXTENSIVE, REPLACE THE ENTIRE FILTER CLOTH.
4. RIPRAP MAY BE PLACED BY EQUIPMENT, BUT TAKE CARE TO AVOID DAMAGING THE FILTER.
5. THE MINIMUM THICKNESS OF THE RIPRAP SHOULD BE 1.5 TIMES THE MAX. STONE DIAMETER.
6. RIPRAP MAY BE FILED STONE OR ROUGH QUARRY STONE. IT SHOULD BE HARD, ANGULAR,
HIGHLY WEATHER -RESISTANT AND WELL GRADED.
7. CONSTRUCT THE APRON ON ZERO GRAD WITH NO OVERFILL AT THE END. MAKE THE TOP OF THE
RIPRAP AT THE DOWNSTREAM END LEVEL WITH THE RECEIVING AREA OR SLIGHTLY BELOW IT.
8. ENSURE THAT THE APRON IS PROPERLY ALIGNED WITH THE RECIEVING STREAM AND
PREFERABLY STRAIGHT THROUGHOUT ITS LENGTH. IF A CURVE IS NEEDED TO FIT THE SITE
CONDITIONS, PLACE IT IN THE UPPER SECTION OF THE APRON.
9. IMMEDIATELY AFTER CONSTRUCTION, STABILIZE ALL DISTURBED AREAS WITH VEGETATION.
MAINTENANCE
1. INSPECT RIPRAP OUTLET STRUCTURES WEEKLY AND AFTER SIGNIFICANT (0.5 INCH OR
GREATER) RAINFALL EVENTS TO SEE IF ANY EROSION AROUND OR BELOW THE RIPRAP HAS
TAKEN PLACE, OR IF STONES HAVE BEEN DISLODGED. IMMEDIATELY MAKE ALL NEEDED
REPAIRS TO PREVENT FURTHER DAMAGE.
�O'/' 0^•
WORK COR -1 .-J-7
NOTES -
1 ,
OTES:
1, RIP -ZAP WILL NOT EXCEED AN AVERAGE OF ONE
CUBIC YARD PER RUNNING FOOT BELOW THE OHWM,
2, RIF' -RAP INSTALLATION SHALL BE IN COMPLIANCE
WITH ALL APPLICABLE PERMITS,
3. RIP -RAP MUST BE CLEAN AND FREE OF SOIL AND DEBRIS.
4, FLIP -IAP SHALL NOT BE PLACED IN A MANNER THAT
IMPAIRS SURFACE WATER FLOW,
5, GEOTEXTILE FABRIC MAY BE INSTALLED BELOW RIP -RAP,
(GH%A/M) ORDINARY HIGH "NATER MARC
,,, t t„ 111 11", ` CARO
^p
p2
947
_ 1J�7,`�
f
25',35'
55'/75'
(� PROPOSED PIPELINE
—w
5'(MIN.)
rti UMIITS OF DISTURBANCE
1
2 4A 12(MIAX.)
PLAN
1' AVERAGE DEPTH RIP—RAP
OOHWM
PROFILE
PIPELINE
TYPE C CCCCCC BANK CCCCCCCCICC, CC
DRAWN:
CM 10/20/2017
CHECKED:
SR 10/20/2017
APP. FOR BID:
ERM
#F-1223
LJ
APP. FOR CONST.: NQ INC.
15720 BRLNHAM HILL AVENUE, SUITE 120
CHARLOTTE, NORTH CAROLINA 29277
{709)591-6345
SCALE: AS SHOWN
NOT TO SCALE
Atlantic Coast Pipeline, LLC
925 White Oaks Blvd. Bridgeport, West Virginia 26330 / 681-842-8000
TITLE: ATLANTIC COAST PIPELINE
EROSION AND SEDIMENT CONTROL DETAILS
DISTRICT: COUNTY. STATE: NC GROUP DWG. NO. REV.
DIRiFILE: ACP\North Carol ina\Details 6 OF 9 1
0�
o�Jw
p
W
L.Ir
m3 �
�
W
W r
(� PROPOSED PIPELINE
—w
5'(MIN.)
rti UMIITS OF DISTURBANCE
1
2 4A 12(MIAX.)
PLAN
1' AVERAGE DEPTH RIP—RAP
OOHWM
PROFILE
PIPELINE
TYPE C CCCCCC BANK CCCCCCCCICC, CC
DRAWN:
CM 10/20/2017
CHECKED:
SR 10/20/2017
APP. FOR BID:
ERM
#F-1223
LJ
APP. FOR CONST.: NQ INC.
15720 BRLNHAM HILL AVENUE, SUITE 120
CHARLOTTE, NORTH CAROLINA 29277
{709)591-6345
SCALE: AS SHOWN
NOT TO SCALE
Atlantic Coast Pipeline, LLC
925 White Oaks Blvd. Bridgeport, West Virginia 26330 / 681-842-8000
TITLE: ATLANTIC COAST PIPELINE
EROSION AND SEDIMENT CONTROL DETAILS
DISTRICT: COUNTY. STATE: NC GROUP DWG. NO. REV.
DIRiFILE: ACP\North Carol ina\Details 6 OF 9 1

EROSION AND SEDIMENT CONTROL DETAIL NOTES
SEQUENCE OF CONSTRUCTION
1. THE DETAILS ON EROSION AND SEDIMENT CONTROL DETAIL SHEETS 1 THROUGH 3 CORRESPOND TO E&S CONTROL MEASURES 1. A PRE -CONSTRUCTION MEETING SHOULD TAKE PLACE PRIOR TO START OF CONSTRUCTION ACTIVITIES.
SPECIFICALLY IDENTIFIED ON THE E&SC PLAN. DETAILS ON SHEET 4 CORRESPONDS TO E&S CONTROL MEASURES THAT WHILE NOT
SPECIFICALLY IDENTIFIED ON THE E&SC PLANS, COULD POTENTIALLY BE REQUIRED. 2. BEGIN CLEARING AND GRUBBING SITE. CLEAR AND GRUB ONLY THOSE AREAS NECESSARY FOR INSTALLATION OF THE EROSION CONTROL
MEASURES.
3. INSTALL SILT FENCE AS SHOWN ON THE PLANS.
EROSION AND SEDIMENT CONTROL PLAN NARRATIVE 4. ONCE EROSION CONTROL MEASURES HAVE BEEN INSTALLED AND PRIOR TO SEDIMENT REMOVAL ACTIVITIES, THE SITE IS TO BE INSPECTED
BY NCDENR - LAND QUALITY.
5. GRADE SITE ACCORDING TO CONTRACT DOCUMENTS. MAINTAIN EROSION CONTROL DEVICES AS NEEDED.
THE EROSION AND SEDIMENT (E&S) CONTROL MEASURES FOR THE PIPELINE CONSTRUCTION ACTIVITIES PRIMARILY CONSIST OF BUT ARE 6. INSTALL STORM DRAINAGE AS INDICATED ON PLANS.
NOT LIMITED TO COMPOST FILTER SOCK, BELTED SILT RETENTION FENCE, SUPER SILT FENCE, SLOPE BREAKERS, AND TEMPORARY AND
PERMANENT SEEDING AND MULCHING. BEST MANAGEMENT PRACTICES (BMP) SPECIFICATIONS FOR THE E&S CONTROL PLAN (E&SCP) ARE TO 7. GRASS OR OTHERWISE STABILIZE ALL AREAS AS THEY ARE BROUGHT TO FINAL GRADES.
BE UTILIZED BY THE CONSTRUCTION CONTRACTOR ACCORDING TO THE PROVIDED PLAN. 8. THE CONTRACTOR SHALL DILIGENTLY AND CONTINUOUSLY MAINTAIN ALL EROSION CONTROL DEVICES AND STRUCTURES TO MINIMIZE
EROSION. INSPECT AND REPAIR MEASURES AFTER EACH RAINFALL AND AS NEEDED THROUGHOUT THE PROJECT.
GENERAL CONSTRUCTION NOTES: 9. CONTRACTOR TO LEAVE ALL EROSION CONTROL DEVICES IN PLACE AT THE CONCLUSION OF THIS CONTRACT. CONTRACTOR IS TO
1. DISCHARGING SEDIMENT LADEN WATER WHICH WILL CAUSE OR CONTRIBUTE TO THE DEGRADATION OF A BENEFICIAL USE OF A WATER CLEAN-OUT, REPAIR AND GRASS STABILIZE ALL DENUDED AREAS. ALL AREAS WILL BE RETURNED TO THE STATE OF EXISTING CONDITIONS
OF THE STATE FROM THE CONSTRUCTION SITE, A DEWATERING SITE, OR SEDIMENT BASINTRAP INTO ANY SURFACE WATER WITHOUT PRIOR TO CONTRACT AS A MINIMUM.
FILTRATION OR EQUIVALENT TREATMENT IS PROHIBITED. 10. IT IS THE CONTRACTOR'S RESPONSIBILITY TO CONTAIN SEDIMENT ONSITE. ADDITIONAL EROSION CONTROL MEASURES MAY BE REQUIRED BY
THE ENGINEER.
2. THE DISCHARGER SHALL AMEND THE EROSION & SEDIMENT CONTROL PLAN WHENEVER THERE IS A CHANGE IN THE CONSTRUCTION OR 11. ALL EROSION CONTROL MEASURES TO BE IN ACCORDANCE WITH THE NORTH CAROLINA EROSION AND SEDIMENT CONTROL PLANNING AND
OPERATIONS, WHICH MAY EFFECT THE DISCHARGE OF POLLUTANTS TO SURFACE WATERS OR GROUNDWATER. DESIGN REQUIREMENTS AND LAND DEVELOPMENT STANDARDS.
3. DISCHARGES ORIGINATING FROM OFF-SITE SOURCES, WHICH FLOW THROUGH OR ACROSS THE AREAS DISTURBED BY CONSTRUCTION,
MAY BE DIVERTED AROUND THE ACTIVE CONSTRUCTION AREA WHENEVER POSSIBLE.
4. PERFORM PERMANENT OR TEMPORARY SOIL STABILIZATION WITHIN 7 DAYS WHEN SITE IS AT FINAL GRADE AND ON SITES THAT ARE
NOT AT FINAL GRADE, BUT WILL REMAIN DORMANT FOR MORE THAN 14 DAYS.
5. DUE TO VARYING SITE CONDITIONS, ADDITIONAL SEDIMENT CONTROL BMPS MAY BE NECESSARY BEYOND THE MEASURES SHOWN ON
6. CONTACT THE DEMLR RALEIGH REGIONAL OFFICE (CONTACT NUMBER: [phone]) OR FAYETTEVILLE REGIONAL OFFICE (CONTACT
NUMBER: [phone]) AT LEAST 48 HOURS PRIOR TO COMMENCING IN LAND DISTURBING ACTIVITY FOR EACH SECTION OF THE
PROJECT/ ,,_
7. STAGING AREAS, ASSEMBLY AREAS, TEMPORARY EQUIPMENT AND NON -HAZARDOUS MATERIAL STORAGE AREAS SHALL BE LOCATED
OUTSIDE 100 -YR FLOOD ZONES. HAZARDOUS MATERIAL STORAGE AREAS SHALL BE LOCATED AT LEAST 100 FEET BACK FROM SURFACE
WATER BODIES.
8. EQUIPMENT STORAGE IN CONSTRUCTION STAGING AREAS SHALL BE LOCATED A MINIMUM OF 100 FEET AWAY FROM WETLAND EDGE.
9. AT MINIMUM, ALL BMPS ARE TO BE INSPECTED ONCE EVERY SEVEN CALENDAR DAYS AND WITHIN 24 HOURS AFTER ANY STORM EVENT
GREATER THAN 0.5 -INCH PER 24-HOUR PERIOD DURING THE ENTIRE PROJECT. A WRITTEN REPORT MUST ALSO BE COMPLETED,
DOCUMENTING EACH INSPECTION AND, IF NECESSARY, ANY REPAIR, REPLACEMENT OR MAINTENANCE ACTIVITY.
10. THE CONTRACTOR SHALL TAKE PRECAUTIONARY MEASURES TO PROTECT ANY EXISTING FACILITY SHOWN ON THE DRAWINGS, AND ANY
OTHER WHICH IS NOT ON RECORD OR NOT SHOWN ON THE DRAWINGS. THE CONTRACTOR SHALL POTHOLE EXISTING UTILITIES AT THE
POINTS OF CONNECTION AND ALL UTILITY CROSSINGS TO DETERMINE EXACT LOCATIONS PRIOR TO THE START OF WORK. ANY
DISCREPANCIES BETWEEN THESE DRAWINGS AND EXISTING CONDITIONS SHALL BE REPORTED TO THE ENGINEER OF RECORD
IMMEDIATELY.
11. ALL WORK WITHIN A PUBLIC RIGHT-OF-WAY SHALL BE COORDINATED WITH THE AGENCY HAVING JURISDICTION.
12. ALL REQUIRED PERMITS MUST BE OBTAINED PRIOR TO STARTING WORK.
13. DURING CONSTRUCTION, THE CONTRACTOR SHALL BE RESPONSIBLE FOR CONSTRUCTION, STABILIZATION AND MAINTENANCE OF ALL
EXISTING AND PROPOSED SITE EROSION & SEDIMENTATION CONTROL DEVICES AND FACILITIES.
14. THE CONTRACTOR AGREES THAT IN ACCORDANCE WITH GENERALLY ACCEPTED CONSTRUCTION PRACTICES, THE CONTRACTOR WILL
BE REQUIRED TO ASSUME SOLE AND COMPLETE RESPONSIBILITY FOR JOB SITE CONDITIONS DURING THE COURSE OF CONSTRUCTION
OF THE PROJECT, INCLUDING EROSION & SEDIMENTATION DEVICES AND SAFETY OF ALL PERSONS AND PROPERTY; THAT THIS
REQUIREMENT SHALL BE MADE TO APPLY CONTINUOUSLY AND NOT BE LIMITED TO NORMAL WORKING HOURS, AND CONSTRUCTION
CONTRACTOR FURTHER AGREES TO DEFEND, INDEMNIFY AND HOLD THE ENGINEER OF RECORD HARMLESS OF ANY AND ALL LIABILITY,
REAL OR ALLEGED, IN CONNECTION WITH THE PERFORMANCE OF WORK ON THIS PROJECT, EXCEPTING LIABILITY ARISING FROM THE
SOLE NEGLIGENCE OF ENGINEER OF RECORD.
15. AS SITE SPECIFIC CONDITIONS MAY WARRANT, THE E&SC PLAN MAY REQUIRE MINOR MODIFICATIONS TO ENSURE PROPER PROTECTION
OF RECEIVING WATERS. THE RESPECTIVE PROJECT ENVIRONMENTAL INSPECTOR (EI) WILL IDENTIFY SITE SPECIFIC AREAS WHERE A
CERTAIN BMP MODIFICATION(S) IS NECESSARY TO EITHER OMIT OR ENHANCE BMPS IN SUCH AREAS. THIS PROCESS ENTAILS THE EI TO
IDENTIFY LOCATIONS WHERE BMPS WILL NEED TO BE ALTERED, SUBSTITUTED OR OMITTED AND CONTACT THE DOMINION GAS
COMPLIANCE SPECIALIST TO REVIEW PROPOSED CHANGES. UPON REVIEW AND APPROVAL BY THE DOMINION COMPLIANCE SPECIALIST,
THE EI WILL REDLINE, DATE, AND SIGN THE E&SCP DRAWING(S) DEPICTING THE REDLINE CHANGE(S). ONCE THIS PROCESS IS
COMPLETED, THE EI WILL NOTIFY NCDEQ OF SUCH MINOR MODIFICATION REDLINE AMENDMENTS AS REQUIRED BY THE GENERAL
PERMIT.
BMP INSTALLATION AND REMOVAL SEQUENCE
CONSTRUCTION MUST BE IN ACCORDANCE WITH THE FOLLOWING SEQUENCE. THIS SEQUENCE IS DESIGNED TO MINIMIZE SOIL EROSION
AND SEDIMENTATION. THE CONTRACTOR MAY DEVIATE SLIGHTLY FROM THE STAGING OF PERMANENT SITE IMPROVEMENTS, BUT NO
DEVIATION FROM THE RELATIVE ORDER OF EROSION AND SEDIMENTATION CONTROL MEASURES WILL BE ALLOWED.
THE STAGING OF EARTHMOVING ACTIVITIES FOR THIS PROJECT IS A GENERAL DESCRIPTION OF THE WORK REQUIRED. ALL WORK SHALL
BE COMPLETED IN ACCORDANCE WITH COMPANY STANDARDS, THE NORTH CAROLINA DEPARTMENT OF ENVIRONMENTAL QUALITY
REGULATIONS AND ALL OTHER APPLICABLE FEDERAL, STATE OR LOCAL REQUIREMENTS.
THE APPROVED EROSION AND SEDIMENTATION CONTROL PLAN INCLUDING THE SOIL EROSION CONTROL DRAWINGS AND NARRATIVE
SHALL BE AVAILABLE ON SITE AT ALL TIMES DURING EARTH DISTURBANCE.
1. STAKE AND/OR FLAG ALL LIMITS OF DISTURBANCE FOR CONSTRUCTION ACTIVITIES, CLEARLY IDENTIFYING WETLAND AND STREAM
EDGES. INSTALL SIGNS TO DESIGNATE THE AREA TO IDENTIFY IMPORTANT PROJECT ATTRIBUTES SUCH AS WETLANDSTREAM
BOUNDS, EXCLUSION AREAS ETC.
2. INSTALL ROCK CONSTRUCTION ENTRANCES IMMEDIATELY BEFORE INITIAL DISTURBANCES. THE ROCK CONSTRUCTION
ENTRANCES TO BE UNDERLAIN BY FILTER FABRIC. ALL CONSTRUCTION TRAFFIC SHOULD USE ONLY ROCK CONSTRUCTION
ENTRANCE FOR INGRESS AND EGRESS. ALL MUD OR SEDIMENT TRACKED ONTO THE EXISTING ROADWAY SHALL BE REMOVED BY
THE CONTRACTOR AS NECESSARY.
3. INSTALL SILT FENCE AND COMPOST FILTER SOCKS AS NECESSARY ALONG THE ACCESS ROADS TO PREVENT SEDIMENT LADEN
RUNOFF FROM ENTERING DOWNSTREAM WATER BODIES. MAINTAIN THE ACCESS ROADS AS REQUIRED, ASSOCIATED DITCHES,
AND NECESSARY OUTLET PROTECTION.
4. PRIOR TO AND SIMULTANEOUS WITH GRADING AND EXCAVATION, INSTALL REMAINING EROSION CONTROL DEVICES (ECD) SHOWN
ON THE PLANS.
5. COMMENCE GRADING AND ASSOCIATED CUT AND FILL SLOPES. THE EARTH MOVING ACTIVITY SHALL BEGIN IN AREA OF CUT SO THAT
THE CUTS CAN BE PLACED IN AREAS OF FILL. REMOVE TOPSOIL FROM AREAS TO RECEIVE FILL PRIOR TO FILLING.
6. FINALIZE UTILITY INSTALLATION AND ROADWAY GRADES AND PLACE TOPSOIL ON THE CUT AND FILL AREAS. STABILIZE CUT AND
FILL SLOPES, AFTER PLACEMENT OF STOCKPILED TOPSOIL ON EXCAVATED SLOPES, AND AS DIRECTED.
7. RE -DISTRIBUTION OF WET SEDIMENT FROM DEVICES AND FACILITIES SHALL ONLY BE PERMITTED UPHILL OF AN EFFECTIVE
SEDIMENT CONTROL DEVICE OR FACILITY. SEDIMENT LADEN RUNOFF SHALL NOT BE ALLOWED TO FLOW DIRECTLY INTO WATER
BODIES.
8. ANY EXPOSED TOPSOIL PILES SHOULD BE STABILIZED & SEEDED PER THE PERMIT REGULATIONS, AND BY TABLES SHOWN ON THE
APPROVED EROSION CONTROL PLANS AND MULCHED WITH STRAW AS SPECIFIED BY THE PROJECT OWNER.
9. UPON MINIMUM 70% UNIFORM PERENNIAL VEGETATIVE GROWTH, REMOVE TEMPORARY SEDIMENT CONTROLS. REMOVE
ACCUMULATED SEDIMENTS WITHIN THE TRAPS, RE -GRADE TRAPS TO FINAL CONTOURS. STABILIZE SITE PER THE PLANS.
GENERAL NOTES AND COMMENTS:
SYM.
DATE
BY
STABILIZATION
TIMEFRAME EXCEPTIONS
Perimeter dikes, swales, ditches, slopes
7 days
None
w High Quality Water (HQW) Zones
10/20/2017
CM
Slopes steeper than 3:1
10/06/2017
CM
L
09/21/17
CM
Slopes 3:1 flatter
08/01/17
EB
/ 0\
03/09/17
JR
MAINTENANCE SCHEDULE
AFTER FULL REVEGETATION HAS BEEN ACHIEVED, ALL BMPS WILL BE REMOVED AND ANY LAND DISTURBED BY REMOVAL WILL BE
PERMANENTLY STABILIZED. UNLESS OTHERWISE SPECIFIED, ALL MAINTENANCE MUST BE COMPLETED IMMEDIATELY AFTER AN INSPECTION
IDENTIFIES THAT A BMP IS NOT FUNCTIONING AS REQUIRED.
THE ROW AND ESC DEVICES WILL BE INSPECTED DAILY AT THE ACTIVE CONSTRUCTION SITE AND AT LEAST ONCE EVERY SEVEN
CALENDAR DAYS FOR ACTIVELY DISTURBED AREAS, 14 CALENDAR DAYS FOR RESTORED AREAS, AND WITHIN 24 HOURS AFTER ANY
STORM EVENT GREATER THAN ONE -HALF-INCH PER 24-HOUR PERIOD.
SEDIMENT MUST BE REMOVED WHERE ACCUMULATION REACHES ONE-HALF THE ABOVE GROUND HEIGHT OF THE CONTROL MEASURE.
EROSION CONTROL MEASURES, WHICH HAVE BEEN UNDERMINED OR TOPPED, SHALL BE REPAIRED IMMEDIATELY.
OTHER REQUIRED REPAIRS OR MAINTENANCE SHALL BE MADE IMMEDIATELY.
TEMPORARY AND PERMANENT -E ­&S CONTROL-BMP,S­SHALL BE MAINTAINED AND REPAIRED AS-N=ED�T�E CONTINUED
PERFORMANCE 05 THEIR INTENDED FUNCTION.
A SELF -INSPECTION AND COMPLETION OF SELF -INSPECTION FORM IS REQUIRED AFTER EACH PHASE OF CONSTRUCTION IS COMPLETED.
SELF -INSPECTION FORM CAN BE FOUND HERE: http://deq.nc.gov/about/divisions/energy-mineral-land-resources/erosion-sediment-control/forms
MATERIAL WASTE HANDLING AND RECYCLING
NPDES Stormwater Discharge Permit for Construction Activities (NCG01)
NCDENR/Division of Energy, Mineral and Land Resources
STABILIZATION TIMEFRAMES
(Effective Aug. 3, 2011)
SITE AREA DESCRIPTION
STABILIZATION
TIMEFRAME EXCEPTIONS
Perimeter dikes, swales, ditches, slopes
7 days
None
w High Quality Water (HQW) Zones
7 days
None
Slopes steeper than 3:1
7 days
If slopes are 10' or less in length and are
not steeper than 2:1, 14 days are allowed.
RESPONSIBLE TO ASSURE THAT ALL MATERIALS AREA HANDLED AND DISPOSED OF IN ACCORDANCE WITH APPLICABLE LAWS, RULES,
VERTICAL (3:1) SHALL BE PROVIDED TEMPORARY OR PERMANENT STABILIZATION WITH GROUND COVER AS SOON AS
Slopes 3:1 flatter
14 days
7 days for than 501 in length.
or
OCCUPATIONAL SAFETY AND HEALTH ADMINISTRATION.
slopes greater
All other areas with slopes flatter than 4:1
14 days
None, except for perimeters and HQW Zones.
1.
SOLID WASTE DISPOSAL SHALL BE HANDLED THROUGH ONE OF THE LOCAL LICENSED WASTE MANAGEMENT PROVIDERS AND PERMITTED
DISPOSAL FACILITIES. THE CONTRACTOR WILL PROVIDE MOBILE AND COVERED WASTE RECEPTACLES AS NEEDED ALONG THE PROJECT
LIMITS. CONTRACTOR SHALL ALSO PROVIDE A COVERED DUMPSTER FOR CONSOLIDATION OF WASTE FOR PICK UP AND DISPOSAL FOR
SOIL STABILIZATION SHALL BE ACHIEVED ON ANY AREA OF THE SITE WHERE LAND -DISTURBING ACTIVITIES HAVE
THE DURATION OF THE PROJECT. ALL SOLID WASTE SHALL BE DISPOSED OF AT A LICENSED PERMITTED MUNICIPAL LANDFILL.
TEMPORARILY OR PERMANENTLY CEASED ACCORDING TO THE FOLLOWING SCHEDULE:
2.
THE CONTRACTOR WILL BE RESPONSIBLE FOR ANY PERMITS AN DOR DISPOSAL FEES. THE CONTRACTOR SHALL BE SOLELY
•• ALL PERIMETER DIKES, SWALES DITCHES, PERIMETER SLOPES AND SLOPES STEEPER THAN 3 HORIZONTAL TO 1
RESPONSIBLE TO ASSURE THAT ALL MATERIALS AREA HANDLED AND DISPOSED OF IN ACCORDANCE WITH APPLICABLE LAWS, RULES,
VERTICAL (3:1) SHALL BE PROVIDED TEMPORARY OR PERMANENT STABILIZATION WITH GROUND COVER AS SOON AS
AND REGULATIONS, INCLUDING BUT NOT LIMITED TO THOSE ISSUED BY THE ENVIRONMENTAL PROTECTION AGENCY, NCDEQ, AND
PRACTICABLE BUT IN ANY EVENT WITHIN 7 CALENDAR DAYS FROM THE LAST LAND DISTURBING ACTIVITY.
OCCUPATIONAL SAFETY AND HEALTH ADMINISTRATION.
•• ALL OTHER DISTURBED AREAS SHALL BE PROVIDED TEMPORARY OR PERMANENT STABILIZATION WITH GROUND COVER
3.
CONTRACTOR SHALL PRACTICE GOOD HOUSEKEEPING FOR THE DURATION OF THE PROJECT INCLUDING THE ROUTINE REMOVAL AND
AS SOON AS PRACTICABLE BUT IN ANY EVENT WITHIN 14 CALENDAR DAYS FROM THE LAST LAND DISTURBING ACTIVITY.
DISPOSAL OF SOLID WASTE.
CONDITIONS - IN MEETING THE STABILIZATION REQUIREMENTS ABOVE, THE FOLLOWING CONDITIONS OR EXEMPTIONS
4.
CONTRACTOR SHALL KEEP RECORDS OF PROPER SOLID WASTE DISPOSAL AND PROVIDE COPIES TO THE EI.
SHALL APPLY.
.. EXTENSIONS OF TIME MAY BE APPROVED BY THE PERMITTING AUTHORITY BASED ON WEATHER OR OTHER
POLLUTANT
CONTROLS
SITE-SPECIFIC CONDITIONS THAT MAKE COMPLIANCE IMPRACTICABLE.
.. ALL SLOPES 50' IN LENGTH OR GREATER SHALL APPLY THE GROUND COVER WITHIN 7 DAYS EXCEPT WHEN THE SLOPE
IS FLATTER THAN 4:1. SLOPES LESS THAN 50' SHALL APPLY GROUND COVER WITHIN 14 DAYS EXCEPT WHEN SLOPES
SPILLS OCCURRING DURING CONSTRUCTION, OPERATION, AND MAINTENANCE ARE TO BE REPORTED IMMEDIATELY TO THE
ARE STEEPER THAN 3:1, THE 7 -DAY REQUIREMENT APPLIES.
MONITORING CENTER IN ACCORDANCE WITH DOMINION POLICIES, PLANS, AND PROCEDURES. DOMINION'S ENVIRONMENTAL
HEALTH AND SAFETY DEPARTMENT WILL BE RESPONSIBLE FOR CONTACTING THE APPROPRIATE AGENCIES, EXCEPT AS PROVIDED
•• ANY SLOPED AREA FLATTER THAN 4:1 SHALL BE EXEMPT FROM THE 7 -DAY GROUND COVER REQUIREMENT.
FOR BELOW.
•• SLOPES 10' OR LESS SHALL BE EXEMPT FROM THE 7 -DAY GROUND COVER REQUIREMENT EXCEPT WHEN THE SLOPE IS
ANY FACILITY OWNER/OPERATOR WHO IS SUBJECT TO THE SPCC RULE MUST COMPLY WITH THE REPORTING REQUIREMENTS
STEEPER THAN 2:1.
FOUND IN 40 CFR 112.4. A DISCHARGE MUST BE REPORTED TO THE EPA REGIONAL ADMINISTRATOR (RA) WHEN THERE IS A
•• ALTHOUGH STABILIZATION IS USUALLY SPECIFIED AS GROUND COVER, OTHER METHODS, SUCH AS CHEMICAL
DISCHARGE OF:
STABILIZATION, MAY BE ALLOWED ON A CASE-BY-CASE BASIS
..
MORE THAN 1,000 GALLONS OF OIL IN A SINGLE DISCHARGE TO NAVIGABLE WATERS OR ADJOINING SHORELINES,
•• FOR PORTIONS OF PROJECTS WITHIN THE SEDIMENT CONTROL COMMISSION -DEFINED "HIGH QUALITY WATER ZONE"
(15A NCAC 04A. 0105), STABILIZATION WITH GROUND COVER SHALL BE ACHIEVED AS SOON AS PRACTICABLE BUT IN ANY
..
MORE THAN 42 GALLONS OF OIL IN EACH OF TWO DISCHARGES TO NAVIGABLE WATERS OR ADJOINING SHORELINES OCCURRING
EVENT ON ALL AREAS OF THE SITE WITHIN 7 CALENDAR DAYS FROM THE LAST LAND DISTURBING ACT.
WITHIN ANY TWELVE-MONTH PERIOD.
•• PORTIONS OF THE SITE THAT ARE LOWER IN ELEVATION THAN ADJACENT DISCHARGE LOCATIONS AND ARE NOT
IF A DOMINION REPRESENTATIVE CANNOT BE PROMPTLY CONTACTED AND THE SPILL HAS IMPACTED WATER, THE PERSON
EXPECTED TO DISCHARGE DURING CONSTRUCTION MAY BE EXEMPT FROM THE TEMPORARY GROUND COVER
DISCOVERING THE SPILL OR RELEASE WILL CONTACT THE NATIONAL RESPONSE CENTER AT 1-800-424-8802 AND REPORT THE
RE(UI. t�EME TNS I�Y6ZENT� D O HE PPROV E&S LA AD D BY E PERMITS Ate_ UTHORITY.
RELEASE. THAT PERSON WILL CONTINUE CALLING DOMINION UNTIL A REPRESENTATIVE IS REACHED.
REVISION INFORMATION I PROJECT/TASK I APP.
ISSUED IN RESPONSE to NCDEQ COMMENTS RECIEVED ON SEPTEMBER 15, 2017 (SUPERCEEDS REVISIONS FROM OCTOBER 06, 2017)
ISSUED IN RESPONSE to NCDEQ COMMENTS RECIEVED ON SEPTEMBER 15, 2017 (SUPERCEEDS REVISIONS FROM SEPTEMBER 21, 2017)
ISSUED IN RESPONSE to NCDEQ COMMENTS RECIEVED ON SEPTEMBER 15, 2017
ISSUED IN RESPONSE to NCDEQ COMMENTS
ISSUED FOR PERMITTING
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DRAWN:
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CHECKED:
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APP. FOR BID:
APP. FOR CONST.
SCALE:
10/20/2017
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LICENSE #F-1223
ERM NC, INC.
15720 BRI1,11AM HILL AVENUE, SUITE 120
CHARLOTTE, NORFI-1 CAROLINA 2SZ77
[phone]
AS SHOWN
Atlantic Coast Pipeline, LLC
925 White Oaks Blvd. Bridgeport, West Virginia 26330 / 681-842-8000
TITLE: ATLANTIC COAST PIPELINE
EROSION AND SEDIMENT CONTROL DETAILS
DISTRICT: COUNTY. STATE: NC GROUP DWG. NO. REV.
DIRiFILE: ACP\North Carol ina\Details 7 O F 9 1

GENERAL PIPELINE CONSTRUCTION
PIPELINE CONSTRUCTION WORKSPACE REQUIREMENTS AREA FUNCTION OF PIPE DIAMETER, EQUIPMENT SIZE, TOPOGRAPHY, GEOLOGICAL ROCK FORMATIONS,
LOCATION OF CONSTRUCTION SUCH AS AT ROAD CROSSINGS OR RIVER CROSSINGS, PIPELINE CROSSOVERS, METHODS OF CONSTRUCTION SUCH AS BORING OR
OPEN -CUT CONSTRUCTION, OR EXISTING SOIL CONDITIONS ENCOUNTERED DURING CONSTRUCTION. AS THE DIAMETER OF THE PIPELINE BEING INSTALLED INCREASES,
SO DOES THE DEPTH OF TRENCH, EXCAVATED SPOIL MATERIAL, EQUIPMENT SIZE, AND ULTIMATELY THE AMOUNT OF CONSTRUCTION WORK SPACE THAT WILL BE
REQUIRED TO CONSTRUCT A PROJECT. ALL WORKSPACE LOCATIONS FOR A GIVEN PROJECT WILL BE SHOWN ON THE CONSTRUCTION ALIGNMENT SHEETS.
ADDITIONAL CONSTRUCTION RIGHT-OF-WAY (ROW) MAY BE REQUIRED AT SPECIFIC LOCATIONS INCLUDING, BUT NOT LIMITED TO, STEEP SIDE OR VERTICAL SLOPES,
ROAD CROSSINGS, PIPELINE CROSSOVERS, AREAS REQUIRING SUPPLEMENTAL TOPSOIL SEGREGATION, AND STAGING AREAS ASSOCIATED WITH WETLAND AND
WATERBODY CROSSINGS.
ALL CONSTRUCTION ACTIVITIES, INCLUDING STAGING AREAS AND ADDITIONAL SPOIL STORAGE AREAS, ARE RESTRICTED TO THE CONSTRUCTION ROW LIMITS IDENTIFIED
ON THE CONSTRUCTION ALIGNMENT SHEETS, EXCEPT FOR SPECIFIC ACTIVITIES IN LIMITED, NON -WETLAND, AND NON -RIPARIAN AREAS THAT ARE ALLOWED BY THE FERC
PLAN AND PROCEDURES (I.E., SLOPE BREAKERS, ENERGY -DISSIPATING DEVICES, DEWATERING STRUCTURES, AND DRAIN TILE SYSTEM REPAIRS). USE OF THESE LIMITED
AREAS IS SUBJECT TO LANDOWNER OR LAND MANAGEMENT AGENCY APPROVAL AND COMPLIANCE WITH ALL APPLICABLE SURVEY, PERMIT, AND REPORTING
REQUIREMENTS; THEREFORE, PRIOR DOMINION ENERGY TRANSMISSION INC. (DETI) APPROVAL IS REQUIRED TO USE THESE AREAS. IN SOME CASES, FEDERAL, STATE,
AND LOCAL PERMITS AND AUTHORIZATIONS MAY REQUIRE ADDITIONAL APPROVALS.
CROSS-COUNTRY PIPELINE CONSTRUCTION TYPICALLY PROCEEDS IN ASSEMBLY LINE FASHION, WITH MULTIPLE STAGES OF CONSTRUCTION OCCURRING
SIMULTANEOUSLY AT DIFFERENT LOCATIONS TO MINIMIZE THE TIME NEEDED TO COMPLETE THE PROJECT. THE STAGES OF CONSTRUCTION INCLUDE: SURVEY AND
FLAGGING, CLEARING AND MOWING, GRUBBING AND GRADING, TRENCHING, PIPE ASSEMBLY (INCLUDING STRINGING, BENDING, WELDING, TESTING, COATING, AND
LOWERING -IN), BACKFILLING, HYDROSTATIC TESTING, FINAL GRADING, AND RESTORATION. EROSION AND SEDIMENT CONTROL (ESC) MEASURES TO BE UTILIZED ALONG
THE PIPELINE ALIGNMENT ARE DEPICTED ON THE CONSTRUCTION ALIGNMENT SHEETS.
SITE PREPARATION
• SURVEY AND FLAG THE CONSTRUCTION ROW AND MARK ENVIRONMENTALLY SENSITIVE AREAS.
• INSTALL ROCK CONSTRUCTION ENTRANCES.
• INSTALL SAFETY FENCES PRIOR TO ESC INSTALLATION.
• CONDUCT INITIAL CLEARING, LIMITED TO THAT NECESSARY TO INSTALL TEMPORARY SEDIMENT BARRIERS.
• INSTALL PERIMETER ESCS PRIOR TO ANY BULK EARTH -MOVING ACTIVITY (ROAD GRADING, ROAD USE, LOG SKIDDING, ETC.).
• CONDUCT PROGRESSIVE CLEARING WITH INSTALLATION OF TEMPORARY SEDIMENT BARRIERS AND TEMPORARY EQUIPMENT BRIDGES KEEPING PACE WITH
CLEARING.
• MODIFY ACCESS ROADS BY GRADING AND INSTALLING STONE WHERE NEEDED.
• GRADE THE ROW AND SEGREGATE TOPSOIL WHERE NECESSARY.
• INSTALL TEMPORARY SLOPE BREAKERS, ALSO REFERRED TO AS TEMPORARY ROW DIVERSIONS OR WATER BARS, AS NEEDED TO REDUCE RUNOFF VELOCITY AND
DIVERT WATER OFF THE CONSTRUCTION ROW.
PIPE INSTALLATION
• EXCAVATE TRENCH TO ACCOMMODATE NEW PIPELINE SEGMENT.
• STRING PIPE, BEND THE PIPE JOINTS.
• WELD THE PIPE, INSPECT WELDS.
• LOWER THE PIPE INTO THE TRENCH.
• INSTALL PERMANENT TRENCH PLUGS.
• BACKFILL THE TRENCH.
• INSTALL HYDROSTATIC TEST DEWATERING STRUCTURES.
• HYDROSTATICALLY TEST THE PIPE AND DEWATER.
• BRING THE PIPELINE TO GAS SERVICE.
• FINAL GRADE ROW AND TEMPORARY WORKSPACES TO ORIGINAL CONTOURS TO THE EXTENT PRACTICABLE.
• INSTALL PERMANENT INTERCEPTOR DIKES.
• REPLACE SEGREGATED TOPSOIL.
RESTORATION
• CONDUCT ROW RESTORATION AND CLEANUP. AS SOON AS SLOPES, CHANNELS, DITCHES, AND OTHER DISTURBED AREAS REACH FINAL GRADE, THEY WILL BE
STABILIZED WITHIN THE TIMEFRAME SPECIFIED.
• APPLY SOIL AMENDMENTS, PERMANENT SEED, MULCH, AND/OR EROSION CONTROL FABRIC.
• RESTORE TEMPORARY ACCESS ROADS OR ANY PAVED SURFACES TO ORIGINAL CONDITION.
• REMOVE TEMPORARY SEDIMENT BARRIERS FROM AN AREA WHEN REPLACED BY PERMANENT EROSION CONTROL MEASURES OR WHEN THE AREA HAS BEEN
SUCCESSFULLY RESTORED TO UNIFORM PERENNIAL VEGETATION. TEMPORARY EROSION CONTROL BMPS WILL NOT BE REMOVED UNTIL INSPECTION BY THE EI (EI)
TO CONFIRM SITE STABILIZATION.
• ENGAGE A QUALIFIED DRAIN TILE SPECIALIST, AS NEEDED, TO CONDUCT OR MONITOR REPAIRS TO DRAIN TILE SYSTEMS AFFECTED BY CONSTRUCTION.
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GENERAL NOTES AND COMMENTS:
CICCICC CCCCCCCCCCICCC TYPICAL
WETLAND CROSSING
PROCEDURES USED TO INSTALL A PIPELINE ACROSS WETLANDS VARY DEPENDING ON THE LEVEL OF SOIL STABILITY AND SATURATION ENCOUNTERED DURING
CONSTRUCTION. DETI WILL COMPLY WITH USACE PERMIT TERMS AND CONDITIONS. IT WILL ASSEMBLE THE PIPELINE IN AN UPLAND AREA UNLESS THE
WETLAND IS DRY ENOUGH TO ADEQUATELY SUPPORT SKIDS AND PIPE. DETI WILL USE "PUSH-PULL" OR "FLOAT" TECHNIQUES TO PLACE THE PIPE IN THE TRENCH
WHERE WATER AND OTHER SITE CONDITIONS ALLOW.
THE FOLLOWING BEST MANAGEMENT PRACTICES (BMPS) ARE TO BE EMPLOYED DURING STANDARD WETLAND CROSSINGS:
• ASSEMBLE THE PIPELINE IN AN UPLAND AREA UNLESS THE WETLAND IS DRY ENOUGH TO ADEQUATELY SUPPORT SKIDS AND PIPE.
• DO NOT USE ROCK, SOIL IMPORTED FROM OUTSIDE THE WETLAND, TREE STUMPS, OR BRUSH RIPRAP TO STABILIZE THE ROW.
• PERFORM TOPSOIL SEGREGATION, INCLUDING SEGREGATING THE SURFICIAL 12 INCHES OF TOPSOIL FROM THE AREA DISTURBED BY TRENCHING, EXCEPT IN
AREAS WHERE STANDING WATER IS PRESENT OR SOILS ARE SATURATED. IMMEDIATELY AFTER BACKFILLING IS COMPLETE, RESTORE THE SEGREGATED
TOPSOIL TO ITS ORIGINAL LOCATION.
• IF REQUIRED, DEWATERING SHOULD BE CONDUCTED AS DESCRIBED BELOW.
• MINIMIZE THE LENGTH OF TIME THAT TOPSOIL IS SEGREGATED AND THE TRENCH IS OPEN. DO NOT TRENCH THE WETLAND UNTIL THE PIPELINE IS ASSEMBLED
AND READY FOR LOWERING -IN.
• INSTALL PERMANENT TRENCH BREAKERS AT THE WETLAND BOUNDARIES AND/OR SEAL THE TRENCH BOTTOM AS NECESSARY TO MAINTAIN THE ORIGINAL
WETLAND HYDROLOGY AT LOCATIONS WHERE THE PIPELINE TRENCH MAY DRAIN A WETLAND.
• INSTALL A PERMANENT SLOPE BREAKER AND A TRENCH BREAKER AT THE BASE OF SLOPES NEAR THE BOUNDARY BETWEEN THE WETLAND AND ADJACENT
UPLAND AREAS FOR EACH WETLAND CROSSED.
• INSTALL A PERMANENT SLOPE BREAKER ACROSS THE CONSTRUCTION ROW AT THE BASE OF SLOPES GREATER THAN 5 PERCENT WHERE THE BASE OF THE
SLOPE IS LESS THAN 50 FEET FROM THE WETLAND, OR AS NEEDED TO PREVENT SEDIMENT TRANSPORT INTO THE WETLAND. IN SOME AREAS, AN EARTHEN
BERM MAY BE SUITABLE AS A SEDIMENT BARRIER ADJACENT TO THE WETLAND.
• WHEN REQUIRED, ADDITIONAL FILL MATERIAL IMPORTED FROM OFF THE ROW MUST BE APPROVED BY THE EI.
• PRE -CONSTRUCTION WETLAND CONTOURS AND FLOW REGIMES WILL BE RESTORED TO THE EXTENT PRACTICAL.
WETLAND CLEANUP AND RESTORATION
• FOR EACH WETLAND CROSSED, DETI WILL INSTALL A TRENCH BREAKER AT THE BASE OF SLOPES NEAR THE BOUNDARY BETWEEN THE WETLAND AND
ADJACENT UPLAND AREAS. IT WILL INSTALL A PERMANENT SLOPE BREAKER ACROSS THE CONSTRUCTION ROW AT THE BASE OF SLOPES GREATER THAN 5
PERCENT WHERE THE BASE OF THE SLOPE IS LESS THAN 50 FEET FROM THE WETLAND, OR AS NEEDED TO PREVENT SEDIMENT TRANSPORT INTO THE
WETLAND. IN SOME AREAS, AN EARTHEN BERM MAYBE SUITABLE ASA SEDIMENT BARRIER ADJACENT TO THE WETLAND.
• RESTORE PRE -CONSTRUCTION WETLAND CONTOURS TO MAINTAIN THE WETLAND HYDROLOGY.
• REVEGETATION AND PERMANENT ROW MAINTENANCE PROCEDURES AS WELL AS THE USE OF LIME, MULCH, OR FERTILIZER IN WETLAND AREAS IS ADDRESSED
IN THE FERC RESTORATIONAND REHABILITATION PLAN.
• DETI WILL NOT USE HERBICIDES OR PESTICIDES IN OR WITHIN 100 FEET OF A WETLAND, EXCEPT AS ALLOWED BY THE APPROPRIATE FEDERAL OR STATE
AGENCY.
• REMOVE PROJECT -RELATED MATERIAL USED TO SUPPORT EQUIPMENT ON THE CONSTRUCTION ROW, INCLUDING TIMBER MATTING AND PREFABRICATED
EQUIPMENT MATS, UPON COMPLETION OF CONSTRUCTION.
• REMOVE TEMPORARY SEDIMENT BARRIERS LOCATED AT THE BOUNDARY BETWEEN WETLAND AND ADJACENT UPLAND AREAS AFTER UPLAND REVEGETATION
AND STABILIZATION OF ADJACENT UPLAND AREAS ARE SUCCESSFUL.
• WITHIN 3 YEARS AFTER CONSTRUCTION, FILE A REPORT WITH FERC IDENTIFYING THE STATUS OF THE WETLAND REVEGETATION EFFORTS AND DOCUMENTING
SUCCESS.
STREAM CROSSING
• THE TEMPORARY WATERWAY CROSSING WILL BEAT RIGHT ANGLES TO THE STREAM. WHERE APPROACH CONDITIONS DICTATE, THE CROSSING MAY VARY 15
DEGREES FROM ALINE DRAWN PERPENDICULAR TO THE CENTER LINE OF THE STREAM AT THE INTENDED CROSSING LOCATION.
• EQUIPMENT BRIDGES MAYBE INSTALLED AND USED WHERE NEEDED TO ALLOW EQUIPMENT ACCESS ACROSS WATERBODIES. EQUIPMENT BRIDGES WILL BE
ABLE TO WITHSTAND THE ANTICIPATED LOADING OF THE CONSTRUCTION TRAFFIC, HAVE ONE TRAFFIC LANE, AND HAVE THE MINIMUM WIDTH OF 12 FEET
WITH A MAXIMUM WIDTH OF 20 FEET.
• PERMANENT OR TEMPORARY SOIL STABILIZATION SHALL BE APPLIED TO DENUDED AREAS WITHIN 7 DAYS AFTER FINAL GRADE IS REACHED ON ANY PORTION
OF THE SITE. THE AREAS DISTURBED DURING INSTALLATION WILL BE STABILIZED WITHIN 7 DAYS OF THAT DISTURBANCE IN ACCORDANCE WITH NC DEQ
REQUIREMENTS.
• INTERMITTENT AND PERENNIAL STREAMS WILL BE CROSSED USING PROPERLY DESIGNED AND CONSTRUCTED STRUCTURES INSTALLED AT RIGHT ANGLES TO
THE ACCESS ROAD.
• STRUCTURES WILL NOT IMPEDE FISH PASSAGE OR STREAM FLOW.
• APPROACHES TO STREAM CROSSINGS WILL BE STABILIZED WITH GRAVEL, MULCH OR OTHER SUITABLE MATERIAL FOR A MINIMUM DISTANCE OF 50 FEET ON
EACH SIDE OF THE CROSSING, OR TO THE TOP OF THE GRADE THAT IS CONTRIBUTING SEDIMENT TO THE STREAM CROSSING.
• UNTIL THE EQUIPMENT BRIDGE IS INSTALLED, ONLY CLEARING EQUIPMENT AND EQUIPMENT NECESSARY FOR INSTALLATION OF EQUIPMENT BRIDGES MAY
CROSS THE WATERBODY, AND THE NUMBER OF CROSSINGS WILL BE LIMITED TO ONE CROSSING PER PIECE OF EQUIPMENT, UNLESS OTHERWISE AUTHORIZED
BY THE APPROPRIATE PERMITTING AGENCY. EI APPROVAL IS REQUIRED PRIOR TO EQUIPMENT CROSSING A WATERBODY WITHOUT AN EQUIPMENT BRIDGE.
• CONSTRUCT AND MAINTAIN EQUIPMENT BRIDGES THAT ALLOW UNRESTRICTED FLOW AND PREVENT SEDIMENT FROM ENTERING THE WATERBODY.
• DO NOT USE SOIL TO CONSTRUCTOR STABILIZE EQUIPMENT BRIDGES.
• DESIGN AND MAINTAIN EQUIPMENT BRIDGES TO PREVENT SEDIMENT FROM ENTERING THE WATERBODY.
• REMOVE TEMPORARY EQUIPMENT BRIDGES AS SOON AS PRACTICABLE AFTER SEEDING.
• IF THERE WILL BE MORE THAN 1 MONTH BETWEEN FINAL CLEANUP AND THE BEGINNING OF PERMANENT SEEDING AND REASONABLE ALTERNATIVE ACCESS
TO THE ROW IS AVAILABLE, REMOVE TEMPORARY EQUIPMENT BRIDGES AS SOON AS PRACTICABLE AFTER FINAL CLEANUP.
NOT TO SCALE
TRENCH DEWATERING
8
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• CONDUCT DEWATERING (ON OR OFF THE CONSTRUCTION ROW) IN SUCH A MANNER THAT DOES NOT CAUSE EROSION AND DOES NOT RESULT IN SILT -LADEN
4
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WATER FLOWING INTO ANY WATERBODY, WETLAND, OR OFF-SITE PROPERTY.
1p
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• ELEVATE AND SCREEN THE INTAKE OF EACH HOSE USED TO WITHDRAW THE WATER FROM THE TRENCH TO MINIMIZE PUMPING OF DEPOSITED SEDIMENTS.
11
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• A DEWATERING BAG MAY NOT BE NEEDED IF THERE IS A WELL -STABILIZED, VEGETATED AREA ON SITE TO WHICH WATER CAN BE DISCHARGED. THE AREA
10/20/2017
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MUST BE STABILIZED SO THAT IT CAN FILTER SEDIMENT AND AT THE SAME TIME WITHSTAND THE VELOCITY OF THE DISCHARGED WATER WITHOUT ERODING.
12.
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• REMOVE DEWATERING STRUCTURES AS SOON AS PRACTICABLE AFTER THE COMPLETION OF DEWATERING ACTIVITIES.
13-
Coatlrq Field Welds
• REMOVE DEWATERING STRUCTURES AS SOON AS PRACTICABLE AFTER THE COMPLETION OF DEWATERING ACTIVITIES. IF SEDIMENT BUILD-UP PREVENTS THE
14
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BAG FROM FUNCTIONING PROPERLY, OR THE BAG BECOMES HALF FULL OF SEDIMENT
15.
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SITE INSPECTION FREQUENCY FOR SENSITIVE AREAS
17.
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EROSION AND SEDIMENT CONTROL INSPECTIONS WILL BE IN ACCORDANCE WITH NC GUIDELINES. INSPECTIONS WILL BE PERFORMED AT LEAST ONCE PER 7
18.
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CALENDAR DAYS AND WITHIN 24 HOURS OF A RAINFALL EVENT GREATER THAN 0.5 INCHES PER 24 HOUR PERIOD. THE DEPARTMENT OF ENERGY, MINING, AND
19.
Replace Topsoj, Fnal Clean-
LAND RESOURCES (DEMLR) MONITORING FORM WILL BE USED TO DOCUMENT INSPECTIONS.
Up, FLO Restarataan
NOT TO SCALE
SYM.
DATE
BY
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TIMBER MATS
DETI UTILIZES CONSTRUCTION TIMBER MATS TO PROVIDE ACCESS THROUGH AREAS SUCH AS WETLANDS AND WATERBODIES, SOME AGRICULTURAL FIELDS,
STEEP SLOPES, AND OTHER AREAS AS DETERMINED BY THE CONSTRUCTION SUPERVISOR. THIS PRACTICE REDUCES SOIL COMPACTION AND PROVIDES A STABLE
TRAVEL LANE FOR CONTRACTORS ALONG THE PROJECT ROW, THUS MINIMIZING LAND DISTURBANCE. THE MATERIALS USED TO CONSTRUCT THE TIMBER
MATTING WILL BE ABLE TO WITHSTAND THE ANTICIPATED LOADING OF THE CONSTRUCTION TRAFFIC. THE TIMBER MATS OVER WATERBODY CROSSINGS WILL
BE CLEANED AT THE END OF EACH DAY AND WHERE EXCESS ACCUMULATION OF SEDIMENT THE TIMBER MATS WILL BE CLEANED OFF THROUGHOUT EACH DAY.
THE USE OF CONSTRUCTION TIMBER MAY GENERALLY NOT CONSTITUTE SOIL DISTURBANCE OR A CHANGE IN HYDROLOGY. THEREFORE, THE INSTALLATION OF
TIMBER MAT ACCESS ROADS AND WORK PADS IS NOT CONSIDERED A REGULATED LAND -DISTURBING ACTIVITY.
TRENCH PLUGS/BREAKERS
TRENCH PLUGS WILL BE USED AT ALL STREAM, RIVER, WETLAND OR OTHER WATERBODY CROSSINGS, AS NECESSARY, TO PREVENT DIVERSION OF WATER INTO
UPLAND PORTIONS OF THE PIPELINE TRENCH AND TO KEEP ANY ACCUMULATED TRENCH WATER OUT OF THE WATERBODY. TOPSOIL WILL NOT BE USED TO FILL
SACKS FOR TRENCH PLUGS. TRENCH PLUGS WILL BE OF SUFFICIENT SIZE TO WITHSTAND UPSLOPE WATER PRESSURE.
• PERMANENT SACKS OF SUBSOIL OR SAND, POLYURETHANE FOAM, BENTONITE CLAY, OR POSSIBLY CEMENT (IN AREAS OF STEEP TERRAIN) BAGS INSTALLED
AROUND THE PIPE WILL REMAIN IN THE TRENCH TO PREVENT SUBSURFACE CHANNELING OF WATER ALONG THE TRENCH. TOPSOIL WILL NOT BE USED IN
TRENCH BREAKERS. TRENCH BREAKERS ARE NOT EMPLOYED IN TRENCHLESS PIPELINE CONSTRUCTION SUCH AS HORIZONTAL DIRECTIONAL DRILL (HDD) OR
FOR NON-LINEAR FACILITIES (E.G., COMPRESSOR STATIONS, M&R STATIONS).
• THE NEED FOR AND SPACING OF TRENCH BREAKERS WILL BE INDICATED ON THE CONSTRUCTION ALIGNMENT SHEETS. TRENCH BREAKERS WILL BE INSTALLED
AT THE SAME SPACING AS AND UPSLOPE OF PERMANENT SLOPE BREAKERS UNLESS DETERMINED OTHERWISE BY THE CERTIFYING PROFESSIONAL ENGINEER.
• IN AGRICULTURAL FIELDS AND RESIDENTIAL AREAS WHERE SLOPE BREAKERS ARE NOT TYPICALLY REQUIRED, TRENCH BREAKERS WILL BE INSTALLED AT THE
SAME SPACING AS IF PERMANENT SLOPE BREAKERS WERE REQUIRED. IN AGRICULTURAL LANDS, TRENCH BREAKERS WILL BE INSTALLED TO A DEPTH THAT
DOES NOT ENCROACH INTO THE TYPICAL PLOW ZONE.
PERMANENT TRENCH BREAKERS WILL BE INSTALLED AT THE BASE OF SLOPES GREATER THAN 5 PERCENT WHERE THE BASE OF THE SLOPE IS LESS THAN 50 FEET
FROM A WATERBODY OR WETLAND AND WHERE NEEDED TO AVOID DRAINING A WATERBODY OR WETLAND.
REVISION INFORMATION
ISSUED IN RESPONSE to NCDEQ COMMENTS RECIEVED ON SEPTEMBER 15, 2017 (SUPERCEEDS REVISIONS FROM OCTOBER 06, 2017)
ISSUED IN RESPONSE to NCDEQ COMMENTS RECIEVED ON SEPTEMBER 15, 2017 (SUPERCEEDS REVISIONS FROM SEPTEMBER 21, 2017)
ISSUED IN RESPONSE to NCDEQ COMMENTS RECIEVED ON SEPTEMBER 15, 2017
ISSUED IN RESPONSE to NCDEQ COMMENTS
ISSUED FOR PERMITTING
PROJECT/TASK I APP.
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TURBIDITY CURTAINS
TURBIDITY CURTAINS WILL BE INSTALLED DOWNSTREAM OF THE STREAM CROSSING AS NECESSARY TO MINIMIZE SUSPENDED SOLIDS IN THE WATER.
• A TYPE I, II, OR III CURTAIN WILL BE SELECTED BASED ON THE FLOW CONDITION. INMOST SITUATIONS, TURBIDITY CURTAINS SHOULD NOT BE INSTALLED
ACROSS CHANNEL FLOWS.
• TURBIDITY CURTAINS WILL EXTEND THE ENTIRE DEPTH OF THE WATERCOURSE WHEN THE WATERCOURSE IS NOT SUBJECT TO TIDALACTION AND/OR
SIGNIFICANT WIND AND WAVE FORCES.
• IN TIDAL AND/OR WIND AND WAVE ACTION SITUATIONS, THE CURTAIN WILL NEVER TOUCH THE BOTTOM. THE CURTAIN WILL HAVE A MINIMUM 1 -FOOT GAP
BETWEEN THE WEIGHTED LOWER END OF THE SKIRT AND THE BOTTOM AT "MEAN" LOW WATER.
• IN TIDAL AND/OR WIND AND WAVE ACTION SITUATIONS, THE CURTAIN DEPTH WILL NOT BE LOWER THAN 10 T012 FEET BELOW THE SURFACE.
• TURBIDITY CURTAINS WILL BE LOCATED PARALLEL TO THE DIRECTION OF FLOW OF A MOVING WATERBODY.
• A MINIMUM CONTINUOUS SPAN OF 50 FEET BETWEEN JOINTS AND A MAXIMUM SPAN OF 100 FEET BETWEEN JOINTS (ANCHOR OR STAKE LOCATIONS) IS A
GOOD RULE OF THUMB.
• THE ENDS OF THE CURTAIN SHOULD EXTEND WELL UP TO THE SHORELINE AND SECURED FIRMLY TO THE SHORELINE, PREFERABLY TO RIGID BODIES SUCH AS
TREES OR PILES.
• WHEN THERE IS SPECIFIC NEED TO EXTEND THE CURTAIN TO THE BOTTOM OF THE WATERCOURSE IN TIDAL OR MOVING WATER CONDITIONS, A HEAVY
WOVEN PERVIOUS FILTER FABRIC MAY BE SUBSTITUTED FOR THE NORMALLY RECOMMENDED IMPERVIOUS GEOTEXTILE.
• BARRIERS WILL BE OF BRIGHT COLORS TO ATTRACT THE ATTENTION OF NEARBY BOATERS.
• SEAMS IN THE FABRIC WILL BE EITHER VULCANIZED WELDED OR SEWN AND WILL DEVELOP THE FULL STRENGTH OF THE FABRIC.
• THE LOAD LINES WILL BE FABRICATED INTO THE BOTTOM OF ALL FLOATING CURTAINS. TYPE -II AND III MUST HAVE LOAD LINES ALSO FABRICATED INTO THE
TOP OF THE FABRIC.
• EXTERNAL ANCHORS MAY CONSIST OF WOODEN OR METAL STAKES FOR TYPE I CURTAINS; TYPE -II AND III SHOULD USE BOTTOM ANCHORS.
• ONCE THE CURTAIN IS NO LONGER REQUIRED, AS DETERMINED BY THE EI, THE CURTAIN AND RELATED COMPONENTS WILL BE REMOVED IN SUCH A MANNER
AS TO MINIMIZE TURBIDITY. SEDIMENT MAY BE REMOVED AND THE ORIGINAL DEPTH RESTORED. ANY SPOILS WILL BE TAKEN TO AN UPLAND AREA AND
STABILIZED.
TRENCH DEWATERING
DETI UTILIZES GEOTEXTILE BAGS FOR DEWATERING AND VELOCITY REDUCTION ON A MAJORITY OF PIPELINE CONSTRUCTION PROJECTS. THE PURPOSE,
DEFINITION, CONDITIONS OF APPLICATION AND PLANNING CONSIDERATIONS ARE IDENTICAL. DESIGN CRITERIA AND SPECIFICATIONS VARY BY DEWATERING
BAG MANUFACTURER; A VARIETY OF GEOTEXTILE DEWATERING BAG PRODUCTS ARE AVAILABLE ON THE MARKET. THE MANUFACTURERS' GUIDANCE ON THE
USE, DESIGN, SIZING, MAINTENANCE, AND APPLICATION OF THE GEOTEXTILE DEWATERING BAG WILL BE FOLLOWED.
• CONDUCT DEWATERING (ON OR OFF THE CONSTRUCTION ROW) IN SUCH A MANNER THAT DOES NOT CAUSE EROSION AND DOES NOT RESULT IN SILT -LADEN
WATER FLOWING INTO ANY WATERBODY, WETLAND, OR OFF-SITE PROPERTY.
• ELEVATE AND SCREEN THE INTAKE OF EACH HOSE USED TO WITHDRAW THE WATER FROM THE TRENCH TO MINIMIZE PUMPING OF DEPOSITED SEDIMENTS.
• A DEWATERING BAG MAY NOT BE NEEDED IF THERE IS A WELL -STABILIZED, VEGETATED AREA ON SITE TO WHICH WATER CAN BE DISCHARGED. THE AREA
MUST BE STABILIZED SO THAT IT CAN FILTER SEDIMENT AND AT THE SAME TIME WITHSTAND THE VELOCITY OF THE DISCHARGED WATER WITHOUT ERODING.
A MINIMUM FILTERING LENGTH OF 75 FEET MUST BE AVAILABLE IN ORDER FOR SUCH A METHOD TO BE FEASIBLE.
• REMOVE DEWATERING STRUCTURES AS SOON AS PRACTICABLE AFTER THE COMPLETION OF DEWATERING ACTIVITIES.
• REMOVE DEWATERING STRUCTURES AS SOON AS PRACTICABLE AFTER THE COMPLETION OF DEWATERING ACTIVITIES. IF SEDIMENT BUILD-UP PREVENTS THE
BAG FROM FUNCTIONING PROPERLY, OR THE BAG BECOMES HALF FULL OF SEDIMENT, DISCARD AND REPLACE WITH A NEW BAG.
WATERBARS (TEMPORARY/PERMANENT)
• TEMPORARY WATERBARS WILL BE INSTALLED PRIOR TO PIPELINE INSTALLATION.
• PERMANENT WATERBARS WILL BE INSTALLED AT THE COMPLETION OF PIPELINE INSTALLATION.
• WATERBARS WILL BE INSTALLED IN ACCORDANCE WITH NC EROSION AND SEDIMENT CONTROL SPECIFICATIONS.
STREAM BANK STABILIZATION AT PIPE COMPLETION
• EROSION CONTROL MATTING SHALL BE PLACED ON THE BANKS OF THE FLOWING STREAMS WHERE VEGETATION HAS BEEN REMOVED OR AS DIRECTED BY THE
EI.
• EROSION CONTROL MATTING SHALL MEET THE REQUIREMENTS SPECIFIED IN THE PLAN.
• STAPLES SHALL BE MADE OF AT LEAST 11 GAUGE WIRE, U -SHAPED WITH 6" LEGS AND A 1" CROWN. STAPLES SHALL BE DRIVEN INTO THE GROUND FOR THE
FULL EFFECT OF THE STAPLE LEGS. ALTERNATIVELY, 1" DIA. WOODEN PEGS 6" LONG AND BEVELED MAY BE USED TO SECURE MATTING.
• MATTING SHALL BE INSTALLED PER MANUFACTURERS SPECIFICATIONS OR AS STATED BELOW:
• EXTEND TOP OF BLANKET 2 FEET PAST THE UPPER EDGE OF THE HIGH WATER MARK. IF A SLOPE BREAKER IS PRESENT, ON THE APPROACH SLOPE, BEGIN THE
BLANKET ON THE UPHILL SIDE OF THE SLOPE BREAKER.
• INSTALL BLANKETS ACROSS THE SLOPE IN THE DIRECTION OF THE WATER FLOW.
• ANCHOR THE UPSTREAM EDGE OF THE BLANKET INTO THE SLOPE USING A 6" DEEP TRENCH, DOUBLE STAPLE EVERY 12" BEFORE BACKFILLING AND
COMPACTING TRENCH.
• OVERLAP THE EDGES OF PARALLEL BLANKETS A MINIMUM OF 6". PLACE THE UPPER BLANKET OVER THE LOWER BLANKET (SHINGLE STYLE) AND STAPLE EVERY
12" ALONG THE LENGTH OF THE EDGE. WHEN BLANKETS ENDS ARE ADJOINED, PLACE THE UPSTREAM BLANKET OVER THE DOWNSTREAM BLANKET (SHINGLE
STYLE) AND STAPLE EVERY 12" ALONG THE LENGTH OF THE EDGE
• STAPLE DOWN THE CENTER OF THE BLANKET, THREE STAPLES IN EVERY SQUARE YARD.
• IN LIVESTOCK AREAS WHERE EROSION CONTROL MATTING IS APPLIED TO THE STREAMBANKS, FENCING WILL BE USED IF NECESSARY TO EXCLUDED LIVESTOCK,
WITH PERMISSION OF THE LANDOWNER.
• MONITOR WASHOUTS, STAPLE INTEGRITY OR MAT MOVEMENT, REPLACE OR REPAIR AS NECESSARY.
• INSTALLATION MAY BE USED AT THE DISCRETION OF THE EI AT SEVERELY SLOPING ROAD BANKS, BUT MAY ONLY BE INSTALLED A MAXIMUM OF ONE BLANKET
WIDTH.
DRAWN:
Cm
CHECKED:
SR
APP. FOR BID:
APP. FOR CONST.
SCALE.
CALL.
10/20/2017
10/20/2017
LICENSE #F-1223
ERM NC, .INC.
15720 BRLNHAM HILL AVENUE, SUITE 120
CHARLOTTE, NORTH CAROLINA 29277
{709)591-6345
AS SHOWN
Atlantic Coast Pipeline, LLC
925 White Oaks Blvd. Bridgeport, West Virginia 26330 / 681-842-8000
TITLE: ATLANTIC COAST PIPELINE
EROSION AND SEDIMENT CONTROL DETAILS
DISTRICT: COUNTY. STATE: NC GROUP DWG. NO. REV.
DIRiFILE: ACP\North Carol ina\Details 8 OF 9 1

LOD PER PLANS
EST CUT/FILL LINES
EXISTING
6' ROADWAY GROUND
CL
2 - --►
-----------
-- OP=---------
EXISTING ROAD
SUURFAACECE
PFSURFACE
SURFACE
CCICCC CCCCC CCCCICC CJCC CCCCC
LOD PER PLANS
(TING ROAD SURFS
EXISTING GROUND
CL
NOT TO SCALE
---------------,--`----------
PROPOSED SURFACE
CCICCC CCCCC CCCCICCC CICCCC UCCCC
NOT TO SCALE
GENERAL NOTES AND COMMENTS:
ACCESS ROADS
DETI HAS IDENTIFIED ROADS WHICH WILL BE USED TO PROVIDE ACCESS TO THE PROPOSED ACP PIPELINE ROW AND OTHER
FACILITIES DURING CONSTRUCTION AND OPERATION OF THE PROJECTS. IN SOME CASES, EXISTING ROADS WILL REQUIRE
IMPROVEMENT (SUCH AS GRADING, GRAVELLING, REPLACING CULVERTS, MINOR WIDENING, AND/OR CLEARING OF
OVERHEAD VEGETATION) TO SAFELY ACCOMMODATE CONSTRUCTION EQUIPMENT AND VEHICLES. DETI ACCESS ROAD
LOCATIONS ARE SHOWN ON THE CONSTRUCTION ALIGNMENT SHEETS. TRAFFIC MANAGEMENT PLANS HAVE BEEN
DEVELOPED FOR THE PROPOSED PROJECT AND WILL BE IMPLEMENTED AND FOLLOWED DURING CONSTRUCTION TO REDUCE
IMPACT TO TRAFFIC FLOW. IT IS ANTICIPATED THE PROPOSED PROJECT WILL NOT IMPACT ROADS OR TRAFFIC DURING THE
CONSTRUCTION AND OPERATION OF THE PROJECT.
A CONSTRUCTION ENTRANCE WILL BE CONSTRUCTED AT ANY POINT WHERE CONSTRUCTION EQUIPMENT LEAVES THE ROW
AND ENTERS A PAVED PUBLIC ROAD OR OTHER PAVED SURFACE. TYPICALLY, A CONSTRUCTION ENTRANCE IS COMPRISED OF
FILTER FABRIC OVERLAIN BY 6 INCHES OF COARSE AGGREGATE EXTENDING A MINIMUM OF 100 FEET FROM THE EDGE OF
THE PAVEMENT. THE AREA OF THE ENTRANCE MUST BE EXCAVATED 3 -INCHES PRIOR TO LAYING THE FILTER FABRIC
UNDERLINER. THE ENTRANCE MUST EXTEND THE FULL WIDTH OF THE VEHICULAR INGRESS AND EGRESS AREA AND HAVE A
MINIMUM 18 -FOOT WIDTH. CONVEYANCE OF SURFACE WATER THROUGH CULVERTS UNDER THE ENTRANCE WILL BE
PROVIDED, AS NECESSARY.
THE CONSTRUCTION ENTRANCE MUST FUNCTION TO REMOVE MUD FROM VEHICLES AND EQUIPMENT LEAVING THE ROW.
AS MUD ACCUMULATES ON THE ENTRANCE, CLEAN STONE MUST BE ADDED OR THE TIRE MATS LIFTED AND SHAKEN TO
REMOVE MUD. ANY MUD THAT IS CARRIED ONTO THE PAVEMENT MUST BE THOROUGHLY REMOVED BY THE END OF THE
DAY BY SHOVELING OR SWEEPING. THE MUD WILL BE RETURNED TO THE ROW. THE USE OF WATER TO REMOVE SEDIMENT
TRACKED ONTO ROADWAYS IS PERMITTED ONLY AFTER SEDIMENT IS REMOVED AS STATED ABOVE.
MAINTENANCE OF THE CONSTRUCTION ENTRANCE MAY REQUIRE PERIODIC TOP DRESSING WITH ADDITIONAL STONE AND
CLEANOUT OF ANY STRUCTURES USED TO TRAP SEDIMENT. ADDITIONALLY, THE CONSTRUCTION ENTRANCE MAY NEED TO
BE SHOVELED THEN SWEPT, FOLLOWED BY WASHING OF THE ENTRANCE TO REMOVE ANY SEDIMENT BUILDUP. IF ANY
INADVERTENTLY SEDIMENT TRACKING OCCURS ON THE PUBLIC ROADWAY, THE ROAD WILL BE CLEANED THOROUGHLY BY
THE END OF EACH DAY.
DETI HAS IDENTIFIED BOTH PRIVATE AND PUBLIC ROADS WHICH WILL BE USED TO PROVIDE ACCESS TO THE PROPOSED ACP
PIPELINE ROW AND OTHER FACILITIES DURING CONSTRUCTION AND OPERATION OF THE PROJECT. IN SOME CASES, EXISTING
ROADS WILL REQUIRE IMPROVEMENT (SUCH AS GRADING, GRAVELLING, REPLACING OR INSTALLING CULVERTS, MINOR
WIDENING, AND/OR CLEARING OF OVERHEAD VEGETATION) TO SAFELY ACCOMMODATE CONSTRUCTION EQUIPMENT AND
VEHICLES. THE FOLLOWING CONDITIONS APPLY TO THE USE OF ACCESS ROADS:
• CONSTRUCTION ENTRANCES WILL HAVE STONE ACCESS ENTRANCE AND EXIT DRIVES AND PARKING AREAS TO REDUCE THE
TRACKING OF SEDIMENT ONTO PUBLIC OR PRIVATE ROADS. A CONSTRUCTION ENTRANCE WILL BE CONSTRUCTED AT ANY
POINT WHERE CONSTRUCTION EQUIPMENT LEAVES THE ROW AND ENTERS A PAVED PUBLIC ROAD OR OTHER PAVED
SURFACE.
• DURING CONSTRUCTION AND RESTORATION ACTIVITIES, ACCESS TO THE ROW IS LIMITED TO THE USE OF NEW OR
EXISTING ACCESS ROADS IDENTIFIED ON THE CONSTRUCTION ALIGNMENT SHEETS.
• TO THE EXTENT POSSIBLE, ACCESS THROUGH WETLANDS WILL BE LIMITED TO THE CONSTRUCTION ROW AND THOSE
EXISTING ROADS REQUIRING NO MODIFICATION OR IMPROVEMENTS, OTHER THAN ROUTINE REPAIR, AND POSING NO
IMPACT ON THE WETLAND.
• THE CONSTRUCTION ROW MAY BE USED FOR ACCESS ACROSS WETLANDS WHEN THE WETLAND SOIL IS FIRM ENOUGH TO
AVOID RUTTING OR THE CONSTRUCTION ROW HAS BEEN APPROPRIATELY STABILIZED TO AVOID RUTTING (E.G., TIMBER
MATTING). HOWEVER, ACCESS IS NOT ALLOWED THROUGH WETLANDS THAT WOULD NOT OTHERWISE BE IMPACTED BY
THE PROJECT.
• IN WETLANDS THAT CANNOT BE APPROPRIATELY STABILIZED, ALL CONSTRUCTION EQUIPMENT OTHER THAN THAT NEEDED
TO INSTALL THE WETLAND CROSSING WILL USE ACCESS ROADS LOCATED IN UPLAND AREAS. WHERE ACCESS ROADS IN
UPLAND AREAS DO NOT PROVIDE REASONABLE ACCESS, LIMIT ALL OTHER CONSTRUCTION EQUIPMENT TO ONE PASS
THROUGH THE WETLAND USING THE CONSTRUCTION ROW.
• MAINTAIN SAFE AND ACCESSIBLE CONDITIONS AT ALL ROAD CROSSINGS AND ACCESS POINTS DURING CONSTRUCTION
AND RESTORATION. ACCESS ROAD MAINTENANCE THROUGH THE CONSTRUCTION SEQUENCE MAY INCLUDE GRADING
AND THE ADDITION OF GRAVEL OR STONE WHEN NECESSARY.
• MAINTAIN ACCESS ROADS IN A STABLE MANNER TO PREVENT OFF -ROW IMPACTS, INCLUDING IMPACTS TO ADJACENT
AND/OR NEARBY SENSITIVE RESOURCE AREAS, AND IMPLEMENT ALL APPROPRIATE ESC MEASURES FOR
CONSTRUCTION/IMPROVEMENT OF ACCESS ROADS.
• IF EROSION IS OBSERVED ADJACENT TO ACCESS ROADS, IMMEDIATELY REPAIR, STABILIZE, OR IMPLEMENT ADDITIONAL ESC
MEASURES. ADDITIONAL MEASURES INCLUDE SILT FENCE, CHECK DAMS, OR EROSION CONTROL FABRIC. THE EI WILL
IMPLEMENT THE APPROPRIATE ESC MEASURE BASED UPON OBSERVED SITE CONDITIONS.
• MINIMIZE THE USE OF TRACKED EQUIPMENT ON PUBLIC ROADWAYS AND IN ACCORDANCE WITH REQUIREMENTS OF THE
MANAGING AGENCY.
• REMOVE ANY SOIL OR GRAVEL SPILLED OR TRACKED ONTO ROADWAYS DAILY OR MORE FREQUENT AS NECESSARY TO
MAINTAIN SAFE ROAD CONDITIONS.
• REPAIR ANY DAMAGES TO ROADWAY SURFACES, SHOULDERS, AND BAR DITCHES.
• IF CRUSHED STONE/ROCK ACCESS PADS ARE USED IN RESIDENTIAL OR AGRICULTURAL AREAS, STONE WILL BE PLACED ON
SYNTHETIC, NONWOVEN GEOTEXTILE FABRIC TO FACILITATE REMOVAL AFTER CONSTRUCTION.
• ALL ACCESS ROADS ACROSS A WATERBODY MUST USE AN EQUIPMENT BRIDGE.
• FOR ACCESS THROUGH A SATURATED WETLAND, USE TIMBER MATS OR AN EQUIVALENT UNLESS OTHERWISE AUTHORIZED
BY AGENCY PERMITS.
• LIMIT CONSTRUCTION EQUIPMENT OPERATING IN WETLAND AREAS TO THAT NEEDED TO CLEAR THE ROW, DIG THE
TRENCH, FABRICATE AND INSTALL THE PIPELINE, BACKFILL THE TRENCH, AND RESTORE THE CONSTRUCTION ROW. ALL
OTHER CONSTRUCTION EQUIPMENT WILL USE ACCESS ROADS LOCATED IN UPLAND AREAS TO THE MAXIMUM EXTENT
PRACTICAL.
• ROADS WILL BE SURFACED WITH STONE OR ANOTHER SUITABLE MATERIAL TO PROVIDE A NON -ERODIBLE RUNNING
SURFACE.
• CUT -BANKS AND FILL -SLOPES WILL BE STABILIZED AS SOON AS FEASIBLE TO A NON -ERODIBLE CONDITION USING
VEGETATION, ROCK, GEOTEXTILE MATERIAL, OR OTHER SUITABLE MATERIAL.
• SILT FENCE OR STONE OUTLET PROTECTION WILL BE CONSTRUCTED AT OUTLETS OF DRAINAGE STRUCTURES.
• WHEN ACCESS ROADS INTERSECT PUBLIC HIGHWAYS, THE CONTRACTOR WILL USE A COMBINATION OF GEOTEXTILE AND
STONE (TEMPORARY STONE CONSTRUCTION ENTRANCE) TO HELP KEEP MUD OFF HIGHWAY ENTRANCES. WHERE
SEDIMENT IS TRANSPORTED ONTO A PAVED OR PUBLIC ROAD SURFACE, THE ROAD SURFACE WILL BE CLEANED
THOROUGHLY AT THE END OF EACH DAY. SEDIMENT WILL BE REMOVED FROM THE ROADS BY SHOVELING OR SWEEPING
AND TRANSPORTED TO A SEDIMENT CONTROL DISPOSAL AREA. STREET WASHING WILL BE ALLOWED ONLY AFTER
SEDIMENT IS REMOVED IN THIS MANNER.
• ROADS WILL BE MAINTAINED SO THAT WATER CAN FLOW FREELY FROM THE ROAD SURFACE.
• TEMPORARY ACCESS ROADS WILL FOLLOW EXISTING CONTOURS AS MUCH AS POSSIBLE
SYM. I DATE I BY I REVISION INFORMATION
HORIZONTAL DIRECTIONAL DRILL (HDD)
THE HDD METHOD IS A PROCESS THAT ALLOWS FOR TRENCHLESS CONSTRUCTION BY DRILLING A HOLE BENEATH A SURFACE
FEATURE, SUCH AS A WATERBODY OR OTHER UNIQUE RESOURCE, AND INSTALLING A PREFABRICATED SEGMENT OF PIPELINE
THROUGH THE HOLE. THE METHOD AVOIDS DISTURBANCE TO THE SURFACE OF THE ROW BETWEEN THE ENTRY AND EXIT POINTS
OF THE DRILL. THE METHOD IS SOMETIMES USED TO INSTALL PIPELINES UNDERNEATH SENSITIVE RESOURCES OR AREAS THAT
PRESENT DIFFICULTIES ASSOCIATED WITH CONSTRUCTION OR ACCESS USING TYPICAL INSTALLATION METHODS. HDDS CAN
PROVIDE CERTAIN ADVANTAGES OVER TYPICAL CONSTRUCTION METHODS, SUCH AS AVOIDANCE OF SURFACE DISTURBANCE,
RIPARIAN TREE CLEARING, OR IN -STREAM CONSTRUCTION.
FOR EACH HDD CROSSING, ELECTRIC GRID GUIDE WIRES WILL BE LAID BY HAND ON THE GROUND ALONG THE PIPELINE
CENTERLINE TO CREATE AN ELECTROMAGNETIC SENSOR GRID. THE GRID WILL BE USED BY THE HDD OPERATOR TO STEER THE
DRILL HEAD DURING DRILLING. NO GROUND OR SURFACE DISTURBING ACTIVITIES WILL BE REQUIRED FOR INSTALLATION OF THE
GUIDEWIRES. IN THICKLY VEGETATED AREAS, HOWEVER, A SMALL PATHWAY MEASURING APPROXIMATELY 2 TO 3 FEET IN
WIDTH MAY NEED TO BE CUT WITH HAND TOOLS TO CREATE A PATH FOR THE WIRES.
TO COMPLETE EACH HDD, A DRILL RIG WILL BE PLACED ON THE ENTRY SIDE OF THE CROSSING AND A SMALL -DIAMETER PILOT
HOLE WILL BE DRILLED ALONG A PREDETERMINED PATH BENEATH THE WATERBODY USING A POWERED DRILL BIT. AS DRILLING
PROGRESSES, ADDITIONAL SEGMENTS OF DRILL PIPE WILL BE INSERTED INTO THE PILOT HOLE TO EXTEND THE LENGTH OF THE
DRILL. THE DRILL BIT WILL BE STEERED AND MONITORED THROUGHOUT THE PROCESS TO MAINTAIN THE DESIGNATED PATH OF
THE PILOT HOLE. ONCE THE PILOT HOLE IS COMPLETE, THE ELECTRIC SENSOR GRID WILL BE REMOVED AND THE HOLE WILL BE
ENLARGED TO ACCEPT THE PIPELINE.
TO ENLARGE THE PILOT HOLE, A LARGER REAMING TOOL WILL BE ATTACHED TO THE END OF THE DRILL ON THE EXIT SIDE OF THE
HOLE. THE REAMER WILL BE DRAWN BACK THROUGH THE PILOT HOLE TO THE DRILL RIG ON THE ENTRY SIDE OF THE HOLE.
DRILL PIPE SECTIONS WILL BE ADDED TO THE REAR OF THE REAMER AS IT PROGRESSES TOWARD THE RIG, ALLOWING A STRING
OF DRILL PIPE TO REMAIN IN THE HOLE AT ALL TIMES. SEVERAL PASSES WITH PROGRESSIVELY LARGER REAMING TOOLS WILL BE
REQUIRED TO ENLARGE THE HOLE TO A SUFFICIENT DIAMETER TO ACCOMMODATE THE PIPELINE. THE FINAL HOLE WILL BE
APPROXIMATELY 12 INCHES LARGER THAN THE PIPELINE TO BE INSTALLED.
THROUGHOUT THE DRILLING PROCESS, A FLUID MIXTURE CONSISTING OF WATER AND BENTONITE CLAY (A NATURALLY
OCCURRING MINERAL) WILL BE PUMPED INTO THE DRILL HOLE TO LUBRICATE THE BIT, TRANSPORT CUTTINGS TO THE SURFACE,
AND MAINTAIN THE INTEGRITY OF THE HOLE. WATER FOR THE MIXTURE WILL BE PUMPED FROM THE WATERBODY TO THE DRILL
SITE THROUGH A HOSE OR TEMPORARY NETWORK OF IRRIGATION -TYPE PIPING OR TRUCKED IN FROM ANOTHER SOURCE. THE
PUMP INTAKE WILL BE APPROPRIATELY SCREENED TO PREVENT ENTRAINMENT OF AQUATIC SPECIES. SMALL PITS WILL BE DUG
AT OR NEAR THE ENTRY AND EXIT POINTS FOR THE HDD TO TEMPORARILY STORE THE DRILLING FLUID AND CUTTINGS. THE FLUID
AND CUTTINGS WILL BE PUMPED FROM THE PITS TO AN ON-SITE RECYCLING UNIT WHERE THE FLUID WILL BE PROCESSED FOR
REUSE.
THE PIPELINE SEGMENT (ALSO CALLED A PULL SECTION) TO BE INSTALLED BENEATH THE SURFACE FEATURE WILL BE FABRICATED
ON THE ROW OR IN THE ADDITIONAL TEMPORARY WORK SPACE (ATWS) ON THE EXIT SIDE OF THE CROSSING WHILE THE DRILL
HOLE IS REAMED TO SIZE. THE PULL SECTION WILL BE INSPECTED AND HYDROSTATICALLY TESTED PRIOR TO INSTALLATION.
AS THE PIPELINE IS BEING INSTALLED, EXCESS DRILLING FLUID WILL BE COLLECTED AND INCORPORATED INTO THE SOIL IN AN
UPLAND AREA OR DISPOSED OF AT AN APPROPRIATE FACILITY. IF WATER IS LEFT OVER FROM THE DRILLING PROCESS, IT WILL BE
DISCHARGED INTO A WELL -VEGETATED UPLAND AREA OR AN ENERGY DISSIPATION/SEDIMENT FILTRATION DEVICE, SUCH AS A
GEOTEXTILE FILTER BAG, IN A MANNER THAT DOES NOT AFFECT FLOWING STREAMS OR OFF-SITE PROPERTY.
IF AN HDD CROSSING IS SUCCESSFUL, THERE ARE LITTLE TO NO IMPACTS ON THE SURFACE FEATURE BEING CROSSED. IF A
NATURAL FRACTURE OR WEAK AREA IN THE GROUND IS ENCOUNTERED DURING DRILLING, HOWEVER, AN INADVERTENT RETURN
OF DRILLING FLUID TO THE ENVIRONMENT COULD OCCUR. SUBSTRATE CONSISTING OF UNCONSOLIDATED GRAVEL, COARSE
SAND, OR FRACTURED BEDROCK COULD PRESENT CIRCUMSTANCES THAT INCREASE THE LIKELIHOOD OF AN INADVERTENT
RETURN. DEPENDING ON THE ORIENTATION OF THE NATURAL FRACTURE OR SUBSTRATE, THE DRILLING FLUID MAY MOVE
LATERALLY OR VERTICALLY FROM THE DRILL HOLE. IF THE DRILLING FLUID MOVES LATERALLY, THE RELEASE MAY NOT BE
EVIDENT ON THE GROUND. FOR AN INADVERTENT RETURN TO BE EVIDENT ON THE SURFACE, THERE MUST BE A PREFERENTIAL
PATHWAY EXTENDING VERTICALLY FROM THE DRILL HOLE TO THE SURFACE OF THE GROUND. THE VOLUME OF FLUID RELEASED
IN AN INADVERTENT RETURN IS DEPENDENT ON A NUMBER OF FACTORS, INCLUDING THE SIZE OF THE PATHWAY, THE
PERMEABILITY OF THE GEOLOGIC MATERIAL, THE VISCOSITY OF THE FLUID, AND THE PRESSURE OF THE HYDRAULIC DRILLING
SYSTEM.
DETI'S HORIZONTAL DIRECTIONAL DRILL FLUID MONITORING, OPERATIONS, AND CONTINGENCY PLAN (HDD PLAN), IDENTIFIES
TYPICAL CONTINGENCY MEASURES TO BE IMPLEMENTED IN THE EVENT OF A DRILL FAILURE, SUCH AS DRILLING ALONG A NEW
PATH, ABANDONING AND SEALING THE DRILL HOLE, AND IMPLEMENTING AN ALTERNATE CROSSING METHOD, AND DESCRIBES
THE PROCEDURES TO BE FOLLOWED IN THE EVENT OF AN INADVERTENT RETURN OF DRILLING FLUID. IF A RELEASE OCCURS ON
LAND, INCLUDING WITHIN A WETLAND, A SMALL PIT WILL BE EXCAVATED AT THE RELEASE SITE TO CONTAIN THE SPREAD OF THE
FLUID, AND A PUMP WILL BE USED TO TRANSFER THE FLUID FROM THE PIT INTO A CONTAINMENT VESSEL. IF AN INADVERTENT
RETURN OCCURS INA WATERBODY, IT WILL BE MORE DIFFICULT TO CONTAIN BECAUSE THE FLUID WILL BE DISPERSED INTO THE
WATER AND CARRIED DOWNSTREAM. IN THIS SITUATION, AN ATTEMPT WILL BE MADE TO PLUG THE FLOW PATH BY ADDING
THICKENING AGENTS TO THE DRILLING FLUID, SUCH AS ADDITIONAL BENTONITE, COTTONSEED HULLS, OR OTHER
NON -HAZARDOUS MATERIALS. DETI WILL CONSULT WITH AND OBTAIN PERMISSION FROM THE APPROPRIATE STATE
REGULATORY AGENCIES REGARDING THE USE OF ADDITIVES DURING THE HDD (OR CONVENTIONAL BORE) PROCESS, AND
CONFIRM THAT ADDITIVES WILL NOT VIOLATE WATER QUALITY STANDARDS.
PROJECT/TASK I APP.
DRAWN:
CM 10/20/2017
CHECKED:
SR 10/20/2017
APP. FOR BID:
I APP. FOR CONST.
SCALE:
LICENSE #F-1223
ERM NC, .INC.
15720 BRLNHAM HILL AVENUE, SUITE 120
CHARLOTTE, NORTH CAROLINA 29277
{709)541-8345
AS SHOWN
Atlantic Coast Pipeline, LLC
925 White Oaks Blvd. Bridgeport, West Virginia 26330 / 681-842-8000
TITLE: ATLANTIC COAST PIPELINE
EROSION AND SEDIMENT CONTROL DETAILS
DISTRICT: COUNTY. STATE: NC GROUP DWG. NO. REV.
DIRiFILE: ACP\North Carol ina\Details 9 OF 9 1
V1 1?0
*\l�5
^p
10/20/2017
CM
ISSUED IN RESPONSE to NCDEQ COMMENTS RECIEVED ON SEPTEMBER 15, 2017 (SUPERCEEDS REVISIONS FROM OCTOBER 06, 2017)
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ISSUED IN RESPONSE to NCDEQ COMMENTS
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CHECKED:
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SCALE:
LICENSE #F-1223
ERM NC, .INC.
15720 BRLNHAM HILL AVENUE, SUITE 120
CHARLOTTE, NORTH CAROLINA 29277
{709)541-8345
AS SHOWN
Atlantic Coast Pipeline, LLC
925 White Oaks Blvd. Bridgeport, West Virginia 26330 / 681-842-8000
TITLE: ATLANTIC COAST PIPELINE
EROSION AND SEDIMENT CONTROL DETAILS
DISTRICT: COUNTY. STATE: NC GROUP DWG. NO. REV.
DIRiFILE: ACP\North Carol ina\Details 9 OF 9 1

ATLANTIC COAST PIPELINE PROJECT
CONTRACTOR YARDS -RALEIGH REGION
HALIFAX AND JOHNSTON COUNTIES, NORTH CAROLINA
EROSION & SEDIMENT CONTROL PLAN
PROJECT CONTACTS
W O� Dominion
.,am
a�M Energy
OWNER/APPLICANT
DOMINION ENERGY TRANSMISSION, INC.
5000 DOMINION BOULEVARD
GLEN ALLEN, VA 23060
PHONE: [phone]
ERM NC, INC.
CONSULTANT
ERM NC, INC.
LICENSE #F-1223
15720 BRIZHAM HILL AVENUE, SUITE 120
CHARLOTTE, NORTH CAROLINA 28277
SCOTT ROBINSON, PE
704-541-8345
[e-mail]
EXISTING INFORMATION SOURCES
CONTOURS AND BASE MAP PROVIDED BY 13
CONSULTING, LLC WITH ADDITIONAL CONTOURS
OBTAINED FROM THE USGS NATIONAL ELEVATION
DATASET.
PLAN REPRODUCTION WARNING
THE PLANS HAVE BEEN CREATED ON 24"X36"
SHEETS FOR REDUCTIONS, REFER TO GRAPHIC
SCALE.
THE PLANS HAVE BEEN CREATED FOR FULL
COLOR PLOTTING, AND SET OF THE PLANS THAT
IS NOT PLOTTED IN FULL COLOR SHALL NOT BE
CONSIDERED ADEQUATE FOR CONSTRUCTION
PURPOSES.
***WARNING*** INFORMATION MAY BE LOST IN
COPYING AND/OR GRAY SCALE PLOTTING.
NORTH CAROLINA
SHEET INDEX
LOCATION MAP
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2
10/20/2017
SHEET 1 -
COVER SHEET
2
10/20/2017
SHEET 2 -
HALIFAX (SP8_CY
SPR08-A) AERIAL OVERVIEW
2
10/20/2017
SHEET 3 -
HALIFAX (SP8_CY
SPR08-A) ESCP
2
10/20/2017
SHEET 4 -
SMITHFIELD (SP9_CY
SPR09-A) AERIAL OVERVIEW
2
10/20/2017
SHEET 5 -
SMITHFIELD (SP9_CY
SPR09-A) ESCP
1*
2
10/20/2017
SHEET 6 -
ESCP NOTES
1*
2
10/20/2017
SHEET 7 -
ESCP DETAILS
1*
2
10/20/2017
SHEET 8 -
ESCP DETAILS
2
10/20/2017
SHEET 9 -
ESCP DETAILS
DRAWING INDEX
LEGEND
F
FILLED CIRCLE INDICATES DRAWING INCLUDED WITHIN THIS ISSUE
MOST RECENT REVISION NUMBER
F MOST RECENT ISSUE OR REVISION DATE
461-
X/XX/201X
SHEET X
-SHEET TITLE
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GENERAL NOTES AND COMMENTS: SYM. DATE BY
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. Qo 03/10/17 NJB
2. DISCREPANCIES FOUND IN THE PROJECT EXISTING CONDITIONS MUST BE REPORTED TO THE PROJECT ENGINEER/OWNER. Q 08/04/17 WTS
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.
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15720 Brixham Hill Ave, Suite 120 1
ER1VI Charlotte, NC 28277 [phone]
Q 925 White Oaks Blvd. Bridgeport, West Virginia 26330 / 681-842-8000
DRAWN: NJB 08/04/17
02 �94 - TITLE: ATLANTIC COAST PIPELINE
CHECKED:
�,,�,'••,, �I(0 ��G��`; APP. FOR BID: HALIFAX CONTRACTOR YARD AERIAL OVERVIEW
,'',NG (h c�a GROUP DWG. NO. REV.
Or•. • • • ^<<;� . `�� APP. FOR CONST.. DISTRICT. _ COUNTY HALIFAX STATE. NC
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PROP. 18" CULVERT
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I I I II I I
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GENERAL NOTES AND COMMENTS: SYM. DATE BY
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. Qo 03/10/17 NJB
2. DISCREPANCIES FOUND IN THE PROJECT EXISTING CONDITIONS MUST BE REPORTED TO THE PROJECT ENGINEER/OWNER. Q 08/04/17 WTS
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
lei
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C3
WATERBODY
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(REF. SHEET 9)
DIVERSION SWALE AND
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(REF. SHEET 8)
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REVISION INFORMATION
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LIMITS OF CONSTRUCTION
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PROPOSED DIVERSION SWALE
Atlantic Coast Pipeline, LLC
925 White Oaks Blvd. Bridgeport, West Virginia 26330 / 681-842-8000
ATLANTIC COAST PIPELINE
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COUNTY. HALIFAX STATE: NC GROUP DWG. NO. REV.
ACP\North Carolina\ - 3 OF 9 2

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THE CONTRACTOR IS RESPONSIBLE FOR VERIFYING ITS ACCURACY. Q 03/10/17 NJB
2. DISCREPANCIES FOUND IN THE PROJECT EXISTING CONDITIONS MUST BE REPORTED TO THE PROJECT ENGINEER/OWNER. Q 08/04/17 WTS
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
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DRAWN: WTS 09/29/17
2No94 CHECKED: _ _ TITLE: ATLANTIC COAST PIPELINE
�;�;�•.. �� �G7,.G�,?;= APP. FOR BID: SMITHFIELD CONTRACTOR YARD AERIAL OVERVIEW
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APP. FOR CONST.: DISTRICT: _ COUNTY: JOHNSTON STATE: NC
SCALE. AS NOTED DIRiFILE: ACP\North Carolina\ — 4 OF 9 2
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DRAWN: WTS 09/29/17
2No94 CHECKED: _ _ TITLE: ATLANTIC COAST PIPELINE
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ROCK CONSTRUCTION
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SEDIMENT BASIN WITH
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PROP. 18" CULVERT
W/ OUTLET PROTECTION
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ROCK CONSTRUCTION
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FILTER FABRIC BETWEEN
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RESIDUAL SOIL
CLASS II
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SLOPES
STORAGE
VOLUME
PROVIDED
(CF)
DRAINAGE
RUNOFF SCS
QPRE
AREA
2 -YR
QPOST
WEIR LENGTH
L
10.00' MIN.
TOP OF
DAM
ELEVATION
WEIR
ELEVATION
SB -1
8.58*
13,730
11,178
7,135
4.0'
4.5'
0.5
1'
2:1
39,800
10.0
19.2
12'
138.0
136.5
SB -2
5.25*
8,400
4,875
2,800
2.0'
2.5'
0.5'
1'
2:1
8,620
10.1
20.0
30'
142.0
140.5
SB -3
5.56**
20,016
5,778
2,725
4.0'
5.0'
0.5
1'
2:1
21,258
5.5
0.1
10'
142.5
141.0
SB -4
12.96***
33,100
11,100
7,890
2.5'
3.0'
0.5
1'
2:1
32,971
23.8
9.9
12'
140.5
139.0
*GRAVEL PARKING LOT, 1,800 CUBIC FEET PER ACRE - STORAGE VOLUME TOTAL I 49.4 I 49.2
**EQUIPMENT AREA, 3,600 CUBIC FEET PER ACRE - STORAGE VOLUME
***EQUIPMENT AREA AND OFF-SITE AREA PASSING THROUGH BASIN, 3,600 CUBIC FEET PER ACRE - STORAGE VOLUME APPLIED TO EQUIPMENT AREA ONLY.
INSTALL 6 -INCH DIAMETER SKIMMER AND 6 -INCH DIAMETER CULVERT PER PRACTICE 6.64, (EQUIPMENT AREA 9.19 AC, OFF-SITE AREA 3.77 AC)
SEDIMENT BASIN
NOTES:
1. SKIMMER IS TO BE A SURFACE DEWATERING DEVICE
SUCH AS BMP SKIMMER OR APPROVED DEVICE.
2. SKIMMER SHOULD RISE TO LEVEL OF WEIR HEIGHT IN
TEMPORARY BASIN OR TO RISER INLET.
RIGID FLEX'
OUTLET END: CONNECTION
TO OUTLET PIPE OR RISER
VENT
SCHEDULE 40 PVC_
TRUE
NORTH
-N-
100 0 50 100
IIIII�IIII
L E G E N D
SCREEN
ACCESSIBLE
THROUGH DOOR
�-- FLOAT
RETRIEVAL ROPE
BARREL PIPE LONGER THAN SHOWN.
NOT INCLUDED WITH SKIMMER SUPPLIED BY USER.
SKIMMER DETAIL
�I►�il�r►Y�]�K�7►[►��:i�l��[�7►
PROPOSED COMPOST
FILTER SOCK OR SILT FENCE
CULVERT
®
(41.4 ACRES)
- -
C
LIMITS OF DISTURBANCE
®
(34.8 ACRES)
E
OVERHEAD ELECTRIC LINE
FENCE
_..._..._..._..._
DITCH
STREAM
-___- 140 ------
CONTOUR
wjob 115f
WETLAND
$
UTILITY POLE
GA
E
GUY ANCHOR
-TBM
TEMPORARY BENCH MARK
PROPOSED COMPOST
FILTER SOCK OR SILT FENCE
CULVERT
®
FUEL TANK AREA (25'x 250')
TRAILER (24'x 60')
®
STORAGE UNITS
TOP SOIL SEGREGATION AREA
GRAVEL AREA.
PROPOSED STORM WATER BASIN
FLOW ARROW
ROCK CONSTRUCTION
ENTRANCE (OR APPROVED
ALT.)
OUTLET PROTECTION
�<
PROPOSED CULVERT
PROPOSED DIVERSION SWALE
GENERAL NOTES AND COMMENTS: SYM. DATE BY REVISION INFORMATION PROJECT/TASK APP. SEAL
1. CONTOURS AND BASE MAP PROVIDED BY 13 ENGINEERING AND CONSULTING, LLC WITH ADDITIONAL CONTOURS OBTAINED FROM THE USGS NATIONAL ELEVATION DATASET. `,`t��� `CA�,�'�i��� ERM NC, INC. � � �
THE CONTRACTOR IS RESPONSIBLE FOR VERIFYING ITS ACCURACY. Qo 03/10/17 NJB ISSUED FOR REVIEW - - `�� �� O / ��f License #F-1223 Atlantic Coast Pipeline LLC
x � ��$( ' '.i 15720 Brixham Hill Ave, Suite 120 1
2. DISCREPANCIES FOUND IN THE PROJECT EXISTING CONDITIONS MUST BE REPORTED TO THE PROJECT ENGINEER/OWNER. Q 08/04/17 WTS ISSUED FOR REVIEW - - �` �.•'� � � ERM Charlotte, NC 28277 [phone] g25 White Oaks Blvd. Bridgeport, West Virginia 26330 / 681-842-8000
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 Q 10/20/2017 WTS ISSUED FOR REVIEW _ _ :'Q ,: ~ ~ DRAWN: WTS 09/29/17
PERFORM "CALL BEFORE YOU DIG" TO COORDINATE WITH UTILITY COMPANIES, AND LOCATE AND IDENTIFY ALL UTILITIES PRIOR TO CONSTRUCTION. TITLE:
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 - 02 ' 9� CFIECKED: _ _ ATLANTIC COAST P I P E L I N E
CONTROL MEASURES ARE SPECIFIED. � �, �
�, , �0 �u �7..''�,�`: APP. FOR BID: SMITHFIELD CONTRACTOR YARD ESCP
'i �,•';,N[? ((�F;.�'�G� : GROUP DWG. NO. REV.
i� ��, •.,,,, �,:,�� \ti APP. FOR CONST.: DISTRICT: _ COUNTY.• JOHNSTON STATE: nJC
'��,,,� � t � �,,t�' scAt_E: AS NOTED D/RiF/t_E. ACP\North Carolina\ -

EROSION AND SEDIMENT CONTROL PLAN NARRATIVE
THE EROSION AND SEDIMENT (E&S) CONTROL MEASURES FOR THE PIPELINE CONSTRUCTION ACTIVITIES PRIMARILY CONSIST OF
BUT ARE NOT LIMITED TO COMPOST FILTER SOCK, BELTED SILT RETENTION FENCE, SUPER SILT FENCE, SLOPE BREAKERS, AND
TEMPORARY AND PERMANENT SEEDING AND MULCHING. BEST MANAGEMENT PRACTICES (BMP) SPECIFICATIONS FOR THE E&S
CONTROL PLAN (E&SCP) ARE TO BE UTILIZED BY THE CONSTRUCTION CONTRACTOR ACCORDING TO THE PROVIDED PLAN.
GENERAL CONSTRUCTION NOTES:
1. DISCHARGING SEDIMENT LADEN WATER WHICH WILL CAUSE OR CONTRIBUTE TO THE DEGRADATION OF A BENEFICIAL USE OF
A WATER OF THE STATE FROM THE CONSTRUCTION SITE, A DEWATERING SITE, OR SEDIMENT BASINTRAP INTO ANY SURFACE
WATER WITHOUT FILTRATION OR EQUIVALENT TREATMENT IS PROHIBITED.
2. THE DISCHARGER SHALL AMEND THE EROSION & SEDIMENT CONTROL PLAN WHENEVER THERE IS A CHANGE IN THE
CONSTRUCTION OR OPERATIONS, WHICH MAY EFFECT THE DISCHARGE OF POLLUTANTS TO SURFACE WATERS OR
GROUNDWATER.
3. DISCHARGES ORIGINATING FROM OFF-SITE SOURCES, WHICH FLOW THROUGH OR ACROSS THE AREAS DISTURBED BY
CONSTRUCTION, MAY BE DIVERTED AROUND THE ACTIVE CONSTRUCTION AREA WHENEVER POSSIBLE.
4. PERFORM PERMANENT OR TEMPORARY SOIL STABILIZATION WITHIN 7 DAYS WHEN SITE IS AT FINAL GRADE AND ON SITES THAT
ARE NOT AT FINAL GRADE, BUT WILL REMAIN DORMANT FOR MORE THAN 14 DAYS.
5. DUE TO VARYING SITE CONDITIONS, ADDITIONAL SEDIMENT CONTROL BMPS MAY BE NECESSARY BEYOND THE MEASURES
SHOWN ON THE E&S CONTROL PLAN.
6. STAGING AREAS, ASSEMBLY AREAS, TEMPORARY EQUIPMENT AND NON -HAZARDOUS MATERIAL STORAGE AREAS SHALL BE
LOCATED OUTSIDE 100 -YR FLOOD ZONES. HAZARDOUS MATERIAL STORAGE AREAS SHALL BE LOCATED AT LEAST 100 FEET
BACK FROM SURFACE WATER BODIES.
7. EQUIPMENT STORAGE IN CONSTRUCTION STAGING AREAS SHALL BE LOCATED A MINIMUM OF 100 FEET AWAY FROM WETLAND
EDGE.
8. AT MINIMUM, ALL BMPS ARE TO BE INSPECTED ONCE EVERY SEVEN CALENDAR DAYS AND WITHIN 24 HOURS AFTER ANY STORM
EVENT GREATER THAN 0.5 -INCH PER 24-HOUR PERIOD DURING THE ENTIRE PROJECT. A WRITTEN REPORT MUST ALSO BE
COMPLETED, DOCUMENTING EACH INSPECTION AND, IF NECESSARY, ANY REPAIR, REPLACEMENT OR MAINTENANCE ACTIVITY.
9. THE CONTRACTOR SHALL TAKE PRECAUTIONARY MEASURES TO PROTECT ANY EXISTING FACILITY SHOWN ON THE DRAWINGS,
AND ANY OTHER WHICH IS NOT ON RECORD OR NOT SHOWN ON THE DRAWINGS. THE CONTRACTOR SHALL POTHOLE EXISTING
UTILITIES AT THE POINTS OF CONNECTION AND ALL UTILITY CROSSINGS TO DETERMINE EXACT LOCATIONS PRIOR TO THE
START OF WORK. ANY DISCREPANCIES BETWEEN THESE DRAWINGS AND EXISTING CONDITIONS SHALL BE REPORTED TO THE
ENGINEER OF RECORD IMMEDIATELY.
10. ALL WORK WITHIN A PUBLIC RIGHT-OF-WAY SHALL BE COORDINATED WITH THE AGENCY HAVING JURISDICTION.
11. ALL REQUIRED PERMITS MUST BE OBTAINED PRIOR TO STARTING WORK.
12. DURING CONSTRUCTION, THE CONTRACTOR SHALL BE RESPONSIBLE FOR CONSTRUCTION, STABILIZATION AND MAINTENANCE
OF ALL EXISTING AND PROPOSED SITE EROSION & SEDIMENTATION CONTROL DEVICES AND FACILITIES.
13. THE CONTRACTOR AGREES THAT IN ACCORDANCE WITH GENERALLY ACCEPTED CONSTRUCTION PRACTICES, THE
CONTRACTOR WILL BE REQUIRED TO ASSUME SOLE AND COMPLETE RESPONSIBILITY FOR JOB SITE CONDITIONS DURING THE
COURSE OF CONSTRUCTION OF THE PROJECT, INCLUDING EROSION & SEDIMENTATION DEVICES AND SAFETY OF ALL PERSONS
AND PROPERTY; THAT THIS REQUIREMENT SHALL BE MADE TO APPLY CONTINUOUSLY AND NOT BE LIMITED TO NORMAL
WORKING HOURS, AND CONSTRUCTION CONTRACTOR FURTHER AGREES TO DEFEND, INDEMNIFY AND HOLD THE ENGINEER
OF RECORD HARMLESS OF ANY AND ALL LIABILITY, REAL OR ALLEGED, IN CONNECTION WITH THE PERFORMANCE OF WORK ON
THIS PROJECT, EXCEPTING LIABILITY ARISING FROM THE SOLE NEGLIGENCE OF ENGINEER OF RECORD.
14. AS SITE SPECIFIC CONDITIONS MAY WARRANT, THE E&SC PLAN MAY REQUIRE MINOR MODIFICATIONS TO ENSURE PROPER
PROTECTION OF RECEIVING WATERS. THE RESPECTIVE PROJECT ENVIRONMENTAL INSPECTOR (EI) WILL IDENTIFY SITE
SPECIFIC AREAS WHERE A CERTAIN BMP MODIFICATION(S) IS NECESSARY TO EITHER OMIT OR ENHANCE BMPS IN SUCH
AREAS. THIS PROCESS ENTAILS THE EI TO IDENTIFY LOCATIONS WHERE BMPS WILL NEED TO BE ALTERED, SUBSTITUTED OR
OMITTED AND CONTACT THE DOMINION GAS COMPLIANCE SPECIALIST TO REVIEW PROPOSED CHANGES. UPON REVIEW AND
APPROVAL BY THE DOMINION COMPLIANCE SPECIALIST, THE EI WILL REDLINE, DATE, AND SIGN THE E&SCP DRAWING(S)
DEPICTING THE REDLINE CHANGE(S). ONCE THIS PROCESS IS COMPLETED, THE EI WILL NOTIFY NCDEQ OF SUCH MINOR
MODIFICATION REDLINE AMENDMENTS AS REQUIRED BY THE GENERAL PERMIT.
BMP INSTALLATION AND REMOVAL SEQUENCE
CONSTRUCTION MUST BE IN ACCORDANCE WITH THE FOLLOWING SEQUENCE. THIS SEQUENCE IS DESIGNED TO MINIMIZE SOIL
EROSION AND SEDIMENTATION. THE CONTRACTOR MAY DEVIATE SLIGHTLY FROM THE STAGING OF PERMANENT SITE
IMPROVEMENTS, BUT NO DEVIATION FROM THE RELATIVE ORDER OF EROSION AND SEDIMENTATION CONTROL MEASURES WILL BE
ALLOWED.
THE STAGING OF EARTHMOVING ACTIVITIES FOR THIS PROJECT IS A GENERAL DESCRIPTION OF THE WORK REQUIRED. ALL WORK
SHALL BE COMPLETED IN ACCORDANCE WITH COMPANY STANDARDS, THE NORTH CAROLINA DEPARTMENT OF ENVIRONMENTAL
QUALITY REGULATIONS AND ALL OTHER APPLICABLE FEDERAL, STATE OR LOCAL REQUIREMENTS.
THE APPROVED EROSION AND SEDIMENTATION CONTROL PLAN INCLUDING THE SOIL EROSION CONTROL DRAWINGS AND NARRATIVE
SHALL BE AVAILABLE ON SITE AT ALL TIMES DURING EARTH DISTURBANCE.
1. STAKE AND/OR FLAG ALL LIMITS OF DISTURBANCE FOR CONSTRUCTION ACTIVITIES, CLEARLY IDENTIFYING WETLAND AND
STREAM EDGES. INSTALL SIGNS TO DESIGNATE THE AREA TO IDENTIFY IMPORTANT PROJECT ATTRIBUTES SUCH AS
WETLANDSTREAM BOUNDS, EXCLUSION AREAS ETC.
2. INSTALL ROCK CONSTRUCTION ENTRANCES IMMEDIATELY BEFORE INITIAL DISTURBANCES. THE ROCK CONSTRUCTION
ENTRANCES TO BE UNDERLAIN BY FILTER FABRIC. ALL CONSTRUCTION TRAFFIC SHOULD USE ONLY ROCK CONSTRUCTION
ENTRANCE FOR INGRESS AND EGRESS. ALL MUD OR SEDIMENT TRACKED ONTO THE EXISTING ROADWAY SHALL BE REMOVED
BY THE CONTRACTOR AS NECESSARY.
3. INSTALL SILT FENCE AND COMPOST FILTER SOCKS AS NECESSARY ALONG THE ACCESS ROADS TO PREVENT SEDIMENT LADEN
RUNOFF FROM ENTERING DOWNSTREAM WATER BODIES. MAINTAIN THE ACCESS ROADS AS REQUIRED, ASSOCIATED DITCHES,
AND NECESSARY OUTLET PROTECTION.
4. PRIOR TO AND SIMULTANEOUS WITH GRADING AND EXCAVATION, INSTALL REMAINING EROSION CONTROL DEVICES (ECD)
SHOWN ON THE PLANS.
5. COMMENCE GRADING AND ASSOCIATED CUT AND FILL SLOPES. THE EARTH MOVING ACTIVITY SHALL BEGIN IN AREA OF CUT SO
THAT THE CUTS CAN BE PLACED IN AREAS OF FILL. REMOVE TOPSOIL FROM AREAS TO RECEIVE FILL PRIOR TO FILLING.
6. FINALIZE UTILITY INSTALLATION AND ROADWAY GRADES AND PLACE TOPSOIL ON THE CUT AND FILL AREAS. STABILIZE CUT AND
FILL SLOPES, AFTER PLACEMENT OF STOCKPILED TOPSOIL ON EXCAVATED SLOPES, AND AS DIRECTED.
7. RE -DISTRIBUTION OF WET SEDIMENT FROM DEVICES AND FACILITIES SHALL ONLY BE PERMITTED UPHILL OF AN EFFECTIVE
SEDIMENT CONTROL DEVICE OR FACILITY. SEDIMENT LADEN RUNOFF SHALL NOT BE ALLOWED TO FLOW DIRECTLY INTO
WATER BODIES.
8. ANY EXPOSED TOPSOIL PILES SHOULD BE STABILIZED & SEEDED PER THE PERMIT REGULATIONS, AND BY TABLES SHOWN ON
THE APPROVED EROSION CONTROL PLANS AND MULCHED WITH STRAW AS SPECIFIED BY THE PROJECT OWNER.
9. UPON MINIMUM 70% UNIFORM PERENNIAL VEGETATIVE GROWTH, REMOVE TEMPORARY SEDIMENT CONTROLS. REMOVE
ACCUMULATED SEDIMENTS WITHIN THE TRAPS, RE -GRADE TRAPS TO FINAL CONTOURS. STABILIZE SITE PER THE PLANS.
GENERAL NOTES AND COMMENTS:
SEQUENCE OF CONSTRUCTION
1. A PRE -CONSTRUCTION MEETING SHOULD TAKE PLACE PRIOR TO START OF CONSTRUCTION ACTIVITIES.
2. BEGIN CLEARING AND GRUBBING SITE. CLEAR AND GRUB ONLY THOSE AREAS NECESSARY FOR INSTALLATION OF THE
EROSION CONTROL MEASURES.
3. INSTALL SILT FENCE AS SHOWN ON THE PLANS.
4. ONCE EROSION CONTROL MEASURES HAVE BEEN INSTALLED AND PRIOR TO SEDIMENT REMOVAL ACTIVITIES, THE SITE IS TO
BE INSPECTED BY NCDENR - LAND QUALITY.
5. GRADE SITE ACCORDING TO CONTRACT DOCUMENTS. MAINTAIN EROSION CONTROL DEVICES AS NEEDED.
6. INSTALL STORM DRAINAGE AS INDICATED ON PLANS.
7. GRASS OR OTHERWISE STABILIZE ALL AREAS AS THEY ARE BROUGHT TO FINAL GRADES.
8. THE CONTRACTOR SHALL DILIGENTLY AND CONTINUOUSLY MAINTAIN ALL EROSION CONTROL DEVICES AND STRUCTURES TO
MINIMIZE EROSION. INSPECT AND REPAIR MEASURES AFTER EACH RAINFALL AND AS NEEDED THROUGHOUT THE PROJECT.
9. CONTRACTOR TO LEAVE ALL EROSION CONTROL DEVICES IN PLACE AT THE CONCLUSION OF THIS CONTRACT. CONTRACTOR IS
TO CLEAN-OUT, REPAIR AND GRASS STABILIZE ALL DENUDED AREAS. ALL AREAS WILL BE RETURNED TO THE STATE OF
EXISTING CONDITIONS PRIOR TO CONTRACT AS A MINIMUM.
10. IT IS THE CONTRACTOR'S RESPONSIBILITY TO CONTAIN SEDIMENT ONSITE. ADDITIONAL EROSION CONTROL MEASURES MAY BE
REQUIRED BY THE ENGINEER.
11. ALL EROSION CONTROL MEASURES TO BE IN ACCORDANCE WITH THE NORTH CAROLINA EROSION AND SEDIMENT CONTROL
PLANNING AND DESIGN REQUIREMENTS AND LAND DEVELOPMENT STANDARDS.
MAINTENANCE SCHEDULE
AFTER FULL REVEGETATION HAS BEEN ACHIEVED, ALL BMPS WILL BE REMOVED AND ANY LAND DISTURBED BY REMOVAL WILL BE
PERMANENTLY STABILIZED. UNLESS OTHERWISE SPECIFIED, ALL MAINTENANCE MUST BE COMPLETED IMMEDIATELY AFTER AN
INSPECTION IDENTIFIES THAT A BMP IS NOT FUNCTIONING AS REQUIRED.
THE ROW AND ESC DEVICES WILL BE INSPECTED DAILY AT THE ACTIVE CONSTRUCTION SITE AND AT LEAST ONCE EVERY
SEVEN CALENDAR DAYS FOR ACTIVELY DISTURBED AREAS, 14 CALENDAR DAYS FOR RESTORED AREAS, AND WITHIN 24 HOURS
AFTER ANY STORM EVENT GREATER THAN ONE -HALF-INCH PER 24-HOUR PERIOD.
SEDIMENT MUST BE REMOVED WHERE ACCUMULATION REACHES ONE-HALF THE ABOVE GROUND HEIGHT OF THE CONTROL
MEASURE.
EROSION CONTROL MEASURES, WHICH HAVE BEEN UNDERMINED OR TOPPED, SHALL BE REPAIRED IMMEDIATELY.
OTHER REQUIRED REPAIRS OR MAINTENANCE SHALL BE MADE IMMEDIATELY.
TEMPORARY AND PERMANENT E&S CONTROL BMPS SHALL BE MAINTAINED AND REPAIRED AS NEEDED TO ASSURE CONTINUED
PERFORMANCE OF THEIR INTENDED FUNCTION.
MATERIAL WASTE HANDLING AND RECYCLING
1. SOLID WASTE DISPOSAL SHALL BE HANDLED THROUGH ONE OF THE LOCAL LICENSED WASTE MANAGEMENT PROVIDERS AND
PERMITTED DISPOSAL FACILITIES. THE CONTRACTOR WILL PROVIDE MOBILE AND COVERED WASTE RECEPTACLES AS NEEDED
ALONG THE PROJECT LIMITS. CONTRACTOR SHALL ALSO PROVIDE A COVERED DUMPSTER FOR CONSOLIDATION OF WASTE
FOR PICK UP AND DISPOSAL FOR THE DURATION OF THE PROJECT. ALL SOLID WASTE SHALL BE DISPOSED OF AT A LICENSED
PERMITTED MUNICIPAL LANDFILL.
2. THE CONTRACTOR WILL BE RESPONSIBLE FOR ANY PERMITS AN DOR DISPOSAL FEES. THE CONTRACTOR SHALL BE SOLELY
RESPONSIBLE TO ASSURE THAT ALL MATERIALS AREA HANDLED AND DISPOSED OF IN ACCORDANCE WITH APPLICABLE LAWS,
RULES, AND REGULATIONS, INCLUDING BUT NOT LIMITED TO THOSE ISSUED BY THE ENVIRONMENTAL PROTECTION AGENCY,
NCDEQ, AND OCCUPATIONAL SAFETY AND HEALTH ADMINISTRATION.
3. CONTRACTOR SHALL PRACTICE GOOD HOUSEKEEPING FOR THE DURATION OF THE PROJECT INCLUDING THE ROUTINE
REMOVAL AND DISPOSAL OF SOLID WASTE.
4. CONTRACTOR SHALL KEEP RECORDS OF PROPER SOLID WASTE DISPOSAL AND PROVIDE COPIES TO THE EI.
SEEDING AND MULCHING
SEE SEED MIXES, SOIL AMENDMENTS, AND MULCH SPECIFICATIONS SPECIFIED IN THE ACP RESTORATION AND REHABILITATION
PLAN.
1. SEEDBED PREPARATION: AREAS TO BE SEEDED SHALL BE DISKED TO A DEPTH OF 4 -IN TO 6 -IN WHENEVER FEASIBLE, AND
SMOOTHLY GRADED.
2. IN TOPSOILED AREAS, SOIL TO BE REDISTRIBUTED EVENLY AND STABILIZED PRIOR TO SEEDING.
3. STABILIZATION MEASURES SHALL BE INITIATED AS SOON AS PRACTICABLE IN PORTIONS OF THE SITE WHERE CONSTRUCTION
ACTIVITIES HAVE TEMPORARILY OR PERMANENTLY CEASED, BUT IN NO CASE MORE THAN 21 DAYS AFTER THE CONSTRUCTION
ACTIVITY IN THAT PORTION OF THE SITE HAS PERMANENTLY CEASED.
4. WHERE THE INITIATION OF STABILIZATION MEASURES WITHIN 7 DAYS AFTER CONSTRUCTION ACTIVITY TEMPORARILY OR
PERMANENTLY CEASES IS PRECLUDED BY SNOW COVER, STABILIZATION MEASURES SHALL BE INITIATED AS SOON AS
CONDITIONS ALLOW.
5. WHERE CONSTRUCTION ACTIVITY WILL RESUME ON A PORTION OF THE SITE WITHIN 21 DAYS FROM WHEN ACTIVITIES CEASED
(E.G., THE TOTAL TIME PERIOD THAT CONSTRUCTION ACTIVITY IS TEMPORARILY HALTED IS LESS THAN 21 DAYS), THEN
STABILIZATION MEASURES DO NOT HAVE TO BE INITIATED ON THAT PORTION OF THE SITE BY THE SEVENTH DAY AFTER
CONSTRUCTION ACTIVITIES HAVE TEMPORARILY CEASED.
6. AREAS WHERE THE SEED HAS FAILED TO GERMINATE ADEQUATELY (UNIFORM PERENNIAL VEGETATIVE COVER WITH A DENSITY
OF 70%) WITHIN 30 DAYS, SEEDING AND MULCHING MUST BE RE -SEEDED IMMEDIATELY, OR AS SOON AS WEATHER PERMITS.
POLLUTANT CONTROLS
REPORTABLE SPILLS OCCURRING DURING CONSTRUCTION, OPERATION AND MAINTENANCE ARE TO BE REPORTED
IMMEDIATELY TO THE MONITORING CENTER IN ACCORDANCE WITH DOMINION POLICIES, PLANS AND PROCEDURES.
DOMINION'S ENVIRONMENTAL HEALTH AND SAFETY DEPARTMENT WILL BE RESPONSIBLE FOR CONTACTING THE APPROPRIATE
AGENCIES, EXCEPT AS PROVIDED FOR BELOW.
ANY FACILITY OWNER/OPERATOR WHO IS SUBJECT TO THE SPCC RULE MUST COMPLY WITH THE REPORTING REQUIREMENTS
FOUND IN 40 CFR 112.4. A DISCHARGE MUST BE REPORTED TO THE EPA REGIONAL ADMINISTRATOR (RA) WHEN THERE IS A
DISCHARGE OF:
.. MORE THAN 1,000 GALLONS OF OIL IN A SINGLE DISCHARGE TO NAVIGABLE WATERS OR ADJOINING SHORELINES,
.. MORE THAN 42 GALLONS OF OIL IN EACH OF TWO DISCHARGES TO NAVIGABLE WATERS OR ADJOINING SHORELINES
OCCURRING WITHIN ANY TWELVE-MONTH PERIOD.
IF A DOMINION REPRESENTATIVE CANNOT BE PROMPTLY CONTACTED AND THE SPILL HAS IMPACTED WATER, THE PERSON
DISCOVERING THE SPILL OR RELEASE WILL CONTACT THE NATIONAL RESPONSE CENTER AT 1-800-424-8802 AND REPORT THE
RELEASE. THAT PERSON WILL CONTINUE CALLING DOMINION UNTIL A REPRESENTATIVE IS REACHED.
STABILIZATION TIMEFRAMES
PERIMETER DIKES, SWALES, DITCHES, SLOPES
HIGH QUALITY WATER (HQW) ZONES
SLOPES STEEPER THAN 3:1
SLOPES 3:1 OR FLATTER
ALL OTHER AREAS (SLOPES FLATTER THAN 4:1)
TOTAL NITROGEN CALCULATIONS
7 DAYS
7 DAYS
7 DAYS
14 DAYS
14 DAYS
Total TN Export
- 7.35 lbs/ac/yr
Coefficient
Nitrogen Offset Payment* _ [($28.35/lb)(# of lbs/ac/year)(# of acres)(3 years)]
$13,493.67
* The Smithfield Contractor Yard (CY) (SP9_CY SPR09-A) is a temporary facility to be in use no more than
two (2) years. The CY will be removed and restored to existing conditions. The Johnston County
Stormwater Design Manual requires a nutrient offset payment based on a facility being installed for 30
years. The nutrient offset payment for the Smithfield CY is based on a three (3) year time period, to be
conservative, since the facility is temporary and will be removed and restored to exisiting conditions.
TEMPORARY SEDIMENT BASIN/TRAP
Construction Specifications
1. Clear, grub, and strip the area under the embankment of all vegetation and root mat. Remove all surface soil containing high amounts of organic
matter, and stockpile or dispose of it properly. Haul all objectionable material to the designated disposal area.
2. Ensure that fill material for the embankment is free of roots, woody vegetation, organic matter, and other objectionable material. Place the fill in
lifts not to exceed 9 inches, and machine compact it. Over fill the embankment 6 inches to allow for settlement.
3. Construct the outlet section in the embankment. Protect the connection between the riprap and the soil from piping by using filter fabris or a
keyway cutoff trench between the riprap sturcture and soil.
a. Place the filter fabric between the riprap and the soil. Extend the fabric across the spillway foundation and sides to the top of the dam; or
b. Excavation a keyway trench along the centerline of the spillway foundation extending up the sides to the height of the dam. The trench
should be at least 2 feet deep and 2 feet wide with 1:1 side slopes.
4. Clear the pond area below the elevation of the crest of the spillway to facilitate sediment cleanout.
5. All cut and filld slopes should be 2:1 or flatter.
6. Ensure that the stone (drainage) section of the embankment has a minimum bottom width of 3 feet and maximum side slopes of 1:1 that extend
to the bottom of the spillway section.
7. Construct the minimum finished stone spillway bottom width, as shown on the plans, with 2:1 side slopes extending to the top of the over filled
embankment. Keep the thickness of the sides of the spillway outlet structure at a minimum of 21 inches. The weir must be level and
constructed to grade to assure design capacity.
8. Material used in the stone section should be a well -graded mixture of stone with d50 size of 9 inches (class B erosion control stone is
recommended) and a maximum stone size of 14 inches. The stone may be machine placed and the smaller stones worked into the voids of the
larger stones. The stone should be hard, angular, and highly weather -resistant.
9. Discharge inlet water into the basin in a manner to prevent erosion. Use temporary slope drains or diversions with outlet protection to divert
sediment -laden water to the upper end of the pool area to improve basin trap efficiency. (References: Runoff Control Measures and Outlet
Protection).
10. Ensure that the stone spillway outlet section extends downstream past the toe of the embankment until stable conditions are reached and
outlet velocity is accetable for the receiving strea. Keep the edges of the stone outlet section flush with the surrounding ground, and shape the
center to confine the outflow stream (References: Outlet Protection).
11. Direct emergency bypass to natural, stable areas. Locate bypass outlets so that flow will not damage the embankment.
12. Stabilize the embankment and all disturbed areas above the sediment pool and downstream from the trap immediately after construction
(References: Surface Stabilization).
13. Show the distance from the top of the spillway to the sediment cleanout level (1/2 the design depth) on the plans and mark it in the field.
14. Install prorous baffles as specified in Practice 6.65, Porous Baffles.
Maintenance
Inspect temporary sediment trap at least weekly and after each significant (1/2 -inch or greater) rainfoll event and repair immediately. Remove
sediment, and restore the trap to its original dimensions when the sediment has accumulate to one-half the design depth of the trap. Place the
sediment that is removed in the designated disposal area, and replace the part of the gravel facing that is impaired by sediment.
Check the structure for damage from erosion or piping. Periodically check the depth of the spillway to ensure it is a minimum of 1.5 feet below
the low point of the embankment. Immediately fill any settlement of the embankment to slightly above the design grade. Any riprap displaced
from the spillway must be replaced immediately.
After all sediment-producting area have been permanently stabilized, remove the structure and all unstable sediment. Smooth the area to blend
with the adjoining areas, and stabilize properly (References: Surface Stabilization).
SYM.
DATE
(3)
REVISION INFORMATION
1
O
2
(�
ERM
4
( )
WTS
TN Export Coeff.
Type of Land Cover
Area (acres)
CARO
G rrl
TN Export (lbs/yr)
03/10/17
(Ibslac/ r)
ISSUED FOR REVIEW
Permanently protected
undisturbed open space
3.40
0.6
2.04
(forest, un -mown meadow,
a,�
02 9 4 b
etc.)
CHECKED:
Permanently protected
managed open space
25.78
1.2
30.94
(lawn, grass, landscaping,
etc.)
Impervious surfaces
(roads, parking lots,
driveways, roofs, paved or
13.10
21.2
277.72
graveled storage areas,
graveled roads, etc.)
TOTALS
42.28
-
310.70
Total TN Export
- 7.35 lbs/ac/yr
Coefficient
Nitrogen Offset Payment* _ [($28.35/lb)(# of lbs/ac/year)(# of acres)(3 years)]
$13,493.67
* The Smithfield Contractor Yard (CY) (SP9_CY SPR09-A) is a temporary facility to be in use no more than
two (2) years. The CY will be removed and restored to existing conditions. The Johnston County
Stormwater Design Manual requires a nutrient offset payment based on a facility being installed for 30
years. The nutrient offset payment for the Smithfield CY is based on a three (3) year time period, to be
conservative, since the facility is temporary and will be removed and restored to exisiting conditions.
TEMPORARY SEDIMENT BASIN/TRAP
Construction Specifications
1. Clear, grub, and strip the area under the embankment of all vegetation and root mat. Remove all surface soil containing high amounts of organic
matter, and stockpile or dispose of it properly. Haul all objectionable material to the designated disposal area.
2. Ensure that fill material for the embankment is free of roots, woody vegetation, organic matter, and other objectionable material. Place the fill in
lifts not to exceed 9 inches, and machine compact it. Over fill the embankment 6 inches to allow for settlement.
3. Construct the outlet section in the embankment. Protect the connection between the riprap and the soil from piping by using filter fabris or a
keyway cutoff trench between the riprap sturcture and soil.
a. Place the filter fabric between the riprap and the soil. Extend the fabric across the spillway foundation and sides to the top of the dam; or
b. Excavation a keyway trench along the centerline of the spillway foundation extending up the sides to the height of the dam. The trench
should be at least 2 feet deep and 2 feet wide with 1:1 side slopes.
4. Clear the pond area below the elevation of the crest of the spillway to facilitate sediment cleanout.
5. All cut and filld slopes should be 2:1 or flatter.
6. Ensure that the stone (drainage) section of the embankment has a minimum bottom width of 3 feet and maximum side slopes of 1:1 that extend
to the bottom of the spillway section.
7. Construct the minimum finished stone spillway bottom width, as shown on the plans, with 2:1 side slopes extending to the top of the over filled
embankment. Keep the thickness of the sides of the spillway outlet structure at a minimum of 21 inches. The weir must be level and
constructed to grade to assure design capacity.
8. Material used in the stone section should be a well -graded mixture of stone with d50 size of 9 inches (class B erosion control stone is
recommended) and a maximum stone size of 14 inches. The stone may be machine placed and the smaller stones worked into the voids of the
larger stones. The stone should be hard, angular, and highly weather -resistant.
9. Discharge inlet water into the basin in a manner to prevent erosion. Use temporary slope drains or diversions with outlet protection to divert
sediment -laden water to the upper end of the pool area to improve basin trap efficiency. (References: Runoff Control Measures and Outlet
Protection).
10. Ensure that the stone spillway outlet section extends downstream past the toe of the embankment until stable conditions are reached and
outlet velocity is accetable for the receiving strea. Keep the edges of the stone outlet section flush with the surrounding ground, and shape the
center to confine the outflow stream (References: Outlet Protection).
11. Direct emergency bypass to natural, stable areas. Locate bypass outlets so that flow will not damage the embankment.
12. Stabilize the embankment and all disturbed areas above the sediment pool and downstream from the trap immediately after construction
(References: Surface Stabilization).
13. Show the distance from the top of the spillway to the sediment cleanout level (1/2 the design depth) on the plans and mark it in the field.
14. Install prorous baffles as specified in Practice 6.65, Porous Baffles.
Maintenance
Inspect temporary sediment trap at least weekly and after each significant (1/2 -inch or greater) rainfoll event and repair immediately. Remove
sediment, and restore the trap to its original dimensions when the sediment has accumulate to one-half the design depth of the trap. Place the
sediment that is removed in the designated disposal area, and replace the part of the gravel facing that is impaired by sediment.
Check the structure for damage from erosion or piping. Periodically check the depth of the spillway to ensure it is a minimum of 1.5 feet below
the low point of the embankment. Immediately fill any settlement of the embankment to slightly above the design grade. Any riprap displaced
from the spillway must be replaced immediately.
After all sediment-producting area have been permanently stabilized, remove the structure and all unstable sediment. Smooth the area to blend
with the adjoining areas, and stabilize properly (References: Surface Stabilization).
SYM.
DATE
BY
REVISION INFORMATION
PROJECT/TASK
APP.
ERM
Charlotte, NC 28277 [phone]
WTS
09/29/17
CARO
G rrl
03/10/17
NJB
ISSUED FOR REVIEW
08/04/17
10/20/17
WTS
WTS
ISSUED FOR REVIEW
ISSUED FOR REVIEW
a,�
02 9 4 b
DRAWN:
CHECKED:
APP. FOR BID:
O( -.T` • • • • • ` . \ . APP. FOR CONST.:
\0
SCALE:
Atlantic Coast Pipeline, LLC
925 White Oaks Blvd. Bridgeport, West Virginia 26330 / 681-842-8000
TITLE. ATLANTIC COAST PIPELINE
EROSION AND SEDIMENT CONTROL PLAN NOTES
DISTRICT. _ COUNTY. - STATE: NC GROUP DWG. NO. REV.
AS NOTED DIwFILE: ACP\North Carolina\ - 6 0 F 9 2
ERM NC, INC.
License #F-1223
15720 Brixham Hill Ave, Suite 120
ERM
Charlotte, NC 28277 [phone]
WTS
09/29/17
APP. FOR BID:
O( -.T` • • • • • ` . \ . APP. FOR CONST.:
\0
SCALE:
Atlantic Coast Pipeline, LLC
925 White Oaks Blvd. Bridgeport, West Virginia 26330 / 681-842-8000
TITLE. ATLANTIC COAST PIPELINE
EROSION AND SEDIMENT CONTROL PLAN NOTES
DISTRICT. _ COUNTY. - STATE: NC GROUP DWG. NO. REV.
AS NOTED DIwFILE: ACP\North Carolina\ - 6 0 F 9 2

18' MIN.
100' MIN. PUBLIC STREET
- I -I r.+
EXISTING GROUND
TER FABRIC UNDER STONE
BLIC STREET
GENERAL NOTES: I'
1. A STABILIZED PAD OF WASHED STONE SHALL BE LOCATED WHERE TRAFFIC WILL BE ENTERING OR LEAVING A
CONSTRUCTION SITE TO OR FROM P P,yBLIC STREET.
2. STONE TO BE SURGE STONE OR 2 -3 RAILROAD BALLAST
3. THE ENTRANCE SHALL BE MAINTAINED IN A CONDITION WHICH WILL PREVENT TRACKING OR FLOWING OF SEDIMENT
ONTO PUBLIC STREETS OR EXISTING PAVEMENT. THIS MAY REQUIRE PERIODIC TOP DRESSING WITH ADDITIONAL
STONE AS CONDITIONS DEMAND AND REPAIR AND/OR CLEANOUT OF ANY MEASURES USED TO TRAP SEDIMENT.
4. ALL SEDIMENT SPILLED, DROPPED, WASHED OR TRACKED ONTO PUBLIC STREETS MUST BE REMOVED IMMEDIATELY.
5. WHEN NECESSARY, WHEELS MUST BE CLEANED TO REMOVE SEDIMENT PRIOR TO ENTERING A PUBLIC STREET. WHEN
WASHING IS REQUIRED, IT SHALL BE DONE ON AN AREA STABILIZED WITH CRUSHED STONE WHICH DRAINS INTO AN
APPROVED SEDIMENT BASIN.
6. FILTER FABRIC SHALL BE MIRAFI 500 OR EQUIVALENT.
(N. C. STD. N0. 6.06)
TEMPORARY CONSTRUCTION
ENTRANCE DETAIL
NOT TO SCALE
TEMPORARY SEDIMENT BASIN
24"
DEPTH OF
TRENCH
T
SECTION VIEW
TRENCH PLUG
SPACING -j
TRENCH
PLUGS
STACKED CLAY,
BENTONITE OR
CONCRETE -FILLED
SACKS
PIPE BEDDING
ELEVATION PIPE INVERT
CONSTRUCTION NOTES:
1. TRENCH PLUGS ARE REQUIRED AT ALL STREAM, RIVER, WETLAND, OR OTHER WATER
BODY CROSSINGS REGARDLESS OF TRENCH SLOPE.
2. TOPSOIL MAY NOT BE USED TO FILL SACKS.
3. TRENCH PLUG LOCATION AND SPACING SHALL BE IN ACCORDANCE WITH CONSTRUCTION
ALIGNMENT SHEETS, OR AS OTHERWISE DIRECTED BY THE EI.
TRENCH PLUG DETAIL
Construction Specifications:
1. Site preparations - Clear, grub, and strip topsoil from areas under the embankment to remove trees, vegetation, roots, and other
objectionable material. Delay clearing the pool area until the dam is complete and then remove brush, trees, and other
objectionable materials to facilitate sediment cleanout. Stockpile all topsoil or soil containing organic matter for use on the outer
shell of the embankment to facilitate vegetative establishment. Place temporary sediment control measures below the basin as
needed.
2. Cut-off trench - excavate a cut-off trench along the center line of the earth fill embankment. Cut the trench to stable soil material,
but in no case make it less than 2 feet deep. The cut-off trench must extend into both abutments to at least the elevation of the
riser crest. Make the minimum bottom width wide enough to permit operation of excavation and compaction equipment, but in
no case less than 2 feet. Make side slopes of the trench no steeper than 1:1. Compaction requirements are the same as those for
embankment. Keep the trench dry during the backfilling and compaction oeprations.
3. Embankment - Take fill material from the approved areas shown on the plans. It should be clean mineral soil, free of roots, woody
vegetation, rocks, and other objectionable material. Scarify area on which fill is to be placed before placing fill. The fill material
must contain sufficient moisture so it can be formed by hand into a ball without crumbling. If water can be squeezed out of the
ball, it is too wet for proper compaction. Place fill material in 6 to 8 inch continuous layers over the entire length of the fill area
and compact it. Compaction may be obtained by routing the construction hauling equipment over the fill so that the entire surface
of each layer is traversed by at least one wheel or tread track of heavy equipment, or a compactor may be used. Construct the
embankment to an elevation 10 percent higher than the design height to allow for settling.
4. Conduit spillways - Securely attach the riser to the barrel of barrel stub to make a watertight structural connection. Secure all
connections between barrel sections by approved watertight assemblies. Place the barrel and riser on a firm, smooth foundations
of impervious soil. Don not used pervious material such as sand, gravel, or crushed stone as backfill around the pipe of anti -seep
collars. Place the fill material around the pipe spillway in 4 -inch layers, and compact it under and around the pipe to at least the
same density as the adjacent embankment. Care must be taken to raise the pip from firm contact with its foundation when
compacting under the pipe haunches.
Place a minimum of 2 feet of compacted backfill over the pipe spillway before crossing it with construction equipment. Anchor the
riser in place by concrete or other satisfactory means to prevent flotation. In no case should the pipe conduit be installed by
cutting a trench through the dam after the embankment is complete.
5. Emergency spillway - Install the emergency spillway in undisturbed soil. The achievement of planned elevations, grade, design
width, and entrance and exit channel slopes are critical to the successful operation of the emergency spillway.
6. Inlets - Discharge water into the basin in a matter to prevent erosion. Use diversions with outlet protection to divert
sediment -laden water to the upper end of the pool area to improve basin trap efficiency. (References: Runoff Control Measures
and Outlet Protection).
7. Erosion control - Construct the structures so that the disturbed area is minimized. Divert surface water away from bare areas.
Complete the embankment before the area is cleared. Stabilize the emergency spillway embankment and all other disturbed areas
above the crest of the principal spillway immediately after construction (References: Surface Stabilization).
8. Install porous baffles as specified in Practice 6.65, Porous Baffles.
9. Safety - Sediment basins may attract children and can be dangerous. Avoid steep side slopes, and fence and mark basins with
warning signs if trespassing is likely. Follow all state and local requirements.
Maintenance:
Inspect temporary sediment basins at least weekly and after each significant (1/2 -inch or greater) rainfall event and repair
immediately. Remove sediment and restore the basin to its original dimensions when it accumulates to one-half the design depth.
Place removed sediment in an area with sediment controls.
Check the embankment, spillways, and outlet for erosion damage, and inspect the embankment for piping and settlement. Make
all necessary repairs immediately. Remove all trash and other debris from the riser and pool area.
NOT TO SCALE
WELL VEGETATED
AREA
SPACING OF WATERBARS
(IN ACCORDANCE WITH
CONSTRUCTION
ALIGNMENT SHEETS)
SOIL DIVERSION BERM OR COMPOST FILTER
SOCK FOR TEMPORARY WATERBAR (SEE SOIL
18" MIN. AFTER DIVERSION BERM AND COMPOST FILTER SOCK
COMPACTIO DETAILS, THIS SHEET), SOIL DIVERSION BERM
FOR PERMANENT WATERBAR. DISCHARGE HOSE
6' MIN.
PIPELINE TRENCH AFTER COMPACTION WELL VEGETATED, FILTER BAG PUMP
GRASSY AREA
TRENCH SPOILS (TYP.) FINAL GRADE INTAKE HOSE
SLOPE BREAKER
(TYP) PLAN VIEW CLAMPS
i
SECTION A -A' DISCHARGE HOSE
TYPICAL LOCATION OF SEDIMENT PROPOSED
BARRIER (IF REQUIRED, SEE NOTE 5) 7�R.O.W.
NOTES:
1. TEMPORARY SLOPE BREAKERS SHALL BE INSTALLED UPON INITIAL DISTRUBANCE OF THE SOIL. PERMANENT WATERBARS SHALL BE
INSTALLED AFTER THE TRENCH HAS BEEN BACKFILLED.
2. WATERBARS SHALL NOT DISCHARGE TO THE OPEN TRENCH AND SHOULD BE ALIGNED SO THAT DISCHARGES DO NOT FLOW BACK
ONTO THE RIGHT-OF-WAY. RUNOFF SHALL BE DIRECTED TO THE DOWNSLOPE SIDE OF THE DISTURBED AREA.
0
3. SLOPES GREATER THAN 30% MAY REQUIRE THE INSTALLATION OF A PARALLEL COLLECTION DITCH AND SEDIMENT TRAP AT THE
BOTTOM OF THE SLOPE IN PLACE OF WATERBARS.
4. WATERBARS MUST BE INSTALLED AT ALL PUBLIC ROADWAY AND RAILROAD CUT SLOPES.
5. IF A SUITABLE VEGETATIVE FILTER STRIP DOES NOT EXIST AT THE POINT OF DISCHARGE FOR ANY WATERBAR, A SEDIMENT BARRIER
SHALL BE PROVIDED (E.G., FILTER SOCK, SILT FENCE, OR SOIL DIVERSION BERM, SEE DETAILS, THIS SHEET)
MAINTENANCE NOTES:
1. PERIODICALLY INSPECT RIGHT-OF-WAY DIVERSIONS FOR WEAR AND AFTER EVERY HEAVY RAINFALL FOR EROSION DAMAGE.
IMMEDIATELY REMOVE SEDIMENT FROM THE FLOW AREA, AND REPAIR THE DIKE. CHECK OUTLET AREAS AND MAKE TIMELY REPAIRS AS
NEEDED. WHEN PERMANENT ROAD DRAINAGE IS ESTABLISHED AND THE AREA ABOVE THE TEMPORARY RIGHT-OF-WAY DIVERSIONS IS
PERMANENTLY STABILIZED, REMOVE THE DIKE, FILL THE CHANNEL TO BLEND WITH THE NATURAL GROUND, AND APPROPRIATELY
STABILIZE THE DISTURBED AREA.
TYPCIAL WATERBAR AND
TEMPORARY SLOPE BREAKER DETAIL
TOP OF SILT
MUST BE AT
ABOVE THE l
THE WASHED
NGTESi
I. REMGYE SEGIMENT *HEN HALF OF STONE OUTLET IS COVERED.
?_REPLACE STONE AS NEECE7 TO ENSURE DENATERNG-
NOT TO SCALE
MAINTENANCE NOTES:
1. INSPECT SILT FENCE OUTLETS AT
LEAST ONCE PER WEEK AND
AFTER EACH SIGNIFICANT
(0.5 -INCH OR MORE) RAINFALL
EVENT. MAKE REPAIRS
IMMEDIATELY.
2. REMOVE SEDIMENT DEPOSITS AS
NECESSARY TO PROVIDE
ADEQUATE STORAGE VOLUME FOR
NEXT RAIN EVENT AND RELIEVE
PRESSURE ON SILT FENCE. TAKE
CARE NOT TO UNDERMINE FENCING
DURING CLEANING.
3. REMOVE ALL SILT FENCE OUTLET
MATERIALS AND UNSTABLE
SEDIMENTS AND BRING THE AREA
TO SURROUNDING GRADE AND
STABILIZE ONCE UPSTREAM AREAS
HAVE BEEN PROPERLY STABILIZED.
STEEL POST
WOVEN 'HIRE FABRIC- ,
HARDWARE CLOTH -
FILTER OF 057
WASHED STONE
a• INTO 0_cp cRaGM
161101%
SECTICN VIEW
3' FILTER FABRIC APRON
ON GROUND
' LIPPER EDaE OF
BURY WIRE FENCE AN ?FILTERICFABRIC APRON IN TRENCH
HARDWARE CLOTH II
U
SILT FENCE OUTLET DETAIL
NOT TO SCALE
PUMP
FILTER BAG
WELL VEGETATED,
GRASSY AREA CLAMPS INTAKE HOSE
ELEVATION VIEW
CONSTRUCTION NOTES:
1. FILTER BAGS MAY BE USED TO FILTER WATER PUMPED FROM DISTURBED AREAS PRIOR TO DISCHARGING TO WATERS OF THE
COMMONWEALTH. THEY MAY ALSO BE USED TO FILTER WATER PUMPED FROM THE SEDIMENT STORAGE AREAS OF SEDIMENT
BASINS.
2. THE PUMPING RATE SHOULD BE DETERMINED BY THE CONTRACTOR BASED UPON THE ACTUAL AMOUNT OF GROUNDWATER
ENCOUNTERED DURING CONSTRUCTION. PUMPING RATES WILL VARY DEPENDING ON THE SIZE OF THE FILTER BAG AND THE TYPE
AND AMOUNT OF SEDIMENT DISCHARGED TO THE BAG.
3. FILTER BAGS SHALL BE MADE FROM NON -WOVEN GEOTEXTILE MATERIAL SEWN WITH HIGH STRENGTH, DOUBLE STITCHED "J" TYPE
SEAMS. THEY SHALL BE CAPABLE OF TRAPPING PARTICLES LARGER THAN 150 MICRONS.
4. A SUITABLE MEANS OF ACCESSING THE BAG WITH MACHINERY REQUIRED FOR DISPOSAL PURPOSES MUST BE PROVIDED. FILTER
BAGS SHALL BE REPLACED WHEN THEY BECOME 1/2 FULL. SPARE BAGS SHALL BE KEPT AVAILABLE FOR REPLACEMENT OF
THOSE THAT HAVE FAILED OR ARE FILLED.
5. BAGS SHALL BE LOCATED IN WELL -VEGETATED (GRASSY) AREAS AND DISCHARGE ONTO STABLE, EROSION RESISTANT AREAS.
WHERE THIS IS NOT POSSIBLE, A GEOTEXTILE FLOW PATH SHALL BE PROVIDED. BAGS SHALL NOT BE PLACED ON SLOPES
GREATER THAN 5%.
6. THE PUMP DISCHARGE HOSE SHALL BE INSERTED INTO THE BAGS IN THE MANNER SPECIFIED BY THE MANUFACTURER AND
SECURELY CLAMPED.
7. THE PUMPING RATE SHALL BE NO GREATER THAN 750 GPM OR 1/2 THE MAXIMUM SPECIFIED BY THE MANUFACTURER,
WHICHEVER IS LESS. PUMP INTAKES SHOULD BE FLOATING AND SCREENED.
FILTER BAGS DETAIL
NOT TO SCALE
8 X 8 X18 ROUGH OAK TIMBER
71V
TYPICAL 4'
STEEL CABLE
WETLAND TIMBER MATTING DETAIL
NOT TO SCALE
DIVERSION 4'
RIDGE
6"
COMPACTED EARTH
OR STONE
ENTRANCE PADS TO BE MADE OF COURSE
AGGREGATE (AASHTO NO. 1) OR TIMBER
SLAB WOOD (TYP.).
TIMBERMATS 4' DIVERSION
RIDGE
a
COMPACTED EARTH
OR STONE
APPLY ONE LAYER (TWO LAYERS IN WET -
AREAS) GEATEXTILE UNDER ENTRANCE PADS
(TYP.).
NOTES:
1. ONLY CLEARING EQUIPMENT AND EQUIPMENT NECESSARY FOR INSTALLATION OF EQUIPMENT BRIDGES MAY CROSS WATER BODIES PRIOR
TO BRIDGE INSTALLATION. LIMIT THE CROSSING OF EACH WATERBODY TO ONE PIECE OF CLEARING EQUIPMENT.
2 INSTALL BELTED SILT RETENTION FENCE ACROSS THE DISTURBED AREA OF THE RIGHT OF WAY.
3. APPLY GEOTEXTILE UNDER ENTRANCE PADS.
4. EXCESS MUD IS TO BE REMOVED FROM THE ENTRANCE PADS AND MATS DURING CONSTRUCTION.
5. DURING FINAL CLEAN UP WHEN MATS, CULVERTS, CLEAN ROCK FILL, ETC. ARE REMOVED, INSTALL BELTED SILT RETENTION FENCE
ACROSS THE ENTIRE RIGHT OF WAY ON BOTH SIDES OF STREAM.
TEMPORARY BRIDGE CROSSING
NOT TO SCALE
GENERAL NOTES AND COMMENTS:
SYM.
DATE
BY
REVISION INFORMATION
PROJECT/TASK
APP.
i�ti$A4���
/ 1
;��\,`{r' S� ,,�,`�
O. ' ` CC--``�� , '
;'R {f IIZ
02,94 W
J�,'••, �0 �� `7G��`=�
i� � •� • • • ,� f;, , `,
ERM NC INC.
License #F-1223
15720 Brixham Hill Ave, Suite 120
1ERM Charlotte, NC 28277 [phone]
•
AtlanticCoast Pipeline, LLC
925 White Oaks Blvd. Bridgeport West Virginia 26330 / 681-842-8000
Q
03/10/17
08/04/17
10/20/17
NJB
WTS
WTS
SSUEDFORREVIEW
ISSUED FOR REVIEW
ISSUED FOR REVIEW
1Q
Q2
DRAWN: VVrS
09/29/17
CHECKED: _
_
TITLE. ATLANTIC COAST PIPELINE
EROSION AND SEDIMENT CONTROL PLAN DETAILS
APP. FOR BID.
APP. FOR CONST.:
DISTRICT: _ COUNTY. - STATE: nJC
DIR/FILE: ACP\North Carolina\
GROUP
-
DWG. NO.
7 0 F 9
REV.
2
SCALE. AS NOTED

ANCHOR POSTS MIN. 2" STEEL "U"
ni i..uiri N w i runm i
ATTACHED TO POST IN 3
MIN.
18" INTO
NOTES:
1. PROTECTION BARRIER SHALL BE 4' HIGH, CONSTRUCTED OF DURABLE AND HIGHLY
VISIBLE MATERIAL (PLASTIC ORANGE CONSTRUCTION FENCE AND SNOW FENCE MAY
BE USED).
2. PROTECTION BARRIERS SHALL BE MAINTAINED THROUGHOUT THE DURATION OF THE
WORK AT THE SITE.
3. ADDITIONAL WARNING SIGNS SHOULD ALSO BE PLACED ON THE FENCING AND IN
APPROPRIATE AREAS NEAR THE WORK ZONE.
CONSTRUCTION FENCE DETAIL
Pipe Outlet to Flat Area—
No Well-defined Channel
3do A
to
- ---
Pipe Outlet to Well-defined
Channel
Filter
blanket
MAINTENANCE NOTES:
1. INSPECT RIPRAP OUTLET STRUCTURES WEEKLY AND AFTER
SIGNIFICANT (j INCH OR GREATER) RAINFALL EVENTS TO SEE
IF ANY EROSION AROUND OR BELOW THE RIPRAP HAS TAKEN
PLACE, OR IF STONES HAVE BEEN DISLODGED. IMMEDIATELY
MAKE ALL NEEDED REPAIRS TO PREVENT FURTHER DAMAGE.
OUTLET PROTECTION DETAIL
NOT TO SCALE
NOT TO SCALE
PERASPEC,'TI VEE
1%I E W
INTRODUCTION
1. PROTECTIVE FENCING SHOULD BE INSTALLED TO PREVENT ACCESS TO POTENTIALLY HAZARDOUS AREAS
OF A CONSTRUCTION SITE.
CONDITIONS WHERE PRACTICE APPLIES
1. APPLICABLE TO ANY CONTROL MEASURE OR SERIES OF MEASURES, WHICH CAN BE CONSIDERED UNSAFE
BY VIRTUE OF POTENTIAL FOR ACCESS BY THE PUBLIC. THE DESIGNER, DEVELOPER, AND CONTRACTOR
SHOULD ALWAYS BE SURE THAT THE MOST APPROPRIATE TYPE OF FENCE IS UTILIZED FOR A
PARTICULAR NEED.
CONSTRUCTION SPECIFICATIONS
1. SAFETY FENCES SHOULD BE LOCATED SO AS TO CREATE A FORMIDABLE BARRIER TO UNDESIRED
ACCESS, WHILE ALLOWING FOR THE CONTINUATION OF NECESSARY CONSTRUCTION OPERATIONS.
2. SAFETY FENCES ARE MOST APPLICABLE TO THE CONSTRUCTION OF TRAPS AND DAMS. IN USE WITH
THOSE STRUCTURES, SAFETY FENCES SHOULD BE LOCATED FAR ENOUGH BEYOND THE OUTER TOE OF
THE EMBANKMENT TO ALLOW FOR THE PASSAGE OF MAINTENANCE VEHICLES. FENCES SHOULD NOT BE
INSTALLED ACROSS THE SLOPE OF A DAM OR DIKE.
3. SIGNS NOTING POTENTIAL HAZARDS SUCH AS 'DANGER" OR 'HAZARDOUS AREA — KEEP OUT" SHOULD BE
POSTED AND EASILY SEEN BY ANYONE APPROACHING THE PROTECTED AREA.
4. PLASTIC (POLYETHYLENE) FENCE MAY BE USED AS SAFETY FENCING, PRIMARILY IN SITUATIONS WHERE
THE NEED IS FOR A TEMPORARY BARRIER. THE FENCE SHOULD MEET THE PHYSICAL REQUIREMENTS
NOTED IN TABLE 3.04.1.
5. SAFETY FENCES SHOULD BE INSTALLED PRIOR TO THE SEDIMENT CONTROL MEASURE BECOMING
ACCESSIBLE.
6. APPLICABLE WARNING SIGNS NOTING HAZARDOUS CONDITIONS MUST BE INSTALLED IMMEDIATELY UPON
INSTALLATION OF SAFETY FENCE.
7. CHAIN LINK FENCE SHOULD BE USED FOR PERMANENT STRUCTURES (GREATER THAN ONE YEAR).
MAINTENANCE
1. SAFETY FENCE SHALL BE CHECKED REGULARLY FOR WEATHER—RELATED OR OTHER DAMAGE. ANY
NECESSARY REPAIRS MUST BE MADE IMMEDIATELY.
2. CARE SHOULD BE TAKEN TO SECURE ALL ACCESS POINTS (GATES) AT THE END OF EACH WORKING DAY.
ALL LOCKING DEVICES MUST BE REPAIRED OR REPLACED AS NECESSARY.
SLOPE ROAD SURFACE
TOWARDS DITCHLINE
TABLE 3.04.1 PHYSICAL PROPERTIES OF PLASTIC SAFETY FENCE
PHYSICAL PROPERTY
TEST
REQUIREMENTS
RECOMMENDED COLOR
N/A
INTERNATIONAL ORANGE
TENSILE YIELD
ASTM D638
AVERAGE 2,000 Ibs.
ULTIMATE TENSILE
ASTM D638
AVERAGE 2,000 Ibs.
STRENGTH
18
per 4FT. WIDTH
ELONGATION AT
ASTM D638
GREATER THAN 1000%
BREAK(%)
29
300
CHEMICAL RESISTANCE
N/A
INERT TO MOST
1 42
1 85
CHEMICALS/ACIDS
STABILIZE DITCH WITH \
APPROPRIATE LINING SUCH
AS RIPRAP. RECP, OR GRASS
ROCK DITCH CHECKS
MAX GRADE
lox
SAFETY FENCE SPECIFICATIONS
GRAVEL SURFACE
MIN. SPACING
� 125'
MAX. SPACING
300'
OUTLET
PR/OTECTION
OUTLET F
I�
SILT FENCE
GRAVEL
ROADWAY
SURFACE
FLOW OF SUMP
yIATER
DITCH CHECK
SUMP
DITCH LINE
CRO.S,S' .SEC'TIOA_
CULVERT SIZING TABLE
DRAINAGE AREA
(AC)
PIPE DIAMETER
(IN)
PIPE CAPACITY
(CFS)
10
15
5
20
18
9
30
21
12
50
24
18
80
27
24
100
30
29
300
1 36
1 60
500
1 42
1 85
SOURCE: WEST VIRGINIA EROSION AND SEDIMENT
CONTROL FIELD MANUAL, MAY 2012
SEDIMENT AND EROSION CONTROL
FOR ACCESS ROADS AND DRIVEWAYS
NOT TO SCALE
26'
22'
1�
�r� ���
EROSION AND SEDIMENT CONTROL PRODUCTS
8'
KT -
22' 4
FT.
TOE INANDCOMPACT BACKFILL
xh
SIDE VIEW
Green Band I 4' MAX O.C.
FRONT ELEVATION
GROUND LINE
------ --� BOTTOM OF
TRENCH LINE
POST OAK
{1 4' x 11' x 48")
(OR EQUAL DENSITY)
REPAIR DETAIL
ATTACHING TWO SILT FENCES
WHEN TRENCHING IS USED
ALE Ili ENO POSH
DLfl
F ONE FENCE INSWE
IBE END PCF.i OF THE
OTHER FENCE
ROTATE BOTH POST AT
_11AS1 In'
CLOCKIN A
YNSE DIRECTION
TO ❑tEAIE A TI ITT
SEAL WIH THE FABRIC
MATERIAL
DIRECTION OF RUNOFF WATER DRIVE BOTH PO5T5
1 1 I I ABOUT 12 INCHES INTO
THE ORWNG FIW
BURY THE FLIP IN A
,RENQ,
PLAN VIEW
NOTES:
1. PRIORITY 1 — GREEN BAND BELTED SILT RETENTION FENCE SHALL BE INSTALLED
UPGRADIENT OF WATERBODIES, WETLANDS, AND OTHER SENSITIVE RESOURCES.
2. USE OF BSRF PRIORITY 1 AND 2 IN OTHER AREAS WILL BE AT THE DISCRETION OF THE
OWNER.
3. IF BSRF DOES NOT PERFORM TO SPECIFICATIONS, THEN STANDARD SILT FENCE WILL BE
USED.
MAINTENANCE NOTES:
1. INSPECT SEDIMENT FENCES AT LEAST ONCE A WEEK AND AFTER EACH RAINFALL MAKE
ANY REQUIRED REPAIRS IMMEDIATELY.
2. SHOULD THE FABRIC OF A SEDIMENT FENCE COLLAPSE, TEAR, DECOMPOSE OR BECOME
INEFFECTIVE, REPLACE IT PROMPTLY.
3. REMOVE SEDIMENT DEPOSITS AS NECESSARY TO PROVIDE ADEQUATE STORAGE VOLUME
FOR THE NEXT RAIL AND TO REDUCE PRESSURE ON THE FENCE. TAKE CARE TO AVOID
UNDERMINING THE FENCE DURING CLEANOUT.
BELTED SILT RETENTION FENCE (BSRF)
PRIORITY I - GREEN BAND
FIGURE 3.35.1
TYPES OF ROAD CROSS-SECTIONS
I
4% 4%
10' TO TOE
OF SLOPE
BONGING STRIP
- - -
CROWNED FILL SECTION
(1' xt x 24")
FOR LOW GROUND USE
FABRIC TOBE 24' ABOVE GROUND
WITH'J' IN TRENCH
4 STAPLES
6feet
--- ------�� -4-- -i -
(1" x Iii
28'
24'
FLOW
I.
�r
FOR LOW GROUND USE WHERE
8'
KT -
22' 4
FT.
TOE INANDCOMPACT BACKFILL
xh
SIDE VIEW
Green Band I 4' MAX O.C.
FRONT ELEVATION
GROUND LINE
------ --� BOTTOM OF
TRENCH LINE
POST OAK
{1 4' x 11' x 48")
(OR EQUAL DENSITY)
REPAIR DETAIL
ATTACHING TWO SILT FENCES
WHEN TRENCHING IS USED
ALE Ili ENO POSH
DLfl
F ONE FENCE INSWE
IBE END PCF.i OF THE
OTHER FENCE
ROTATE BOTH POST AT
_11AS1 In'
CLOCKIN A
YNSE DIRECTION
TO ❑tEAIE A TI ITT
SEAL WIH THE FABRIC
MATERIAL
DIRECTION OF RUNOFF WATER DRIVE BOTH PO5T5
1 1 I I ABOUT 12 INCHES INTO
THE ORWNG FIW
BURY THE FLIP IN A
,RENQ,
PLAN VIEW
NOTES:
1. PRIORITY 1 — GREEN BAND BELTED SILT RETENTION FENCE SHALL BE INSTALLED
UPGRADIENT OF WATERBODIES, WETLANDS, AND OTHER SENSITIVE RESOURCES.
2. USE OF BSRF PRIORITY 1 AND 2 IN OTHER AREAS WILL BE AT THE DISCRETION OF THE
OWNER.
3. IF BSRF DOES NOT PERFORM TO SPECIFICATIONS, THEN STANDARD SILT FENCE WILL BE
USED.
MAINTENANCE NOTES:
1. INSPECT SEDIMENT FENCES AT LEAST ONCE A WEEK AND AFTER EACH RAINFALL MAKE
ANY REQUIRED REPAIRS IMMEDIATELY.
2. SHOULD THE FABRIC OF A SEDIMENT FENCE COLLAPSE, TEAR, DECOMPOSE OR BECOME
INEFFECTIVE, REPLACE IT PROMPTLY.
3. REMOVE SEDIMENT DEPOSITS AS NECESSARY TO PROVIDE ADEQUATE STORAGE VOLUME
FOR THE NEXT RAIL AND TO REDUCE PRESSURE ON THE FENCE. TAKE CARE TO AVOID
UNDERMINING THE FENCE DURING CLEANOUT.
BELTED SILT RETENTION FENCE (BSRF)
PRIORITY I - GREEN BAND
FIGURE 3.35.1
TYPES OF ROAD CROSS-SECTIONS
I
4% 4%
A
- - -
CROWNED FILL SECTION
< 5 acres
FOR LOW GROUND USE
Bottom width flow channel
4X ; 4%
'_ �---�--
6feet
--- ------�� -4-- -i -
xj -_-,- - - -
CROWNED TURNPIKE SECTION
Side slopes
FOR LOW GROUND USE WHERE
2:1 orflatter
FILL IS UNAVAILABLE
10.5% minimum 1
' ---'--
4-6X
'
- - - - - OUTSLAPE SECTION
' FOR USE ON MODERATE SLOPE
AND STABLE SOILS
4-6X I
INSLOPE WITH DITCH SECTION
_ - - - FOR USE ON STEEP SLOPE AND
- AREAS WITH POOR SOILS
THE CHOICE OF CROSS-SECTION DEPENDS
w
ON DRAINAGE NEEDS. SOIL STABILITY. SLOPE.
AND EXPECTED TRAFFIC VOLUMES. I -
- -
K,
4X4%
------ AIII-
CROWNED AND DITCHED SECTION
- FOR HIGHER VOLUME ROADS ON
- - STEEP SLOPES
FROM: US FOREST SERVICE AND MICHIGAN DNR
TYPES OF ROAD CROSS-SECTIONS
NOT TO SCALE
FIGURE 3.25.1
NOT TO SCALE
SUPER SILT FENCE
NOTE FENCE POST SPACMA
SWILL NOT EXCEED
IV TO CENTER
GROUND
SURFACE
FLOW
ro� LLAxB,iUH
�w
CHAIN LMK FENCE
WF H I LAYER OF
FILTER CLOTN
4i' CWUN UNK FENCING
44r FILTER CLOTH-
PlrDNr
2 )" DIAMETER
GALVANIZED OR AW1dNUM
FwT DII 1"x4' I=
31r iJINWII -P06T HENINT
BURY FILTER CL,DTH 12'I
WHMUY N GROUND
3r MRiNWLI PAKO
Li
NOTE: WHERE SUPER SILT FENCE IS SHOWN ON THE ALIGNMENT SHEETS AN
ACCEPTABLE SUBSTITUTE SHALL BE A PYRAMID STACK OF THREE 18 INCH
DIAMETER COMPOST FILTER SOCKS, SUBJECT TO THE APPROVAL OF THE EI.
SUPER SILT FENCE
NOT TO SCALE
1�
EROSION AND SEDIMENT CONTROL PRODUCTS
10' TO TOE
OF SLOPE
—{ FABRIC TO BE 24' ABOVE GROUND
Ij wITH'J' IN TRENCH
2T 24• Flow
T 4.
4' x 8' TOE IN AND COMPACT BACKFILL
Trench
SIDE VIEW
Black Band I� s' ,Ax D c. —
FRONT ELEVATION
BONDING STRIP
{T"x
4 STAPLES
(1' x 1h __ GROUND LINE
------ -
BOTTOM OF
TRENCH LINE
POST OAK
(1 g" x 1 1"x 48")
(OR EQUAL DENSITY)
REPAIR DETAIL
ATTACHING TWO SILT FENCES
WHEN TRENCHING IS USED
PLATHEE THE END POST
OF ONE FENCE IWAE
THE END POST OF THE
OTHER FENCE
ROTATE BOTH P05T AT
LEAST 160' N
CLOCKINSE DIRECTION
TO CREATE A TIGHT
SEM InTH THE FABRIC
MATERIAL
DIRECTION OF RUNOFF WATER DRIVE BOTH POSTS
I I % ABOUT 12 INCHES INTO
THE T
C H E F AND
BURT THE FLAP IN A
TRE'0
PLAN VIEW
BELTED SILT RETENTION FENCE (BSRF)
PRIORITY 2 - BLACK BAND
10% SETTLEMENT
NOT TO SCALE
PARABOLIC DIVERSION
10% SETTLEMENT
TRAPEZOIDAL DIVERSION
10% SETTLEMENT
Table 3.15.1
CHANNEL CROSS SECTION REQUIREMENTS
A
B
Drainage area
< 5 acres
5 —10 acres
Bottom width flow channel
4feet
6feet
Depth of flow channel
1 foot
1 foot
Side slopes
2:1 orflatter I
2:1 orflatter
Grade
10.5% minimum 1
0.5% minimum
DIVERSION DETAIL
NOT TO SCALE
GENERAL NOTES AND COMMENTS: SYM. DATE BY REVISION INFORMATION PROJECT/TASK APP. +��11tt�FtA�i���� ERM NC INC.
QO 03/10/17 NJB ISSUED FOR REVIEW ,,����N ���� �''��1 License#F-1223 Atlantic Coast Pipeline LLC
;` QQ`,. �Sr$.Si ti , •% 15720 Brixham Hill Ave, Suite 120 1
1Q 08/04/17 OUTS ISSUED FOR REVIEW - - � ,• : ERM Charlotte, NC 28277 [phone] 925 White Oaks Blvd. Bridgeport, West Virginia 26330 / 681-842-8000
Q2 10/20/17 OUTS ISSUED FOR REVIEW _ _ :'Q �� DRAWN: UUTS 09/29/17
02 =9� = CHECKED: _ _ T,TLE: ATLANTIC COAST PIPELINE
��,'... �� �� ��G��;= APP. FORB,D: EROSION AND SEDIMENT CONTROL PLAN DETAILS
''� � ' •N�-�, I �� ' c��ti GROUP DWG. NO. REV.
r Q`.� t.;\ . � APP. FOR CONST.: DISTRICT: _ COUNTY.• - STATE: NC
'''/l,,,,,1LLT'' scA�E: AS NOTED DiwFi�E. ACP\North Carolina\ —

COFFERDAMS
��� ' r THICKNESS OF STONE 2'-4' AGGREGATE 1`H I 1 � � � � 1 %�L1r ' MINI 11�1{'
lL!. M/!#/SJ COARSE AGGREGATE
'� OVER PIPE. if DIAMETER 6' DEEP cAPACRY OF PIPE CULVERTS to slputk; pmI gram
OF PIPE OR 12-, SHOULD EOVAL BAHKFULL FLOW
WHICHEVER IS
USE ONLY URGE
GREATER ANGULAR
PLAN VIEW �IIIyI DURA RFK - +
6 MIL PLASTIC PUMP EXCESS WATER ~III i _II
f
TO APPROVED DEWATERING I E I II!
STREAM ` ...� flEYiCE PUMP DEWATERING BAGIIII II 1 IIII' lll� a
sEOTEOLE � r ' Pal
rl IIII1+= Illilll_ ji
FILTER CLOTH
SANDBAG OItY WORK ARfA —1II1I f=�IIIIII �I�II�I=I�IIII 'i=
—ulilll�IIIA11 = illlillilulnl_= 3 rl din
CLASS B EROSION Ht1ti�m�
:ul>a �;rill�■:�tlil�� �r� tl�r�l�#kk►u
r % l,► D. EY BARRIER �]I fr' j� CO �j'FE �i j) j `� f A P CONSTRUCTION IA
l Li (� l l� j 1r [ >r j.t l 4 l_. v l 1 V l.r�`! ! � ACTIVITY STONE I rLKtMm
=f FLOW now
r SILT FENC "-
`a SILT FENCE NC DOT #5 OR
—` #57 WASHED `} t�indnfls Illl. l A 11AIWHUI.LL `
STREAM TO 111L. PLPPUMP EXCESS WATER PlzaPasEo PLASTIC PUMP
APPROVED DEWATERING PIPELINE � E �F'I�t�l■n1,�r�t �Ilrc-r�r�
HD STONE �—�
DEVICE SILT FENCE SILT FENCE �' r
~� ``�a � l 4
•
SANOiAG ORY WORK AR'JI�
� Z it # il111t] 1lllitlttll � t
i ids Vj4aWKdgr of ruck �
.5{A VD or GRA 1,T4 L BAG C OFFERD A,11
JERSEY BARRIER,
A0CRFf.ATf. OR b
SANDBAGS CREEK BANK
6 MIL. PLASTIC
COFFERDAMS —QRY WORK AREA
NOT TO SCALE SANDBAGS
` $O FEET 36 FEET
PROPOSED MINIpU1) LNN111UY Fl�ll1 k'1 L'tiK
PIPELINE TOP OF TOP OF SANK
STREAM CHANNEL
�S'FCTION +`A - A" CNK STRUCTURAL STREAMBANK STABILIZATION DETAIL
— NOT TO SCALE
COFFERDAM CROSSING
NOT TO SCALE
TYPE 1
5/8 IN. POLYPROPYLENE ROPE STREAK FLOW
1/4 IN. TIE ROPE FLOATATION ANCHOR PT.
FOLDS FOR COMPACT STORAGE
DEPTH ACCORDING TO NEED/
NYLON REINFORCED VINYL
18 (OR 22) OZ. VINYL COVERED NYLON
ECONOMY FABRICS AVAILABLE
18 OZ. 300 LB/IN. STANDARD
ALL SEAMS HEAT SEALED 1/4 IN. CHAIN
(BLOW-UP OF SHACKLE CONNECTION)
0
TYPE D
GALVANIZED #24 SAFETY HOOK
STRESS BAND STRESS PLATE 5/16 IN. CHAIN
BALLAST & LOAD LINE
TURBIDITY CURTAIN DETAIL
NOT TO SCALE
SHORELINE
CULVERT STREAM CROSSING
NOT TO SCALE
—.�• STAKE OR ANCHOR,
EVERY 100' (TYPICAL)
® FILL AREA
LIMITS OF I �.«
CONSTR.
--'------ - - % SHORELINE
ANCHOR PT. TURBIDITY « THIS DISTANCE IS VARIABLE
CURTAIN
TIDAL WATERS AND/OR HEAVY WIND & WAVE ACTION
FLOOD
�--' EBB PRf5Pf1CF(1 TnF
SHORELINE BARRIER MOVEMENT SHORELINE
ANCHOR PT. r-� DUE TO TIDAL CHANGE ANCHOR PT.
* THIS DISTANCE IS VARIABLE ® FILL AREA
TURBIDITY CURTAIN DETAIL
NOT TO SCALE
4' MAX. STAKE TWIN_
-SEDIMENT LOG
11 11 111 II 11 � it
z
BLOWN/PLACED
FILTER MEDIA, AS
FLAT LEVEL AREA AASHTO 957 NEEDED
FREE OF DEBRIS STONE WORK AREA
FRONT VIEW
2' x 2' x 48' (t 3.18'1 WOOD
STAKE OR EQUIVALENT 12 NC
SEDIMENT LOG
SHEET FLOW 2-1
COMPACTED BACKFILL MATERIAL —/ d � UNDISTURBED
FLAT, LEVEL AREA FREE OF DEBRIS GROUND
1�
ELEVATION VIEW
WOOD
STAKE •-
SEDIMENT •
FLAT
NOTES:
1. SEDIMENT FILTER LOGS SHALL BE INSPECTED WEEKLY AND AFTER EACH
RUNOFF EVENT. SEDIMENT DEPOSITS SHALL BE CLEANED FROM THE LOG
WHEN IT REACHES HALF THE HEIGHT OF THE LOG. DAMAGED FILTER
LOGS SHALL BE REPLACED WITHIN 24 HOURS OF INSPECTION. A
SUPPLY OF FILTER LOGS SHALL BE MAINTAINED ON SITE FOR THIS
PURPOSE.
2. COIR LOGS TO BE REMOVED FROM ALL WETLANDS AT THE COMPLETION
OF CONSTRUCTION ACTIVITIES.
COIR LOG DETAIL
WATER FLOW
WOODEN STAKES PLACED 10' WOODEN STAKES PLACED 10'
O.C. AND THROUGH MIDDLE OF O.C. AND THROUGH MIDDLE
FILTER SOCK OF FILTER SOCK
BLOWN/PLACED COMPOST FILTER SOCK
COMPOST FILTER SOCK FILTER MEDIA, AS (MINIMUM 12 INCH DIAMETER)
AREA TO BE PROTECTED NEEDED AREA TO BE PROTECTED
A.. I ..... I ... WORK AREA 1....1....1, ....1, . .
1.2
SECTION SECTION
WOODEN STAKES PLACED 10' O.C. WOODEN STAKES PLACED 10' O.C.
AND THROUGH MIDDLE OF FILTER AND THROUGH MIDDLE OF FILTER
SOCK (TYP.) SOCK (TYP.)
WORK AREA V. WORK AREA
PLAN PLAN
NOTES: TER SOCK TO BE FILTREXX SEDIMENT CONTROL SILTSOXX OR APPROVED EQUAL. FILTER MEDIA INSIDE AND, AS
NECESSARY UP-SLOPE OF FILTER SOCK, TO BE FILTREXX FILTERMEDIA OR APPROVED EQUAL.
2. SEDIMENT SHALL BE REMOVED WHEN ACCUMULATIONS REACH 1/2 THE ABOVE GROUND HEIGHT OF THE FILTER SOCK.
3. MINIMUM OF 12 INCHES DIAMETER.
MAINTENANCE NOTES:
1. INSPECT COMPOST SOCK WEEKLY AND AFTER EACH SIGNIFICANT RAINFALL EVENT (1/2 INCH OR GREATER). REMOVE
ACCUMULATED SEDIMENT AND ANY DEBRIS. THE COMPOST SOCK MUST BE REPLACED IF CLOGGED OR TORN, IF
CLOGGING BECOMES EXCESSIVE, THE SOCK MAY NEED TO BE REPLACED WITH A LARGER DIAMETER OR A DIFFERENT
MEASURE. THE COMPOST SOCK SHALL BE INSPECTED UNTIL LAND DISTURBANCE IS COMPLETED AND THE AREA
ABOVE THE MEASURE HAS BEEN PERMANENTLY STABILIZED.
COMPOST FILTER SOCK
NOT TO SCALE
GENERAL NOTES AND COMMENTS:
SYM.
DATE
BY
REVISION INFORMATION
PROJECT/TASK
APP.
`,`��III�t1i�II�',
ERM NC INC.
QO
03/10/17
NJB
SSUEDFORREVIEW
``�\�,�� CARP �'r��i
License
Atlantic Coast Pipeline LLC
x �$`S{
15720 Brixham Hill Ave, Suite 120
1
1Q
08/04/17
WTS
ISSUED FOR REVIEW
, �: ,
''� r
ERM Charlotte, NC 28277 [phone]
825 White Oaks Blvd. Bridgeport West Virginia 26330 / 681-842-8000
Q2
DRAWN: WTS
09/29/17
10/20/17
WTS
ISSUED FOR REVIEW
•'Q '
'
02 =94
CHECKED: _
_
TITLE:
ATLANTIC COAST PIPELINE
9,0
EROSION AND SEDIMENT CONTROL PLAN DETAILS
APP. FOR BID:
GIt��
APP. FOR CONST.:
DISTRICT: _ COUNTY. - STATE: of C
GROUP
DWG. NO.
REV.
—
9 0 F 9
2
SCALE: AS NOTED
DIRIFILE: ACP\North Carolina\

ATLANTIC COAST PIPELINE PROJECT
COMMUNICATION TOWER (TYPICAL)
EROSION & SEDIMENT CONTROL PLAN
EROSION & SEDIMENT CONTROL PLAN NARRATIVE
THE FOLLOWING EROSION AND SEDIMENT CONTROL PLAN SHALL PROVIDE A TYPICAL
STANDARD FOR BEST MANAGEMENT PRACTICES FOR THE ATLANTIC COAST PIPELINE
COMMUNICATION TOWER SITES. THE COMMUNICATION TOWER SITE LAYOUT MAY NOT HAVE
ALL EQUIPMENT AND COMPONENTS DEPICTED, BUT THE SITE FOOTPRINT SHALL BE
CONSISTENT. COLLECTIVELY, THERE ARE 3 SITES IN WEST VIRGINIA, 19 SITES IN VIRGINIA, AND
10 SITES IN NORTH CAROLINA. THE EROSION AND SEDIMENT (E&S) CONTROL MEASURES FOR
THE COMMUNICATION TOWER CONSTRUCTION ACTIVITIES PRIMARILY CONSIST OF BUT ARE
NOT LIMITED TO ROCK CONSTRUCTION ENTRANCE, COMPOST FILTER SOCK, SILT FENCE, AND
TEMPORARY AND PERMANENT SEEDING AND MULCHING. BEST MANAGEMENT PRACTICES
(BMP) SPECIFICATIONS FOR THE E&S CONTROL PLAN (E&SCP) ARE TO BE UTILIZED BY THE
CONSTRUCTION CONTRACTOR ACCORDING TO THE PROVIDED PLAN.
GENERAL CONSTRUCTION NOTES:
1. DISCHARGES ORIGINATING FROM OFF-SITE SOURCES, WHICH FLOW THROUGH OR ACROSS
THE AREAS DISTURBED BY CONSTRUCTION, MAY BE DIVERTED AROUND THE ACTIVE
CONSTRUCTION AREA WHENEVER POSSIBLE.
2. PERFORM PERMANENT OR TEMPORARY SOIL STABILIZATION WITHIN 7 DAYS WHEN SITE IS
AT FINAL GRADE AND ON SITES THAT ARE NOT AT FINAL GRADE, BUT WILL REMAIN
DORMANT FOR MORE THAN 14 DAYS.
3. DUE TO VARYING SITE CONDITIONS, ADDITIONAL SEDIMENT CONTROL BMPS MAY BE
NECESSARY BEYOND THE MEASURES SHOWN ON THE E&S CONTROL PLAN.
4. AT MINIMUM, ALL BMPS ARE TO BE INSPECTED ONCE EVERY SEVEN CALENDAR DAYS AND
WITHIN 24 HOURS AFTER ANY STORM EVENT GREATER THAN 0.5 -INCH PER 24-HOUR
PERIOD DURING THE ENTIRE PROJECT. ALL REQUIRED PERMITS MUST BE OBTAINED PRIOR
TO STARTING WORK.
5. DURING CONSTRUCTION, THE CONTRACTOR SHALL BE RESPONSIBLE FOR CONSTRUCTION,
STABILIZATION AND MAINTENANCE OF ALL EXISTING AND PROPOSED SITE EROSION &
SEDIMENTATION CONTROL DEVICES AND FACILITIES.
6. AS SITE SPECIFIC CONDITIONS MAY WARRANT, THE E&SC PLAN MAY REQUIRE MINOR
MODIFICATIONS TO ENSURE PROPER PROTECTION OF RECEIVING WATERS. THE
RESPECTIVE PROJECT ENVIRONMENTAL INSPECTOR (EI) WILL IDENTIFY SITE SPECIFIC
AREAS WHERE A CERTAIN BMP MODIFICATION(S) IS NECESSARY TO EITHER OMIT OR
ENHANCE BMPS IN SUCH AREAS. THIS PROCESS ENTAILS THE EI TO IDENTIFY LOCATIONS
WHERE BMPS WILL NEED TO BE ALTERED, SUBSTITUTED OR OMITTED AND CONTACT THE
DOMINION COMPLIANCE SPECIALIST TO REVIEW PROPOSED CHANGES. UPON REVIEW
AND APPROVAL BY THE DOMINION COMPLIANCE SPECIALIST, THE EI WILL REDLINE, DATE,
AND SIGN THE E&SCP DRAWING(S) DEPICTING THE REDLINE CHANGE(S). ONCE THIS
PROCESS IS COMPLETED, THE EI WILL NOTIFY THE DEP OF SUCH MINOR MODIFICATION
REDLINE AMENDMENTS AS REQUIRED BY THE GENERAL PERMIT.
BMP INSTALLATION AND REMOVAL SEQUENCE
THE STAGING OF EARTHMOVING ACTIVITIES FOR THIS PROJECT IS A GENERAL DESCRIPTION OF
THE WORK REQUIRED. ALL WORK SHALL BE COMPLETED IN ACCORDANCE WITH COMPANY
STANDARDS, THE STATE DEPARTMENT OF ENVIRONMENTAL QUALITY REGULATIONS AND ALL
OTHER APPLICABLE FEDERAL, STATE OR LOCAL REQUIREMENTS.
THE APPROVED EROSION AND SEDIMENTATION CONTROL PLAN INCLUDING THE SOIL EROSION
CONTROL DRAWINGS AND NARRATIVE SHALL BE AVAILABLE ON SITE AT ALL TIMES DURING
EARTH DISTURBANCE.
1. STAKE/FLAG ALL LIMITS OF DISTURBANCE FOR CONSTRUCTION ACTIVITIES, CLEARLY
IDENTIFYING WETLAND AND STREAM EDGES. INSTALL SIGNS TO DESIGNATE THE AREA TO
IDENTIFY IMPORTANT PROJECT ATTRIBUTES SUCH AS WETLAND/STREAM BOUNDS,
EXCLUSION AREAS ETC.
2. INSTALL ROCK CONSTRUCTION ENTRANCES IMMEDIATELY BEFORE INITIAL DISTURBANCES.
THE ROCK CONSTRUCTION ENTRANCES TO BE UNDERLAIN BY FILTER FABRIC. ALL
CONSTRUCTION TRAFFIC SHOULD USE ONLY ROCK CONSTRUCTION ENTRANCE FOR
INGRESS AND EGRESS. ALL MUD OR SEDIMENT TRACKED ONTO THE EXISTING ROADWAY
SHALL BE REMOVED BY THE CONTRACTOR AS NECESSARY.
3. INSTALL SILT FENCE AND COMPOST FILTER SOCKS AS NECESSARY ALONG THE ACCESS
ROADS TO PREVENT SEDIMENT LADEN RUNOFF FROM ENTERING DOWNSTREAM WATER
BODIES. MAINTAIN THE ACCESS ROADS AS REQUIRED, ASSOCIATED DITCHES, AND
NECESSARY OUTLET PROTECTION.
4. PRIOR TO AND SIMULTANEOUS WITH GRADING AND EXCAVATION, INSTALL REMAINING
EROSION CONTROL DEVICES (ECD) SHOWN ON THE PLANS.
5. COMMENCE GRADING AND ASSOCIATED CUT AND FILL SLOPES. THE EARTH MOVING
ACTIVITY SHALL BEGIN IN AREA OF CUT SO THAT THE CUTS CAN BE PLACED IN AREAS OF
FILL.
GENERAL NOTES AND COMMENTS:
ERM HAS DEPICTED EROSION AND SEDIMENT CONTROL BEST MANAGEMENT PRACTICES (BMPS) ON THESE PLAN SHEETS
PREPARED BY OTHERS FOR USE BY CONTRACTOR TO CONTROL EROSION AND SEDIMENTATION DURING CONSTRUCTION OF
THIS PROJECT. ERM IS RESPONSIBLE FOR THE NATURE AND LOCATION OF THE DEPICTED BMPS AS OF THE DATE SIGNED
AND SEALED BASED ON THE SOURCE DATA PROVIDED. ERM RETAINS NO RESPONSIBILITY OR LIABILITY FOR INFORMATION
DEVELOPED, PREPARED OR OTHERWISE PROVIDED BY OTHERS, OR FOR INACCURACIES OF SOURCE DATA PROVIDED BY
OTHERS. ERM ASSUMES NO RESPONSIBILITY OR LIABILITY FOR DESIGNS OR WORK PRODUCTS OF ANY TYPE TO THE
EXTENT THAT THEY ARE BASED UPON OR DERIVED FROM SUCH INCORRECT INFORMATION OR DATA.
6. FINALIZE UTILITY INSTALLATION AND PLACE TOPSOIL ON THE CUT AND FILL AREAS.
STABILIZE CUT AND FILL SLOPES, AFTER PLACEMENT OF STOCKPILED TOPSOIL ON
EXCAVATED SLOPES, AND AS DIRECTED.
7. RE -DISTRIBUTION OF WET SEDIMENT FROM DEVICES AND FACILITIES SHALL ONLY BE
PERMITTED UPHILL OF AN EFFECTIVE SEDIMENT CONTROL DEVICE OR FACILITY.
SEDIMENT LADEN RUNOFF SHALL NOT BE ALLOWED TO FLOW DIRECTLY INTO WATER
BODIES.
8. ANY EXPOSED TOPSOIL PILES SHOULD BE STABILIZED & SEEDED PER THE PERMIT
REGULATIONS, AND BY TABLES SHOWN ON THE APPROVED EROSION CONTROL PLANS
AND MULCHED WITH STRAW AS SPECIFIED BY THE PROJECT OWNER.
9. UPON MINIMUM 70% VEGETATIVE STABILIZATION, REMOVE TEMPORARY SEDIMENT
CONTROLS. REMOVE ACCUMULATED SEDIMENTS WITHIN THE TRAPS, RE -GRADE TRAPS
TO FINAL CONTOURS. STABILIZE SITE PER THE PLANS.
TOWER SITES - SEQUENCE OF CONSTRUCTION
1. LIMITS OF CONSTRUCTION MUST BE FIELD MARKED PRIOR TO CLEARING, INSTALLATION
OF SEDIMENT CONTROL MEASURES, CONSTRUCTION, OR OTHER LAND DISTURBING
ACTIVITIES.
2. DETAILED SEQUENCE OF CONSTRUCTION:
a. INSTALL STABILIZED CONSTRUCTION ENTRANCE.
b. CLEAR AND GRADE FOR INSTALLATION OF ECDS.
c. INSTALL SEDIMENT CONTROL DEVICES.
d. PREPARE TEMPORARY PARKING AND STORAGE AREA(S).
e. CLEAR AND GRUB THE SITE, AS REQUIRED.
f. START CONSTRUCTION OF THE SITE IMPROVEMENTS.
g. BEGIN GRADING THE SITE.
h. INSTALL UTILITIES.
i. PERFORM FINAL GRADING AND INSTALL PERMANENT SEEDING AND PLANTING.
j. REMOVE ALL TEMPORARY EROSION AND SEDIMENT CONTROL DEVICES (ONLY IF SITE
IS STABILIZED).
MAINTENANCE SCHEDULE
AFTER FULL REVEGETATION HAS BEEN ACHIEVED, ALL BMPS WILL BE REMOVED AND ANY
LAND DISTURBED BY REMOVAL WILL BE PERMANENTLY STABILIZED. UNLESS OTHERWISE
SPECIFIED, ALL MAINTENANCE MUST BE COMPLETED IMMEDIATELY AFTER AN INSPECTION
IDENTIFIES THAT A BMP IS NOT FUNCTIONING AS REQUIRED.
• SEDIMENT MUST BE REMOVED WHERE ACCUMULATION REACHES ONE-HALF THE ABOVE
GROUND HEIGHT OF THE CONTROL MEASURE.
• EROSION CONTROL MEASURES, WHICH HAVE BEEN UNDERMINED OR TOPPED, MUST
IMMEDIATELY BE REPAIRED.
• OTHER REQUIRED REPAIRS OR MAINTENANCE SHALL BE MADE IMMEDIATELY.
• TEMPORARY AND PERMANENT E&S CONTROL BMPS SHALL BE MAINTAINED AND REPAIRED
AS NEEDED TO ASSURE CONTINUED PERFORMANCE OF THEIR INTENDED FUNCTION.
SEEDING AND MULCHING
SEE SEED MIXES SPECIFIED IN THE ACP PROJECT RESTORATION PLAN.
SEEDBED PREPARATION: AREAS TO BE SEEDED SHALL BE DISKED TO A DEPTH OF 4 -IN TO 6 -IN
WHENEVER FEASIBLE, AND SMOOTHLY GRADED.
3. IN TOPSOILED AREAS, SOIL TO BE REDISTRIBUTED EVENLY AND STABILIZED PRIOR TO
SEEDING.
4. STABILIZATION MEASURES SHALL BE INITIATED AS SOON AS PRACTICABLE IN PORTIONS OF
THE SITE WHERE CONSTRUCTION ACTIVITIES HAVE TEMPORARILY OR PERMANENTLY
CEASED, BUT IN NO CASE MORE THAN 21 DAYS AFTER THE CONSTRUCTION ACTIVITY IN
THAT PORTION OF THE SITE HAS PERMANENTLY CEASED.
5. WHERE THE INITIATION OF STABILIZATION MEASURES WITHIN 7 DAYS AFTER
CONSTRUCTION ACTIVITY TEMPORARILY OR PERMANENTLY CEASES IS PRECLUDED BY
SNOW COVER, STABILIZATION MEASURES SHALL BE INITIATED AS SOON AS CONDITIONS
ALLOW.
6. AREAS WHERE THE SEED HAS FAILED TO GERMINATE ADEQUATELY (UNIFORM PERENNIAL
VEGETATIVE COVER WITH A DENSITY OF 70%) WITHIN 30 DAYS, SEEDING AND MULCHING
MUST BE RE -SEEDED IMMEDIATELY, OR AS SOON AS WEATHER CONDITIONS ALLOW.
SYM.I DATE I BY
03/07/17 I WTS
REVISION INFORMATION
ISSUED FOR REVIEW
LEGEND
Station Fence
LIMITS OF CONSTRUCTION
LIMITS OF DISTURBANCE
PROPOSED FEATURE
PROPOSED FENCE
PROPOSED COMPOST FILTER
SOCK OR SILT FENCE
ROCK CONSTRUCTION ENTRANCE
(OR APPROVED ALT.)
FLOW ARROW (PROPOSED)
LP Tank
75/
Fencing: 8' anti -climb, anti -cut fence with 1' of outward facing barbwire and
fence sensing technology providing delay, deterrence and detection against
intrusion
y Security Fence
1
3'
\J/ J I V %_
Schedule 80
- Pull Box
24' ICE
Bridge
III Telecom Cable
to Office Bldg
T�
PRELIMINARY
PUBLIC STREET
TER FABRIC UNDER STONE
STREET
UG Ground
System
GND Tie
I I Box
GENERAL NOTES: '
1. A STABILIZED PAD OF WASHED STONE SHALL BE LOCATED WHERE TRAFFIC WALL BE ENTERING OR LEAVING A
CONSTRUCTION SITE TO OR FROM A PUBLIC STREET.
2 STONE TO BE SURGE STONE OR 2"-3" RAILROAD BALLAST
3. THE ENTRANCE SHALL BE MAINTAINED IN A CONDITION WHICH WALL PREVENT TRACKING OR FLOWING OF SEDIMENT
ONTO PUBLIC STREETS OR EXISTING PAVEMENT. THIS MAY REQUIRE PERIODIC TOP DRESSING WITH ADDITIONAL
STONE AS CONDITIONS DEMAND AND REPAIR AND/OR CLEANOUT OF ANY MEASURES USED TO TRAP SEDIMENT.
4. ALL SEDIMENT SPILLED, DROPPED, WASHED OR TRACKED ONTO PUBLIC STREETS MUST BE REMOVED IMMEDIATELY.
5. WHEN NECESSARY, WHEELS MUST BE CLEANED TO REMOVE SEDIMENT PRIOR TO ENTERING A PUBLIC STREET. WHE
APPROVE DSS REQUIRED.DIMENT IT SHALL BE DONE ON AN AREA STABILIZED WITH CRUSHED STONE WHICH DRAINS INTO AI
S. FILTER FABRIC SHALL BE MIRAFl 500 OR EQUIVALENT.
ROCK CONSTRUCTION ENTRANCE
(N. C. STD. NO. 6.06)
PROJECT/TASK APP. 1CAR/ill
•' ff ryry�� (/��� = ERM
uj�(J),h�
. (P
- - '��1111111I11\'
ERM NC, INC.
License #F-1223
15720 Brixham Hill Ave, Suite 120
Charlotte, NC 28277 [phone]
WTS 1 05/18/17
CHECKED: _
APP. FOR BID:
APP. FOR CONST.:
SCALE. AS NOTED
SITE PLAN
5'
IIIIIIIIIIIIA 1" = 10'
WHEN PRINTED FULL SIZE
1 o 5 10
IIIII�IIII
BELTED SILT RETENTION FENCE
INSTALLATION DETAIL
PRIORITY I—GRFFN RAND
1=� 1
SILT-SAVEIZ, INC.
—4' LONG WOOD POST (OAK)
SPACED AT 4'-0"
FRONT ELFVATION
SS -I MINIMUM OVERLAP OF 18" 15 TO
BE PROVIDED AT ALL SPLICE
JOINTS
BELTED SILT RETENTION FENCE (BSRF)
IF BRSF DOES NOT PERFORM TO
SPECIFICATION, THEN STANDARD SILT FENCE
TO BE USED.
SILT -SAVER, INC.
I UU4 CULPEPPER DRIVE • CONYERS, GA 33094
OFFICE 770-388-7318 , FAx [phone] • TOLL FREE 1 -969 -382 -SILT (7458) • WEBSITE wwW. Li LTS VKR. GUM
Atlantic Coast Pipeline, LLC
925 White Oaks Blvd. Bridgeport, West Virginia 26330 / 681-842-8000
TITLE. ATLANTIC COAST PIPELINE
COMMUNICATION TOWER ESC PLAN - TYPICAL
DISTRICT.
GROUP DWG. NO. REV.
DIRiFILE: ACP\COMMUNICATION TOWER — 1 — 1 O
BONDING
STRIP
(1"x 3/8"z 24")
5 ITAPLES
10' (TVP)
FABRIC TO BE 24" ABOVE
-
GROUND WITH "J" IN TRENCH
OR SLICING METHOD
Ill
FLOW —
f
— —
.'
r
FQST_(OAK)
�I _._TIf
L4"
_ _
(1-3/4"x 1-1/4"z 45')
f
TOL IN AND COMPACT
BACEFILLORSLICI.NG
SIDE VIEW Trench
N[ETHOD
GREEN BAND
—4' LONG WOOD POST (OAK)
SPACED AT 4'-0"
FRONT ELFVATION
SS -I MINIMUM OVERLAP OF 18" 15 TO
BE PROVIDED AT ALL SPLICE
JOINTS
BELTED SILT RETENTION FENCE (BSRF)
IF BRSF DOES NOT PERFORM TO
SPECIFICATION, THEN STANDARD SILT FENCE
TO BE USED.
SILT -SAVER, INC.
I UU4 CULPEPPER DRIVE • CONYERS, GA 33094
OFFICE 770-388-7318 , FAx [phone] • TOLL FREE 1 -969 -382 -SILT (7458) • WEBSITE wwW. Li LTS VKR. GUM
Atlantic Coast Pipeline, LLC
925 White Oaks Blvd. Bridgeport, West Virginia 26330 / 681-842-8000
TITLE. ATLANTIC COAST PIPELINE
COMMUNICATION TOWER ESC PLAN - TYPICAL
DISTRICT.
GROUP DWG. NO. REV.
DIRiFILE: ACP\COMMUNICATION TOWER — 1 — 1 O

State
Project
Segment
Spread
Alignment Sheet
Facilities Crossed
Milepost
Unique ID
Feature Name
-
Waterbody
Regime
Construction
Method
State
Reg
Class
State/Commonwealth or
Federal Time of Year
Restrictions (work limited
between dates listed)
State
Project
Segment
Spread
Alignment Sheet
Facilities Crossed
Milepost
Unique ID
Feature -Name
Waterbody
Regime
Construction
Method
State
Reg
Class
State/Commonwealth or
Federal Time of Year
Restrictions (work limited
between dates listed)
North Carolina
AP -2
8
does not appear to cross
Perm ROW, SuryCorr, Temp
ROW
31.0
shIh020
UNT to Rocky Swamp
Intermittent
Dam and Pump
C
NA
North Carolina
AP -2
8
6
Perm ROW, SUN Corr, Temp
ROW
0.4
snrh005 (SNRH013?)
Jacks Swamp
Intermittent
Dam and Pump
C
NA
North Carolina
AP -2
8
37
31.1
SHLHO13
North Carolina
AP -2
8
37
Perm ROW, Sury Corr
31.2
shlo001
UNT to Rocky Swamp
Intermittent
Not Crossed by
Centerline
C
NA
North Carolina
AP -2
8
7
Perm ROW, Sury Corr, Temp
ROW
1.1
snrh007
UNT to Jacks Swamp
Intermittent
Dam and Pump
C
NA
North Carolina
AP -2
8
37
Perm ROW, SuryCorr, Temp
ROW
31.2
shlo002
UNT to Rocky Swamp
Intermittent
Dam and Pump
C
NA
North Carolina
AP -2
8
7
Perm ROW, SUN Corr, Temp
ROW
1.9
snrh006
Jacks Swamp
Perennial
Open Cut
C, NSW
NA
North Carolina
AP -2
8
38
Perm ROW, SuryCorr, Temp
ROW
32.0
isdha001 (no stream
here just a wetland)
Rocky Swamp
Perennial
Open Cut
WS -IV,
NSW
March 15 to May 31/August 15
to September 30
North Carolina
AP -2
8
Perm AR
8.3
snrh010
UNT to Trouble Field Creek
Intermittent
Perm AR
C
NA
North Carolina
AP -2
8
14
Perm ROW, Sury Corr, Temp
ROW
8.5
snrg002
UNT to Trouble Field Creek
Perennial
Dam and Pump
C
NA
North Carolina
AP -2
8
would be on AR -100, does
not appear to cross
Perm AR
8.5
snrh009
UNT to Trouble Field Creek
Perennial
Perm AR
C
NA
North Carolina
AP -2
8
38
Perm ROW, Sury Corr, Temp
ROW
32.7
shIh013
UNT to Rocky Swamp
Intermittent
Dam and Pump
C
NA
North Carolina
AP -2
8
would be on AR -100, does
not appear to cross
Perm AR
8.5
snrh009
UNT to Trouble Field Creek
Perennial
Perm AR
C
NA
North Carolina
AP -2
8
38
Perm ROW, SuryCorr, Temp
ROW
32.8
shIh014
UNT to Rocky Swamp
Intermittent
Dam and Pump
c
NA
North Carolina
AP -2
8
14
Perm ROW, Sury Corr, Temp
ROW
8.8
snrg003
UNT to Trouble Field Creek
Intermittent
Dam and Pump
C
NA
North Carolina
AP -2
8
AR -105 (not shown on
sheet)
Perm AR
33.5
shIh022
UNT to Fishing Creek
Perennial
Perm AR
C
NA
North Carolina
AP -2
8
15
Perm ROW, Sury Corr, Temp
ROW
9.6
snrh004
UNT to Roanoke Rlver
Perennial
Dam and Pump
C
NA
North Carolina
AP -2
8
AR -105 (not shown on
sheet)
Perm AR
33.5
shIh022
UNT to Fishing Creek
Perennial
Perm AR
C
NA
North Carolina
AP -2
8
39
Perm ROW, Sury Corr
33.7
shIg011(F)
UNT to Fishing Creek
Perennial
HDD
C
NA
North Carolina
AP -2
8
15
Perm ROW, Sury Corr
9.8
shIh001
Roanoke River
Perennial
HDD
AFSA, C
February 1 to June 30/August 15
through November 15
North Carolina
AP -2
8
40
Perm ROW, Sury Corr
33.9
snag001
Fishing Creek
Perennial
HDD
AFSA,
WSIV,
NSW
February 15 to June 30
North Carolina
AP -2
8
17
Perm ROW, Sury Corr, Temp
ROW
11.8
ohIc001
Mush Island Gut
Pond
Pond
NA
NA
North Carolina
AP -2
8
40 (not labeled on sheet)
Perm ROW, Sury Corr
34.8
snag003
UNT to Fishing Creek
Intermittent
Not Crossed by
Centerline
C
NA
North Carolina
AP -2
8
17
Perm ROW, Sury Corr, Temp
ROW
11.9
shIc003
UNT to Mush Island Gut
Intermittent
Dam and Pump
C
NA
North Carolina
AP -2
8
40
Perm ROW, Sury Corr, Temp
ROW
34.8
snag002(F)
UNT to Fishing Creek
Intermittent
Dam and Pump
C
NA
North Carolina
AP -2
8
17
Perm ROW, Sury Corr, Temp
ROW
11.9
shIc004i
UNT to Mush Island Gut
Intermittent
Dam and Pump
C
NA
North Carolina
AP -2
8
41
Perm ROW, SuryCorr, Temp
ROW
35.1
snag004(F)
UNT to Fishing Creek
Intermittent
Dam and Pump
C
NA
North Carolina
AP -2
8
43 (not labeled on sheet)
Perm ROW, SuryCorr, Temp
ROW
37.0
isdna012
Black Swamp
Perennial
Open Cut
WS -IV,
NSW
NA
North Carolina
AP -2
8
18
Perm ROW, SUN Corr, Temp
ROW
12.4
shIc002
UNT to Mush Island Gut
Intermittent
Dam and Pump
C
NA
North Carolina
AP -2
8
45
Perm ROW, Survcorr, Temp
ROW
39.7
snab100
UNT to Swift Creek
Intermittent
Dam and Pump
C
NA
North Carolina
AP -2
8
18
Perm ROW, Sun/ Corr, Temp
ROW
12.4
shIc001
UNT to Mush Island Gut
Intermittent
Dam and Pump
C
NA
North Carolina
AP -2
8
45
Perm ROW, SuryCorr, Temp
ROW
39.9
snah001
UNT to Swift Creek
Intermittent
Dam and Pump
C
NA
North Carolina
AP -2
8
19
Perm ROW, Sun/ Corr, Temp
ROW
13.3
shlo003
Mush Island Gut
Intermittent
Dam and Pump
C
NA
North Carolina
AP -2
8
46 (not shown on sheet)
Temp ATWS
40.3
snah028
UNT to Swift Creek
Perennial
Not Crossed by
Centerline
C
NA
North Carolina
AP -2
8
20
Perm ROW, Sury Corr, Temp
ROW
13.6
shIf001
UNT to Roanoke River
Perennial
Dam and Pump
C
NA
North Carolina
AP -2
8
46
Perm ROW, Sury Corr, Temp
ATWS, Temp ROW
40.3
snah002
UNT to Swift Creek
Perennial
Dam and Pump
C
NA
North Carolina
AP -2
8
20
Perm ROW, Sury Corr, Temp
ROW
13.9
shIf002
UNT to Roanoke River
Intermittent
Dam and Pump
C
NA
North Carolina
AP -2
8
46
Perm ROW, Sury Corr
40.6
snah003
Swift Creek
Perennial
HDD
AFSA, C,
NSW
February 15 to June 30
North Carolina
AP -2
8
46
Perm ROW, Sury Corr, Temp
ROW
40.9
snah006
UNT to Flat Rock Branch
Perennial
Dam and Pump
C
NA
North Carolina
AP -2
8
20
Perm ROW, SUN Corr, Temp
ROW
14.0
shIf003
UNT to Roanoke River
Ephemeral
Dam and Pump
C
NA
North Carolina
AP -2
8
47
Perm ROW, SuryCorr, Temp
ROW
41.6
snah005
UNT to Flat Rock Branch
Perennial
Dam and Pump
C
NA
North Carolina
AP -2
8
20
Perm ROW, Sun/ Corr, Temp
ROW
14.1
shIh003
UNT to Roanoke River
Perennial
Dam and Pump
C
NA
North Carolina
AP -2
8
47
Perm ROW, SuryCorr, Temp
ROW
41.7
snah004
UNT to Flat Rock Branch
Perennial
Dam and Pump
C
NA
North Carolina
AP -2
8
20
Sury Corr, Temp ROW
14.1
shIh004
UNT to Roanoke Rlver
Perennial
Not Crossed by
Centerline
C
NA
North Carolina
AP -2
8
47
Perm ROW, Survcorr, Temp
ROW
42.0
snah029
UNT to Flat Rock Branch
Intermittent
Dam and Pump
C
NA
North Carolina
AP -2
8
21
Perm ROW, Sun/ Corr, Temp
ROW
14.4
shIp002
UNT to the Roanoke River
Perennial
Dam and Pump
C
NA
North Carolina
AP -2
8
48
Perm ROW, SuryCorr, Temp
ROW
42.1
snah025
UNT to Flat Rock Branch
Perennial
1) Flume 2) Open
Cut
C, NSW
NA
North Carolina
AP -2
8
21
Perm ROW, SUN Corr, Temp
ROW
14.7
nhd_nc_n_004
(stream not labeled?
UNT to the Roanoke River
Intermittent
1) Flume 2) Dam
and Pump
C
NA
North Carolina
AP -2
8
48
Perm ROW, Sury Corr, Temp
ROW
42.2
snah026
UNT to Flat Rock Branch
Perennial
1) Flume 2) Open
Cut
C
NA
North Carolina
AP -2
8
48
Perm ROW, Survcorr, Temp
ROW
42.8
snab103
UNT to Flat Rock Branch
Intermittent
Dam and Pump
C
NA
North Carolina
AP -2
8
21A
Perm ROW, Sury Corr, Temp
ROW
15.3
nhd_nc_n_003
(SHLF005?)
Little Quankey Creek
Perennial
1) Dam and
Pump 2) Flume
C
NA
North Carolina
AP -2
8
49?
Perm ROW, SuryCorr, Temp
ROW
43.7
NIA
Flat Rock Branch
Perennial
1) Flume 2) Open
Cut
C
NA
North Carolina
AP -2
8
21A
Perm ROW, Sury Corr, Temp
ROW
15.4
shIf004
UNT to Little Quankey Creek
Perennial
Not Crossed by
Centerline
C
NA
North Carolina
AP -2
8
50
Perm ROW, Sury Corr
44.0
snab104
UNT to Flat Rock Branch
Intermittent
Not Crossed by
Centerline
C
NA
North Carolina
AP -2
8
22? Do not see a stream
crossed here
Perm ROW, Sury Corr, Temp
ROW
15.7
isdha007
Little Quankey Creek
Perennial
Open Cut
C
May 15 to July 31
North Carolina
AP -2
8
50
Perm ROW, Sury Corr
44.4
snab105
UNT to Flat Rock Branch
Perennial
Not Crossed by
Centerline
C
NAPerm
North Carolina
AP -2
8
50
ROW, Sury Corr, Temp
ROW
44.4
snac001
Flat Rock Branch
Perennial
Open Cut
C, NSW
NA
North Carolina
AP -2
8
23
Perm ROW, Sun/ Corr, Temp
ROW
16.9
nhd_nc_a_004
(SHL0004?)
Quankey Creek
Perennial
Dam and Pump
C
NA
North Carolina
AP -2
8
50
Perm ROW, Survcorr, Temp
ROW
44.8
snag 012
Flat Rock Branch
Perennial
Open Cut
C, NSW
NA
North Carolina
AP -2
8
23
Perm ROW, SUN Corr, Temp
ROW
17.4
shIg005
UNT to Quankey Creek
Intermittent
Not Crossed by
Centerline
C
NA
North Carolina
AP -2
8
53
Perm ROW, SuryCorr, Temp
ROW
47.2
snah008
UNT to Pig Basket Creek
Perennial
Dam and Pump
C
NA
North Carolina
AP -2
8
24
Perm ROW, SuryCorr, Temp
ROW
18.1
shIg007
UNT to Marsh Swamp
Intermittent
Not Crossed by
Centerline
C
NA
North Carolina
AP -2
8
54 (does not cross)
Sury Corr, Temp ROW
47.6
onah005
Unnamed Pond
Pond
Pond
C
NA
North Carolina
AP -2
8
54
Perm ROW, SuryCorr, Temp
ROW
47.6
snah009
Pig Basket Creek
Perennial
1) Dam and
Pump 2) Flume
3) Open Cut
C, NSW
NA
North Carolina
AP -2
8
24
Perm ROW
18.2
shIg008
UNT to Marsh Swamp
Ephemeral
Not Crossed by
Centerline
C
NA
North Carolina
AP -2
8
repeated line?
Perm ROW, Sury Corr, Temp
ROW
18.2
shIg008
UNT to Marsh Swamp
Ephemeral
Not Crossed by
Centerline
C
NA
North Carolina
AP -2
8
54
Perm ROW, SuryCorr, Temp
ROW
47.6
snah010
UNT to Pig Basket Creek
Intermittent
1) Dam and
Pump 2) Open
Cut
C
NA
North Carolina
AP -2
8
repeated line?
Perm ROW, Sury Corr, Temp
ROW
18.2
shIg007
UNT to Marsh Swamp
Intermittent
Not Crossed by
Centerline
C
NA
North Carolina
AP -2
8
55
Perm ROW, SuryCorr, Temp
ROW
48.7
nhd_nc_k_005
(name?)
UNT to Stony Creek
Intermittent
Dam and Pump
C
NA
North Carolina
AP -2
8
24/25
Perm ROW, Temp CPY, Temp
ROW
18.5
shIg009
UNT to Marsh Swamp
Perennial
Dam and Pump
C
NA
North Carolina
AP -2
8
55
Perm Row, SuryCorr, Temp
ROW
48.7
nhd_nc_k_006
(name?)
Stony Creek
Perennial
Open Cut
C
NA
North Carolina
AP -2
8
cannot locate
Temp CPY
18.6
shlb050
UNT to Marsh Swamp
Perennial
Contractor Yard -
Temporary
Impact
C
NA
North Carolina
AP -2
8
55
Sury Corr, Temp ROW
49.2
snah016
UNT to Stony Creek
Perennial
Not Crossed by
Centerline
C
NA
North Carolina
AP -2
8
26
Perm ROW, Sury Corr, Temp
ROW
20.1
shIh008
Marsh Swamp
Perennial
Open Cut
C, Sw,
NSW
NA
North Carolina
AP -2
8
56
Perm ROW, Sury Corr, Temp
ROW
49.5
snah017
UNT to Stony Creek
Perennial
Dam and Pump
C
NA
North Carolina
AP -2
8
26
Perm ROW, Sury Corr, Temp
ROW
20.5
shIh007
UNT to Marsh Swamp
Intermittent
Dam and Pump
C
NA
North Carolina
AP -2
8
56
Perm ROW, SuryCorr, Temp
ROW
50.2
snag008
UNT to Stony Creek
Perennial
1) Dam and
Pump 2) Flume
C
NA
North Carolina
AP -2
8
56
Perm ROW, Sury Corr, Temp
ROW
50.2
snag007
UNT to Stony Creek
Perennial
Dam and Pump
C
NA
North Carolina
AP -2
8
27
Perm ROW, SUN Corr, Temp
ROW
21.0
shIh019
UNT to Marsh Swamp
Intermittent
Dam and Pump
C
NA
North Carolina
AP -2
8
56
Perm ROW, SuryCorr, Temp
ROW
50.2
snag008
UNT to Stony Creek
Perennial
Not Crossed by
Centerline
C
NA
North Carolina
AP -2
8
29
Perm ROW, Sun/ Corr, Temp
ROW
22.8
shIh016
UNT to Beaverdam Swamp
Intermittent
Dam and Pump
C
NA
North Carolina
AP -2
8
57
Sury Corr, Temp ROW
50.7
snag005
UNT to Stony Creek
Perennial
Not Crossed by
Centerline
C
NA
North Carolina
AP -2
8
29
Perm ROW, SUN Corr, Temp
ROW
23.1
shIh017
Beaverdam Swamp
Perennial
Open Cut
C, Sw,
NSW
NA
North Carolina
AP -2
8
57
Perm ROW, Sury Corr, Temp
ROW
50.8
snag005
UNT to Stony Creek
Perennial
1) Flume 2) Dam
and Pump
C
NA
North Carolina
AP -2
8
29
Perm ROW, Sun/ Corr, Temp
ROW
23.3
shIh018
UNT to Beaverdam Swamp
Intermittent
1) Flume 2) Dam
and Pump
C
NA
North Carolina
AP -2
8
58
Perm ROW, SuryCorr, Temp
ROW
51.5
snag009
UNT to Stony Creek
Perennial
1) Dam and
Pump 2) Flume
WSIV,
NSW
NA
SORTED B Y MILE POST
North Carolina
AP -2
8
29
Perm ROW, Sury Corr, Temp
ROW
23.6
shIa002
UNT to Beaverdam Swamp
Intermittent
1) Flume 2) Dam
and Pump
C
NA
North Carolina
AP -2
8
58
Perm ROW, SuryCorr, Temp
ROW
51.6
snag010
UNT to Stony Creek
Perennial
Dam and Pump
C
NA
North Carolina
AP -2
8
58
Perm AR
52.0
onag002
UNT to Sapony Creek
Pond
Pond
C
NA
North Carolina
AP -2
8
30
Perm ROW, Sury Corr, Temp
ROW
24.0
shIg012
UNT to Beaverdam Swamp
Perennial
1) Flume 2) Dam
and Pump
C
NA
North Carolina
AP -2
8
59
Perm ROW, Survcorr, Temp
ROW
53.3
snah021
UNT to Sapony Creek
Perennial
Open Cut
C
NA
North Carolina
AP -2
8
31
Perm ROW, SUN Corr, Temp
ROW
25.0
shlb100
UNT to Beaverdam Creek
Intermittent
Dam and Pump
C
NA
North Carolina
AP -2
8
60 (not labeled on sheet)
Perm ROW, SuryCorr, Temp
ROW
54.0
ncwg011
Little Sapony Creek
Perennial
Open Cut
WS -IV,
NSW
NA
North Carolina
AP -2
8
32
Perm ROW, Sury Corr, Temp
ROW
26.6
shIh009
UNT to Burnt Coat Swamp
Perennial
Open Cut
C, Sw,
NSW
NA
North Carolina
AP -2
8
61
Perm ROW, Sury Corr, Temp
ROW
54.9
snah020
UNT to Sapony Creek
Perennial
Dam and Pump
C
NA
North Carolina
AP -2
8
33
Perm ROW, Sury Corr, Temp
ROW
26.9
shIh010
UNT to Burnt Coat Swamp
Intermittent
Dam and Pump
C
NA
North Carolina
AP -2
8
62
Perm ROW, SuryCorr, Temp
ROW
56.1
snah023
UNT to Sapony Creek
Perennial
Dam and Pump
C
NA
North Carolina
AP -2
8
33
Perm ROW, SUN Corr, Temp
ROW
27.4
shIh011
Jacket Swamp
Perennial
Open Cut
C
NA
North Carolina
AP -2
8
62
Perm ROW, SuryCorr, Temp
ROW
56.3
snah024
Sapony Creek
Perennial
Open Cut
WSIV,
NSW
NA
North Carolina
AP -2
8
63
Perm ROW, Sury Corr, Temp
ROW
56.6
snah022
UNT to Sapony Creek
Perennial
1) Flume 2) Open
Cut
C
NA
North Carolina
AP -2
8
34
Perm ROW, Sun/ Corr, Temp
ROW
27.7
shIh012
UNT to Jacket Swamp
Intermittent
1) Flume 2) Open
Cut
C
NA
North Carolina
AP -2
8
63
Perm ROW, Sury Corr, Temp
ROW
57.0
snah019
UNT to Sapony Creek
Intermittent
1) Flume 2) Open
Cut
C
NA
North Carolina
AP -2
8
36
Perm ROW, SUN Corr, Temp
ROW
29.8
shIa001
Breeches Swamp
Perennial
1) Flume 2) Open
Cut
C, Sw,
NSW
NA
North Carolina
AP -2
8
65
Perm ROW, SuryCorr, Temp
ROW
58.8
snap004
UNT to Tar River
Perennial
Dam and Pump
C
NA
North Carolina
AP -2
8
36
Perm ROW, Sury Corr, Temp
ROW
30.6
shIh015
UNT to Rocky Swamp
Intermittent
Not Crossed by
Centerline
C
NA
GENERAL NOTES AND COMMENTS:
SYM.
DATE
BY
REVISION INFORMATION
PROJECT/TASK
APP.
rrlE,
+�wA <' -,
S
� ' r '
2��G� -
G�
'i [J� �`
J/Olt A �} t r+ �+
DRAWN:
CM 09/21/2017
- -
LLL
LICENSE #F-1223
ERM NC, INC.
15720 6RLX1IAM HILL AVENUE, SUITE 120
cnARLOTTE, oCErrH CAROLINA 28277 4) 541-8345
Atlantic Coast Pipeline, LLC-
925 White Oaks Blvd. Bridgeport, West Virginia 26330 / 681-842-8000
CHECKED:
SL08/02/2017
APP. FOR BID:
TITLE:
ATLANTIC COAST PIPELINE
LIST OF IMPACTED WATERBODIES IN NC
APP. FOR CONST.:
1Q
09/21/17
08/01/17
CM
EB
ISSUED IN RESPONSE to NCDEQ COMMENTS RECIEVED SEPTEMBER 15, 2017
ISSUED IN RESPONSE to NCDEQ COMMENTS
ti
DISTRICT: COUNTY' STAT�kJ(;
DIR/FILEACP\North Carolina\Details\Waterbody List
GROUP
DWG. NO.
1 OF 11
REV.
0
0
SCALE: AS NOTED

GENERAL NOTES AND COMMENTS:
State/Commonwealth or
State
Project
Waterbody
Construction
Federal Time of Year
State
Spread
Alignment Sheet
Facilities Crossed
Milepost
Unique ID
Feature
Reg
Segment
-Name
Regime
Method
Restrictions (work limited
Class
between dates listed)
Perm ROW, Sury Corr, Temp
North Carolina
AP -2
9
66
ROW
59.1
snap003
UNT to Tar Riker
Intermittent
Dam and Pump
C
NA
North Carolina
AP -2
9
66
Perm ROW, Sury Corr
59.1
snap002
UNT to Tar River
Intermittent
Dam and Pump
C
NA
North Carolina
AP -2
9
82
ROW
75.8
swip009
UNT to Buckhorn Branch
Intermittent
Centerline
ASFA,
NA
Perm ROW, Sury Corr, Temp
WSIV,
North Carolina
AP -2
9
66
Perm ROW, Sury Corr
59.4
snao011
Tar River
Perennial
HDD
NSW
February 15 to June 30
Perm GB, Perm ROW, Sury Corr,
North Carolina
AP -2
9
67
Temp GB, Temp ROW
60.4
snao009
UNT to Tar River
Ephemeral
Dam and Pump
C
NA
Perm ROW, SuryCorr, Temp
1) Dam and
North Carolina
AP -2
9
68 (after mile marker 62)
ROW
61.9
snao008
UNT to Toisnot Swamp
Ephemeral
Dam and Pump
C
NA
North Carolina
AP -2
9
69
Perm ROW, Sury Corr
62.7
snao007
UNT to Toisnot Swamp
Intermittent
Dam and Pump
C
NA
North Carolina
AP -2
9
85
Perm ROW, SuryCorr, Temp
79.3
sjob103
UNT to Little Buffalo Creek
Perennial
Centerline
WSIII,
NA
North Carolina
AP -2
9
69 (not labeled)
ROW
62.8
onao003
Toisnot Swamp
Pond
Open Cut
NSW
NA
North Carolina
AP -2
9
85
ROW
79.3
sjob103
UNT to Little Buffalo Creek
Perennial
Pump 2) Flume
WSIII,
NA
North Carolina
AP -2
9
69 (not labeled)
Perm ROW, Sury Corr
62.9
onao002
Toisnot Swamp
Pond
Open Cut
NSW
NA
North Carolina
AP -2
9
86
Perm ROW, Sury Corr, Temp
79.5
sjob104
Little Buffalo Creek
Perennial
Open Cut
C, NSW
NA
North Carolina
AP -2
9
69
ROW
63.0
snao006
UNT to Toisnot Swamp
Ephemeral
Dam and Pump
C
NA
Perm ROW, SuryCorr, Temp
Pump 2) Open
North Carolina
AP -2
9
70
ROW
63.3
snao005
UNTto Beaverdam Creek
Ephemeral
Dam and Pump
C
NA
Perm ROW, SuryCorr, Temp
North Carolina
AP -2
9
70
ROW
63.3
snao004
UNTto Beaverdam Creek
Intermittent
Dam and Pump
C
NA
North Carolina
AP -2
9
88
Perm ROW, SuryCorr, Temp
82.5
sjoe001
UNT to Little River
Intermittent
HDD
C
NA
North Carolina
AP -2
9
70
ROW
63.5
snao003
UNTto Beaverdam Creek
Ephemeral
Dam and Pump
C
NA
Perm ROW, SuryCorr, Temp
WSV,
15 to May 31/August 15 to
North Carolina
AP -2
9
71
ROW
64.5
snao002
UNTto Bloomers Swamp
Ephemeral
Dam and Pump
C
NA
North Carolina
AP -2
9
71
SuryCorr, Temp ROW
64.6
onao001
Unnamed Pond
Pond
Pond
NA
NA
Perm ROW, SuryCorr, Temp
1) Dam and
North Carolina
AP -2
9
72 (not shown on sheet)
ROW
65.1
snah030
UNT to Bloomery Swamp
Perennial
Dam and Pump
C
NA
Perm ROW, SuryCorr, Temp
1) Dam and
North Carolina
AP -2
9
72 (not shown on sheet)
ROW
65.2
snah031
UNT to Bloomery Swamp
Perennial
Dam and Pump
C
NA
Perm ROW, SuryCorr, Temp
1) Dam and
North Carolina
AP -2
9
72
ROW
65.6
snao001
UNT to Juniper Creek
Ephemeral
Dam and Pump
C
NA
North Carolina
AP -2
9
90
Perm ROW, SuryCorr, Temp
84.6
sjop001
Big Branch
Intermittent
Cut
C, NSW
NA
North Carolina
AP -2
9
72
ROW
66.1
swio015
UNT to Juniper Creek
Perennial
Dam and Pump
C
NA
North Carolina
AP -2
9
90 ?
Perm ROW, SuryCorr, Temp
84.6
sjoo014
UT to Big Branch
Ephemeral
Centerline
C
NA
North Carolina
AP -2
9
73
ROW
66.3
swio016
UNT to Juniper Creek
Intermittent
Dam and Pump
C
NA
North Carolina
AP -2
9
90
Perm ROW, SuryCorr, Temp
84.6
sjop002
UNT to Big Branch
Intermittent
Centerline
C, NSW
NA
North Carolina
AP -2
9
73 ?
ROW
66.9
nhd_nc_k_007 ?
Millstone Creek
Perennial
Open Cut
C
NA
Perm ROW, Sury Corr, Temp
Not Crossed by
North Carolina
AP -2
9
73
ROW
66.9
nhd_nc_k_008 ?
UNT to Millstone Creek
Intermittent
Centerline
C
NA
Perm ROW, Sury Corr, Temp
1) Dam and
March 15 to May 31/August 15
North Carolina
AP -2
9
92
Perm ROW, Sury Corr, Temp
86.5
sjoo004
Little Creek
Perennial
Pump 2) Open
C, NSW
to September 30
North Carolina
AP -2
9
74
ROW
67.7
swio001
UNTto Millstone Creek
Intermittent
Cut
C
NA
North Carolina
AP -2
9
93
ROW
87.3
sjoo005
UNT to Moccasin Creek
Intermittent
1) Dam and
C
NA
Perm ROW, Sury Corr, Temp
Pump 2) Open
North Carolina
AP -2
9
74
ROW
67.8
swio002
UNTto Millstone Creek
Perennial
Cut
C
NA
Perm ROW, SuryCorr, Temp
1) Dam and
North Carolina
AP -2
9
75
ROW
68.3
swio003
UNT to Marsh Swamp
Intermittent
Dam and Pump
C
NA
Perm ROW, SuryCorr, Temp
North Carolina
AP -2
9
75
ROW
69.1
swio004
UNT to Marsh Swamp
Perennial
Dam and Pump
C
NA
1) Dam and
Perm ROW, Sury Corr, Temp
Pump 2) Open
North Carolina
AP -2
9
76
ROW
69.3
swio005
UNT to Marsh Swamp
Perennial
Cut
C
NA
North Carolina
AP -2
9
98
Perm ROW, SuryCorr, Temp
92.1
sjop010
Bawdy Swamp
Perennial
crossing)
C, NSW
NA
North Carolina
AP -2
9
76
ROW
69.5
swio006
UNT to Marsh Swamp
Intermittent
Dam and Pump
C
NA
North Carolina
AP -2
9
100
Perm ROW, SuryCorr, Temp
93.6
sjop015
UNT to Mill Branch
Intermittent
Dam and Pump
C
NA
North Carolina
AP -2
9
76
ROW
69.7
swio007
Marsh Swamp
Perennial
Open Cut
C, NSW
NA
North Carolina
AP -2
9
102
Perm ROW, Sury Corr, Temp
95.1
sjob011
UNT to Neuse River
Intermittent
Dam and Pump
C
NA
North Carolina
AP -2
9
77
ROW
70.4
swio009
UNT to Marsh Swamp
Perennial
Dam and Pump
C
NA
North Carolina
AP -2
9
102
Perm ROW, SuryCorr, Temp
95.3
sjop018
UNT to Polecat Branch
Intermittent
Centerline
C
NA
North Carolina
AP -2
9
77
ROW
70.5
swio008
UNT to Marsh Swamp
Perennial
Dam and Pump
C
NA
North Carolina
AP -2
9
102
Perm ROW, SuryCorr, Temp
95.8
sjob010
UNT to Polecat Branch
Intermittent
Centerline
C
NA
North Carolina
AP -2
9
77
ROW
70.9
swio013
UNT to Marsh Swamp
Perennial
Open Cut
C
NA
North Carolina
AP -2
9
103
ROW
96.3
sjob009
UNT to Polecat Branch
Perennial
1) Dam and
C
NA
Perm ROW, Sury Corr, Temp
Pump 2) Flume
North Carolina
AP -2
9
77
ROW
71.0
swio011
UNT to Marsh Swamp
Perennial
3) Open Cut
C
NA
North Carolina
AP -2
9
103
Temp CPY
96.4
sjob109
UNT to Polecat Branch
Intermittent
1) Dam and
C
NA
Perm ROW, Sury Corr, Temp
Pump 2) Open
North Carolina
AP -2
9
77
ROW
71.0
swio012
UNT to Marsh Swamp
Intermittent
Cut
C
NA
Perm ROW, SuryCorr, Temp
1) Dam and
North Carolina
AP -2
9
cannot locate
ROW
72.2
swip001
UNT to Contentnea Creek
Ephemeral
Dam and Pump
C
NA
Perm ROW, SuryCorr, Temp
Not Crossed by
North Carolina
AP -2
9
78A/79
ROW
72.3
swic001
UNT to Contentnea Creek
Intermittent
Dam and Pump
C
NA
Perm ROW, SuryCorr, Temp
1) Dam and
Unclassifi
North Carolina
AP -2
9
79 cannot locate
ROW
72.5
dwic001
UNT to Contentnea Creek
Canal/Ditch
Dam and Pump
ed
NA
Perm ROW, SuryCorr, Temp
AFSA,
North Carolina
AP -2
9
79
ROW
73.1
swib100
UNT to Contentnea Creek
Perennial
Dam and Pump
C
NA
North Carolina
AP -2
9
105
Perm ROW, SuryCorr, Temp
98.5
sjob105
Neuse River
Perennial
Cofferdam
NSW
July 31
North Carolina
AP -2
9
79
ROW
73.3
swib100
UNT to Contentnea Creek
Perennial
Dam and Pump
C
NA
North Carolina
AP -2
9
105 ? Not shown on sheet
Perm ROW, SuryCorr, Temp
98.6
nhd_nc_k_009
UNT to Neuse River
Intermittent
Dam and Pump
C
NA
North Carolina
AP -2
9
80
ATWS, Temp ROW
73.4
swib100
UNT to Contentnea Creek
Perennial
Dam and Pump
C
NA
North Carolina
AP -2
9
105 ? Not shown on sheet
ROW
98.7
nhd nc k 010
Unnamed Pond
Pond
Pond
AFSA,
NA
North Carolina
AP -2
9
105 ? Not shown on sheet
Perm AR
98.8
sjob007
UNT to Neuse River
Intermittent
Perm AR
WSV,
NA
North Carolina
AP -2
9
80
Perm ROW, Sury Corr
73.6
swic002
Contentnea Creek
Perennial
HDD
NSW
February 15 to June 30
North Carolina
AP -2
9
105 ? Not shown on sheet
ROW
98.8
nhd_nc_k_011
UNT to Neuse River
Intermittent
Not Crossed by
C
NA
North Carolina
AP -2
9
80
Sury Corr, Temp ATWS
73.8
swic003
UNT to Contentnea Creek
Ephemeral
Centerline
C
NA
North Carolina
AP -2
9
105 ? Not shown on sheet
ROW
98.8
nhd_nc_k_011
UNT to Neuse River
Intermittent
Not Crossed by
C
NA
North Carolina
AP -2
9
80
SuryCorr, Temp ROW
73.9
swip008
UNT to Contentnea Creek
Intermittent
Centerline
C
NA
North Carolina
AP -2
9
105 ? Not shown on sheet
Perm ROW, SuryCorr, Temp
98.9
nhd nc k 011
UNT to Neuse River
Intermittent
Centerline
C
NA
North Carolina
AP -2
9
80
ROW
74.1
swip006
UNT to Contentnea Creek
Intermittent
Dam and Pump
C
NA
North Carolina
AP -2
9
81 (does not cross)
Perm AR
74.4
swio017
UNT to Buckhom Branch
Ephemeral
Perm AR
C
NA
North Carolina
AP -2
9
81 (does not cross)
Perm AR
74.4
swio017
UNT to Buckhom Branch
Ephemeral
Perm AR
C
NA
Perm ROW, Sury Corr, Temp
after mile
North Carolina
AP -2
9
81
ROW
74.6
swip002
UNTto Buckhom Branch
Ephemeral
Dam and Pump
C
NA
North Carolina
AP -2
9
106
ROW
100)
djod001
UNT to Neuse River
Canal/Ditch
1) Dam and
ed
NA
Perm ROW, Sury Corr, Temp
Pump 2) Open
North Carolina
AP -2
9
81
ROW
74.9
swip003
UNTto Buckhom Branch
Ephemeral
Cut
C
NA
GENERAL NOTES AND COMMENTS:
SYM. DATE BY REVISION INFORMATION PROJECT/TASK APP. I II; r,
GAR
251947
meq;
09/21/17 CM ISSUED IN RESPONSE to NCDEQ COMMENTS RECIEVED SEPTEMBER 15, 2017 �� IJj, 1 6
08/01/17 1 EB I ISSUED IN RESPONSE to NCDEQ COMMENTS
DRAWN:
CM 09/21/2017
CHECKED:
SL 08/02/2017
APP. FORBID:
APP. FOR CONST.:
LICENSE #k-1223
ERM NC, INC.
15720 ERLYI IAM HILL AVENUE, SUITE 120
Q-IARLOTTE, NCE I'H CAROLINA 28277
[phone]
SCALE: AS NOTED
Atlantic Coast Pipeline, LLC
925 White Oaks Blvd. Bridgeport, West Virginia 26330 / 681-842-8000
TITLE: ATLANTIC COAST PIPELINE
LIST OF IMPACTED WATERBODIES IN NC
DISTRICT: COUNTY. STATENC GROUP DWG. NO. REV.
DIR/F/LEACP\North Carolina\Details\Waterbody List 2 OF 11 0
State/Commonwealth or
State
Project
Waterbody
Construction
Federal Time of Year
State
Spread
Alignment Sheet
Facilities Crossed
Milepost
Unique ID
Feature_IVame
Reg
Segment
Regime
Method
Restrictions (work limited
Class
between dates listed)
Perm ROW, Sury Corr, Temp
North Carolina
AP -2
9
82
ROW
75.8
swip017
UNT to Buckhorn Branch
Perennial
Dam and Pump
C
NA
Perm ROW, Sury Corr, Temp
Not Crossed by
North Carolina
AP -2
9
82
ROW
75.8
swip009
UNT to Buckhorn Branch
Intermittent
Centerline
C
NA
Perm ROW, Sury Corr, Temp
North Carolina
AP -2
9
85
ROW
78.9
sjob101
UNT to Little Buffalo Creek
Ephemeral
Dam and Pump
C
NA
Perm ROW, Sury Corr, Temp
North Carolina
AP -2
9
85
ROW
78.9
sjob102
UNT to Little Buffalo Creek
Ephemeral
Dam and Pump
C
NA
Perm ROW, Sury Corr, Temp
1) Dam and
North Carolina
AP -2
9
85
ROW
79.2
sjob103
UNT to Little Buffalo Creek
Perennial
Pump 2) Flume
C
NA
Not Crossed by
North Carolina
AP -2
9
85
Perm GB, Temp GB
79.3
sjob103
UNT to Little Buffalo Creek
Perennial
Centerline
C
NA
Perm ROW, Sury Corr, Temp
1) Dam and
North Carolina
AP -2
9
85
ROW
79.3
sjob103
UNT to Little Buffalo Creek
Perennial
Pump 2) Flume
C
NA
Perm ROW, Sury Corr, Temp
North Carolina
AP -2
9
86
ROW
79.5
sjob104
Little Buffalo Creek
Perennial
Open Cut
C, NSW
NA
1) Dam and
Perm ROW, Sury Corr, Temp
Pump 2) Open
North Carolina
AP -2
9
87
ROW
81.0
sjop013
UNT to Little River
Intermittent
Cut
C
NA
Perm ROW, Sury Corr, Temp
North Carolina
AP -2
9
88
ROW
82.0
sjop003
UNT to Little River
Intermittent
Dam and Pump
C
NA
North Carolina
AP -2
9
88
Perm ROW, Sury Corr
82.5
sjoe001
UNT to Little River
Intermittent
HDD
C
NA
AFSA,
February 15 to June 30/March
WSV,
15 to May 31/August 15 to
North Carolina
AP -2
9
88
Perm ROW, Sury Corr
82.5
sjoe002
Little River
Perennial
HDD
NSW
September 30
North Carolina
AP -2
9
88
Perm ROW, Sury Corr
82.6
sjoe004
UNT to Little River
Intermittent
HDD
C
NA
Perm ROW, Sury Corr, Temp
1) Dam and
North Carolina
AP -2
9
89
ROW
83.4
sjoe005
UNT to Buffalo Creek
Perennial
Pump 2) Flume
C
NA
Perm ROW, Sury Corr, Temp
1) Dam and
North Carolina
AP -2
9
89
ROW
83.5
sjoe006
UNT to Buffalo Creek
Intermittent
Pump 2) Flume
C
NA
1) Dam and
Perm ROW, Sury Corr, Temp
Pump 2) Open
North Carolina
AP -2
9
90
ROW
84.6
sjop001
Big Branch
Intermittent
Cut
C, NSW
NA
Not Crossed by
North Carolina
AP -2
9
90 ?
Perm GB
84.6
sjoo014
UT to Big Branch
Ephemeral
Centerline
C
NA
Not Crossed by
North Carolina
AP -2
9
90
Perm GB, Temp GB
84.6
sjop002
UNT to Big Branch
Intermittent
Centerline
C, NSW
NA
1) Dam and
Perm ROW, Sury Corr, Temp
Pump 2) Open
North Carolina
AP -2
9
92
ROW
85.9
sjoo003
UNT to Little Creek
Perennial
Cut
C
NA
Perm ROW, Sury Corr, Temp
March 15 to May 31/August 15
North Carolina
AP -2
9
92
ROW
86.5
sjoo004
Little Creek
Perennial
Open Cut
C, NSW
to September 30
Perm ROW, Sury Corr, Temp
North Carolina
AP -2
9
93
ROW
87.3
sjoo005
UNT to Moccasin Creek
Intermittent
Dam and Pump
C
NA
Perm ROW, Sury Corr, Temp
North Carolina
AP -2
9
95
ROW
88.9
sjop005
UNT to Moccasin Creek
Intermittent
Dam and Pump
C
NA
Perm ROW, Sury Corr, Temp
1) Dam and
North Carolina
AP -2
9
96
ROW
89.7
sjop007
Moccasin Creek
Perennial
Pump 2) Flume
C, NSW
NA
Perm ROW, Sury Corr, Temp
North Carolina
AP -2
9
97
ROW
91.2
sjop008
UNT to Bawdy Swamp
Intermittent
Dam and Pump
C
NA
Conventional
Bore (with US70
Perm ROW, Sury Corr, Temp
Business
North Carolina
AP -2
9
98
ROW
92.1
sjop010
Bawdy Swamp
Perennial
crossing)
C, NSW
NA
Perm ROW, Sury Corr, Temp
North Carolina
AP -2
9
100
ROW
93.6
sjop015
UNT to Mill Branch
Intermittent
Dam and Pump
C
NA
Perm ROW, Sury Corr, Temp
North Carolina
AP -2
9
102
ROW
95.1
sjob011
UNT to Neuse River
Intermittent
Dam and Pump
C
NA
Perm ROW, Sury Corr, Temp
Not Crossed by
North Carolina
AP -2
9
102
ROW
95.3
sjop018
UNT to Polecat Branch
Intermittent
Centerline
C
NA
Not Crossed by
North Carolina
AP -2
9
102
Sury Corr, Temp ROW
95.8
sjob010
UNT to Polecat Branch
Intermittent
Centerline
C
NA
Perm ROW, Sury Corr, Temp
North Carolina
AP -2
9
103
ROW
96.3
sjob009
UNT to Polecat Branch
Perennial
Dam and Pump
C
NA
Contractor Yard -
Temporary
North Carolina
AP -2
9
103
Temp CPY
96.4
sjob109
UNT to Polecat Branch
Intermittent
Impact
C
NA
Perm AR, Perm ROW, Sury Corr,
North Carolina
AP -2
9
104
Temp ROW
97.5
sjo0008
Polecat Branch
Perennial
Open Cut
C
NA
Perm AR, Perm ROW, Sury Corr,
1) Dam and
North Carolina
AP -2
9
104A
Temp ROW
97.7
sjo0009
UNT to Polecat Branch
Intermittent
Pump 2) Flume
C
NA
Not Crossed by
North Carolina
AP -2
9
104A ?
Sury Corr, Temp ROW
98.2
nhd_nc_n_008
UNT to Neuse River
Intermittent
Centerline
C
NA
Perm ROW, Sury Corr, Temp
1) Dam and
North Carolina
AP -2
9
104A
ROW
98.2
sjoo010
UNT to Neuse River
Perennial
Pump 2) Flume
C
NA
AFSA,
Perm ROW, Sury Corr, Temp
WSV,
February 1 to June 30/May 15 to
North Carolina
AP -2
9
105
ROW
98.5
sjob105
Neuse River
Perennial
Cofferdam
NSW
July 31
Perm ROW, Sury Corr, Temp
North Carolina
AP -2
9
105 ? Not shown on sheet
ROW
98.6
nhd_nc_k_009
UNT to Neuse River
Intermittent
Dam and Pump
C
NA
Perm ROW, Sury Corr, Temp
North Carolina
AP -2
9
105 ? Not shown on sheet
ROW
98.7
nhd nc k 010
Unnamed Pond
Pond
Pond
C
NA
North Carolina
AP -2
9
105 ? Not shown on sheet
Perm AR
98.8
sjob007
UNT to Neuse River
Intermittent
Perm AR
C
NA
Perm ROW, Sury Corr, Temp
North Carolina
AP -2
9
105 ? Not shown on sheet
ROW
98.8
nhd_nc_k_011
UNT to Neuse River
Intermittent
Dam and Pump
C
NA
Perm ROW, Sury Corr, Temp
North Carolina
AP -2
9
105 ? Not shown on sheet
ROW
98.8
nhd_nc_k_011
UNT to Neuse River
Intermittent
Dam and Pump
C
NA
Perm ROW, Sury Corr, Temp
Not Crossed by
North Carolina
AP -2
9
105 ? Not shown on sheet
ROW
98.9
nhd nc k 011
UNT to Neuse River
Intermittent
Centerline
C
NA
99.6967
(this is
located
after mile
Perm ROW, Sury Corr, Temp
marker
Unclassifi
North Carolina
AP -2
9
106
ROW
100)
djod001
UNT to Neuse River
Canal/Ditch
Flume
ed
NA
SYM. DATE BY REVISION INFORMATION PROJECT/TASK APP. I II; r,
GAR
251947
meq;
09/21/17 CM ISSUED IN RESPONSE to NCDEQ COMMENTS RECIEVED SEPTEMBER 15, 2017 �� IJj, 1 6
08/01/17 1 EB I ISSUED IN RESPONSE to NCDEQ COMMENTS
DRAWN:
CM 09/21/2017
CHECKED:
SL 08/02/2017
APP. FORBID:
APP. FOR CONST.:
LICENSE #k-1223
ERM NC, INC.
15720 ERLYI IAM HILL AVENUE, SUITE 120
Q-IARLOTTE, NCE I'H CAROLINA 28277
[phone]
SCALE: AS NOTED
Atlantic Coast Pipeline, LLC
925 White Oaks Blvd. Bridgeport, West Virginia 26330 / 681-842-8000
TITLE: ATLANTIC COAST PIPELINE
LIST OF IMPACTED WATERBODIES IN NC
DISTRICT: COUNTY. STATENC GROUP DWG. NO. REV.
DIR/F/LEACP\North Carolina\Details\Waterbody List 2 OF 11 0

GENERAL NOTES AND COMMENTS:
SYM. I DATE I BY I REVISION INFORMATION
09/21/17 1 CM I ISSUED IN RESPONSE to NCDEQ COMMENTS RECIEVED SEPTEMBER 15, 2017
08/01/17 1 EB I ISSUED IN RESPONSE to NCDEQ COMMENTS
State/Commonwealth or
State
Project
Waterbody
Construction
Federal Time of Year
State
Spread
Alignment Sheet
Facilities Crossed
Milepost
Unique ID
Feature
Reg
Segment
-Name
Regime
Method
Restrictions (work limited
Class
between dates listed)
Perm ROW, Sury Corr, Temp
1) Dam and
North Carolina
AP -2
9
cannot locate
ROW
101.3
isdjo001
Hannah Creek
Perennial
Open Cut
C
NA
North Carolina
AP -2
10
132
ROW
102.4359
scmc004
UNT to Black River
Intermittent
Cut
C
NA
Perm ROW, Sury Corr, Temp
(slightly
1) Dam and
North Carolina
AP -2
10
132
ROW
before
scmp007e
UNT to South River
Ephemeral
Pump 2) Flume
C
NA
mile
Not Crossed by
North Carolina
AP -2
10
132
Perm ROW, Sury Corr, Temp
marker
scmp007i
UNT to South River
Intermittent
Centerline
C
NA
North Carolina
AP -2
9
109
ROW
103)
sjob006
UNT to Hannah Creek
Intermittent
Dam and Pump
C
NA
Perm ROW, Sury Corr, Temp
102.8229
1) Flume 2) Dam
North Carolina
AP -2
10
133
ROW
(after mile
scmp008
UNT to Cape Fear River
Ephemeral
1) Dam and
C
NA
Perm ROW, Sury Corr, Temp
marker
Pump 2) Open
North Carolina
AP -2
9
109
ROW
103)
sjob005
UNT to Hannah Creek
Intermittent
Cut
C
NA
North Carolina
AP -2
10
133
Temp ROW
102.8277
scmp009
UNT to Cape Fear River
Perennial
Cut
C
NA
(after mile
1) Dam and
Perm ROW, Sury Corr, Temp
marker
Pump 2) Open
North Carolina
AP -2
9
109
ROW
103)
sjob004
UNT to Hannah Creek
Perennial
Cut
C
NA
Perm ROW, Sury Corr, Temp
103.928
North Carolina
AP -2
10
135
ROW
(located
scmp022
UNT to Cape Fear River
Intermittent
Dam and Pump
C
NA
AR -112 (can not find on
after mile
1) Dam and
North Carolina
AP -2
10
sheet)
Perm ROW, Sury Corr, Temp
marker
scmo041
UNT to Cape Fear Rlver
Perennial
Pump 2) Open
C
NA
North Carolina
AP -2
9
110
ROW
104)
sjob003
UNT to Hannah Creek
Perennial
Cut
C
NA
North Carolina
AP -2
10
sheet)
Perm AR
104.3828
scmo041
UNT to Cape Fear Rlver
Perennial
Perm AR
C
NA
Perm ROW, Sury Corr, Temp
17369035
North Carolina
AP -2
10
136
ROW
(located
scmc001
UNT to Cape Fear River
Perennial
Dam and Pump
C
NA
closer to
Not Crossed by
North Carolina
AP -2
10
136
Sury Corr, Temp ROW
mile
scmc002
UNT to Cape Fear River
Perennial
Centerline
C
NA
Perm ROW, Sury Corr, Temp
marker
1) Flume 2) Dam
North Carolina
AP -2
9
111
Sury Corr, Temp ROW
105)
ojoa004
Unnamed Pond
Pond
Pond
NA
NA
Perm ROW, Sury Corr, Temp
1) Dam and
North Carolina
AP -2
9
cannot locate
ROW
105.1
isdjo002
Whiteoak Branch
Perennial
Open Cut
C, NSW
NA
North Carolina
AP -2
10
137
Perm ROW, Sury Corr, Temp
130.1
scmc005
UNT to Cape Fear River
Intermittent
Cut
C
NA
North Carolina
AP -2
9
cannot locate
ROW
106.7
isdjo004
Stone Creek
Perennial
Open Cut
C, NSW
NA
Perm ROW, Sury Corr. Temp
C, NSW
North Carolina
AP -2
9
cannot locate
ROW
107.6
isdjo005
UNT to Johnson Swamp
Perennial
Open Cut
C
NA
North Carolina
AP -2
9
cannot locate
Sury Corr, Temp ROW
108.1
ojob100
UNP to Johnson Swamp
Pond
Pond
NA
NA
North Carolina
AP -2
10
138 (not shown on sheet)
Perm ROW, Sury Corr, Temp
131.6
scmbl02
UNT to Cape Fear River
Ephemeral
Centerline
C
NA
North Carolina
AP -2
9
117
ROW
110.5
sjop016
UNT to John K Swamp
Ephemeral
Open Cut
C
NA
North Carolina
AP -2
10
138
Perm ROW, Sury Corr, Temp
131.7
scmp003
UNT to Cape Fear River
Intermittent
Dam and Pump
C
NA
North Carolina
AP -2
9
120
ROW
113.1
sjoo007
Mill Branch
Intermittent
Dam and Pump
C, NSW
NA
North Carolina
AP -2
9
cannot locate
Perm AR
114.1
nhd_nc_m_001
UNT to Mill Creek
Intermittent
Perm AR
C
NA
121 (does not cross,
Perm ROW, Sury Corr, Temp
1) Flume 2) Dam
North Carolina
AP -2
9
cannot locate)
ROW
114.2
sjog001
UNT to Jumping Run
Perennial
and Pump
C
NA
Perm ROW, Sury Corr, Temp
North Carolina
AP -2
9
122
ROW
115.4
ssao003
UNT to Juniper Run
Ephemeral
Dam and Pump
C
NA
Perm ROW, Sury Corr, Temp
1) Dam and
North Carolina
AP -2
10
139
Perm ROW, Sury Corr, Temp
132.8
scmo037
UNT to Cape Fear River
Perennial
Pump 2) Open
C
NA
North Carolina
AP -2
9
124
ROW
116.9
ssao001
Little Juniper Run
Perennial
Cut
C, Sw
NA
North Carolina
AP -2
10
139
Sury Corr, Temp ROW
132.8
scmo037
UNT to Cape Fear River
Perennial
1) Dam and
C
NA
Perm ROW, Sury Corr, Temp
Pump 2) Flume
North Carolina
AP -2
9
124
ROW
117.2
ssap003
Juniper Run
Perennial
3) Open Cut
C, Sw
NA
North Carolina
AP -2
10
139
Perm MLR, Sury Corr
132.9
scmp037
UNT to Cape Fear River
Perennial
1) Dam and
C
NA
Perm ROW, Sury Corr, Temp
Pump 2) Open
North Carolina
AP -2
9
126
ROW
118.9
ssao007
Beaverdam Swamp
Perennial
Cut
C, Sw
NA
Perm ROW, Sury Corr, Temp
1) Dam and
North Carolina
AP -2
10
140
Perm ROW, Sury Corr, Temp
133.4
scmp039
UNT to Cape Fear River
Intermittent
Pump 2) Flume
C
NA
North Carolina
AP -2
9
126
ROW
119.7
ssaa001
Beaverdam Swamp
Perennial
3) Open Cut
C, Sw
NA
North Carolina
AP -2
10
140
ROW
133.8
scmp042
UNT to Cape Fear River
Intermittent
1) Dam and
C
NA
Perm ROW, Sury Corr, Temp
Pump 2) Open
North Carolina
AP -2
9
128
ROW
121.9
ssao004
UNT to Starlins Swamp
Intermittent
Cut
C
NA
Perm ROW, Sury Corr, Temp
1) Dam and
North Carolina
AP -2
9
129
ROW
121.9
osao002
Unnamed Pond
Pond
Pond
NA
NA
Perm ROW, Sury Corr, Temp
1) Dam and
North Carolina
AP -2
10
141
Perm ROW, Sury Corr, Temp
135.0
scmp100
UNT to Gum Log Canal
Intermittent
Pump 2) Open
C
NA
North Carolina
AP -2
9
129
ROW
122.2
ssao006
Starlins Swamp
Perennial
Cut
C, Sw
NA
North Carolina
AP -2
10
142
ROW
135.8
nhd_nc_f_013
Unnamed Pond
Pond
1) Dam and
NA
NA
Perm ROW, Sury Corr, Temp
Pump 2) Open
North Carolina
AP -2
9
129
ROW
122.3
ssao005
Starlins Swamp
Perennial
Cut
C, Sw
NA
North Carolina
AP -2
9
AR -111
Perm AR
122.5
ssag001
UNT to Mingo Swamp
Intermittent
Perm AR
C
NA
North Carolina
AP -2
9
AR -111
Perm AR
122.5
ssag001
UNT to Mingo Swamp
Intermittent
Perm AR
C
NA
North Carolina
AP -2
9
129
Perm AR
122.5
osag001
Unnamed Pond
Pond
Pond
NA
NA
North Carolina
AP -2
9
129
Perm AR
122.5
osag001
Unnamed Pond
Pond
Pond
NA
NA
North Carolina
AP -2
9
AR -112
Perm AR
123.0
scme001
UNT to Mingo Swamp
Perennial
Perm AR
C
NA
North Carolina
AP -2
9
AR -112
Perm AR
123.1
scmo014
UNT to Mingo Swamp
Perennial
Perm AR
C
NA
North Carolina
AP -2
9
AR -112
Perm AR
123.1
scmo014
UNT to Mingo Swamp
Perennial
Perm AR
C
NA
North Carolina
AP -2
9
AR -112
Perm AR
123.1
scmo014
UNT to Mingo Swamp
Perennial
Perm AR
C
NA
North Carolina
AP -2
9
AR -112
Perm AR
123.1
scmo014
UNT to Mingo Swamp
Perennial
Perm AR
C
NA
AR -112 (not called out on
Perm ROW, Sury Corr, Temp
North Carolina
AP -2
9
sheet)
Perm AR
123.1
scmo016
UNT to Mingo Swamp
Perennial
Perm AR
C
NA
GENERAL NOTES AND COMMENTS:
SYM. I DATE I BY I REVISION INFORMATION
09/21/17 1 CM I ISSUED IN RESPONSE to NCDEQ COMMENTS RECIEVED SEPTEMBER 15, 2017
08/01/17 1 EB I ISSUED IN RESPONSE to NCDEQ COMMENTS
PROJECT/TASK I APP.
DRAWN:
CM 09/21/2017
CHECKED:
SL 08/02/2017
APP. FORBID:
APP. FOR CONST.:
LICENSE #F-1223
ERM NC, INC.
15720 ERLYI IAM HILL AVENUE, SUITE 120
UJARLOTTE, NCE I'H CAROLINA 28277
[phone]
SCALE: AS NOTED
Atlantic Coast Pipeline, LLC
925 White Oaks Blvd. Bridgeport, West Virginia 26330 / 681-842-8000
TITLE: ATLANTIC COAST PIPELINE
LIST OF IMPACTED WATERBODIES IN NC
DISTRICT: COUNTY. STATENC GROUP DWG. NO. REV.
DIR/F/LEACP\North Carolina\Details\Waterbody List 3 OF 1 1 0
State/Commonwealth or
State
Project
Waterbody
Construction
Federal Time of Year
State
Spread
Alignment Sheet
Facilities Crossed
Milepost
Unique ID
Feature
Reg
Segment
-Name
Regime
Method
Restrictions (work limited
Class
between dates listed)
1) Dam and
Perm ROW, Sury Corr, Temp
Pump 2) Open
North Carolina
AP -2
10
132
ROW
125.2
scmc004
UNT to Black River
Intermittent
Cut
C
NA
Perm ROW, Sury Corr, Temp
1) Dam and
North Carolina
AP -2
10
132
ROW
125.8
scmp007e
UNT to South River
Ephemeral
Pump 2) Flume
C
NA
Not Crossed by
North Carolina
AP -2
10
132
Sury Corr, Temp ROW
125.8
scmp007i
UNT to South River
Intermittent
Centerline
C
NA
North Carolina
AP -2
10
133
Perm AR
126.7
scmp008
UNT to Cape Fear River
Ephemeral
Perm AR
C
NA
Perm ROW, Sury Corr, Temp
1) Flume 2) Dam
North Carolina
AP -2
10
133
ROW
126.7
scmp008
UNT to Cape Fear River
Ephemeral
and Pump
C
NA
1) Dam and
Perm AR, Perm ROW, Sury Corr,
Pump 2) Open
North Carolina
AP -2
10
133
Temp ROW
126.8
scmp009
UNT to Cape Fear River
Perennial
Cut
C
NA
1) Dam and
Perm ROW, Sury Corr, Temp
Pump 2) Open
North Carolina
AP -2
10
134
ROW
127.3
scmp010
UNT to Cape Fear River
Perennial
Cut
C
NA
Perm ROW, Sury Corr, Temp
North Carolina
AP -2
10
135
ROW
129.0
scmp022
UNT to Cape Fear River
Intermittent
Dam and Pump
C
NA
AR -112 (can not find on
North Carolina
AP -2
10
sheet)
Perm AR
129.2
scmo041
UNT to Cape Fear Rlver
Perennial
Perm AR
C
NA
ARA 12 (can not find on
North Carolina
AP -2
10
sheet)
Perm AR
129.2
scmo041
UNT to Cape Fear Rlver
Perennial
Perm AR
C
NA
Perm ROW, Sury Corr, Temp
North Carolina
AP -2
10
136
ROW
129.4
scmc001
UNT to Cape Fear River
Perennial
Dam and Pump
C
NA
Not Crossed by
North Carolina
AP -2
10
136
Sury Corr, Temp ROW
129.6
scmc002
UNT to Cape Fear River
Perennial
Centerline
C
NA
Perm ROW, Sury Corr, Temp
1) Flume 2) Dam
North Carolina
AP -2
10
136
ROW
129.7
scmc003
UNT to Cape Fear River
Ephemeral
and Pump
C
NA
1) Dam and
Perm ROW, Sury Corr, Temp
Pump 2) Open
North Carolina
AP -2
10
137
ROW
130.1
scmc005
UNT to Cape Fear River
Intermittent
Cut
C
NA
North Carolina
AP -2
10
cannot locate
Perm AR
131.1
scmp021
UNT to Cape Fear River
Intermittent
Perm AR
C
NA
Perm ROW, Sury Corr, Temp
North Carolina
AP -2
10
138
ROW
131.5
scmp005
UNT to Cape Fear River
Perennial
Dam and Pump
C
NA
Not Crossed by
North Carolina
AP -2
10
138 (not shown on sheet)
Sury Corr, Temp ROW
131.6
scmbl02
UNT to Cape Fear River
Ephemeral
Centerline
C
NA
Perm ROW, Sury Corr, Temp
North Carolina
AP -2
10
138
ROW
131.7
scmp003
UNT to Cape Fear River
Intermittent
Dam and Pump
C
NA
Perm ROW, Sury Corr, Temp
North Carolina
AP -2
10
128
ROW
131.7
scmp004
UNT to Cape Fear River
Intermittent
Dam and Pump
C
NA
Not Crossed by
North Carolina
AP -2
10
138
Sury Corr, Temp ROW
131.8
scmp002
UNT to Cape Fear River
Intermittent
Centerline
C
NA
Perm ROW, Sury Corr, Temp
North Carolina
AP -2
10
139
ROW
132.7
scmp001
UNT to Cape Fear River
Intermittent
Dam and Pump
C
NA
Perm ROW, Sury Corr, Temp
1) Dam and
North Carolina
AP -2
10
139
ROW
132.8
scmo037
UNT to Cape Fear River
Perennial
Pump 2) Flume
C
NA
Not Crossed by
North Carolina
AP -2
10
139
Sury Corr, Temp ROW
132.8
scmo037
UNT to Cape Fear River
Perennial
Centerline
C
NA
Perm ROW, Sury Corr, Temp
1) Dam and
North Carolina
AP -2
10
139
ROW
132.8
scmo037
UNT to Cape Fear River
Perennial
Pump 2) Flume
C
NA
North Carolina
AP -2
10
139
Perm MLR, Sury Corr
132.9
scmp037
UNT to Cape Fear River
Perennial
M&R Workspace
C
NA
Perm ROW, Sury Corr, Temp
1) Dam and
North Carolina
AP -2
10
140
ROW
133.2
scmp037
UNT to Cape Fear River
Perennial
Pump 2) Flume
C
NA
Perm ROW, Sury Corr, Temp
North Carolina
AP -2
10
140
ROW
133.4
scmp039
UNT to Cape Fear River
Intermittent
Dam and Pump
C
NA
Perm ROW, Sury Corr, Temp
1) Dam and
North Carolina
AP -2
10
140
ROW
133.8
scmp042
UNT to Cape Fear River
Intermittent
Pump 2) Flume
C
NA
Perm ROW, Sury Corr, Temp
North Carolina
AP -2
10
140
ROW
133.9
scmp041
UNT to Cape Fear River
Ephemeral
Dam and Pump
C
NA
Perm ROW, Sury Corr, Temp
1) Dam and
North Carolina
AP -2
10
140
ROW
134.2
scmp040
UNT to Cape Fear River
Perennial
Pump 2) Flume
C
NA
Perm ROW, Sury Corr, Temp
North Carolina
AP -2
10
141
ROW
135.0
scmp100
UNT to Gum Log Canal
Intermittent
Dam and Pump
C
NA
Perm ROW, Sury Corr, Temp
North Carolina
AP -2
10
142
ROW
135.8
nhd_nc_f_013
Unnamed Pond
Pond
Pond
NA
NA
Perm ROW, Sury Corr, Temp
1) Flume 2) Dam
North Carolina
AP -2
10
143
ROW
136.9
scmg001
UNTto Bakers Swamp
Perennial
and Pump
C
NA
Perm ROW, Sury Corr, Temp
1) Flume 2) Dam
North Carolina
AP -2
10
143
ROW
137.0
scmg003
UNTto Bakers Swamp
Perennial
and Pump
C
NA
Perm AR, Perm ROW, Sury Corr,
1) Flume 2) Dam
North Carolina
AP -2
10
144
Temp ROW
137.1
scmg004
UNTto Bakers Swamp
Perennial
and Pump
C
NA
Perm AR, Perm ROW, Sury Corr,
North Carolina
AP -2
10
144
Temp ROW
137.1
scmp058
UNT to Big Creek
Intermittent
Dam and Pump
C
NA
North Carolina
AP -2
10
146
NHD NC F 016
ocme020
North Carolina
AP -2
10
148
Temp CPY
141.6
(OCMR001?)
Unnamed Pond
Pond
Pond
NA
NA
Perm ROW, Sury Corr, Temp
North Carolina
AP -2
10
148
ROW
141.8
scmr005
UNT to Buck Creek
Intermittent
Dam and Pump
C
NA
Perm ROW, Sury Corr, Temp
North Carolina
AP -2
10
149
ROW
142.0
scmr006
UNT to Buck Creek
Ephemeral
Dam and Pump
C
NA
North Carolina
AP -2
10
149
NHD_NC_F_019
Perm ROW, Sury Corr, Temp
North Carolina
AP -2
10
149
ROW
142.7
scmo031
UNT to Sandy Creek
Ephemeral
Dam and Pump
C
NA
Perm ROW, Sury Corr, Temp
North Carolina
AP -2
10
149
ROW
142.8
scmo032
UNT to Sandy Creek
Ephemeral
Dam and Pump
C
NA
Not Crossed by
North Carolina
AP -2
10
149
Perm ROW, Sury Corr
142.8
scmo033
UNT to Sandy Creek
Ephemeral
Centerline
C
NA
PROJECT/TASK I APP.
DRAWN:
CM 09/21/2017
CHECKED:
SL 08/02/2017
APP. FORBID:
APP. FOR CONST.:
LICENSE #F-1223
ERM NC, INC.
15720 ERLYI IAM HILL AVENUE, SUITE 120
UJARLOTTE, NCE I'H CAROLINA 28277
[phone]
SCALE: AS NOTED
Atlantic Coast Pipeline, LLC
925 White Oaks Blvd. Bridgeport, West Virginia 26330 / 681-842-8000
TITLE: ATLANTIC COAST PIPELINE
LIST OF IMPACTED WATERBODIES IN NC
DISTRICT: COUNTY. STATENC GROUP DWG. NO. REV.
DIR/F/LEACP\North Carolina\Details\Waterbody List 3 OF 1 1 0

I GENERAL NOTES AND COMMENTS:
SYM. I DATE I BY
09/21/17 CM
08/01/17 EB
REVISION INFORMATION
ISSUED IN RESPONSE to NCDEQ COMMENTS RECIEVED SEPTEMBER 15, 2017
ISSUED IN RESPONSE to NCDEQ COMMENTS
State
Project
Spread Alignment Sheet
Segment
Facilities Crossed I Milepost I Unique ID
State State/Commonwealth or
Feature Name Reg
Waterbody Construction Federal Time of Year
Regime Method Class Restrictions (work limited
between dates listed)
AP -2
10
Atlantic Coast Pipeline, LLC
Perm ROW, SurvCorr, Temp
172.0
nhd_nc_f_042
UNT to Saddletree Swamp
Intermittent
1) Dam and
C
State/Commonwealth or
North Carolina
AP -2
10
162
ROW
155.1
(SCM0040)
UNT to Cape Fear River
Intermittent
Pump 2) Flume
State
NA
DISTRICT: COUNTY. STATENC
Project
DWG. NO.
Perm ROW, Sury Corr, Temp
4 OF 11
Waterbody
Construction
DIR/FILEACP\North Carolina\Details\Waterbody List
Federal Time of Year
State
AP -2
Spread
Alignment Sheet
Facilities Crossed
Milepost
Unique ID
Feature
Perennial
Pump 2) Flume
Reg
NA
Segment
Perm ROW, SurvCorr, Temp
-Name
Regime
Method
Restrictions (work limited
North Carolina
AP -2
10
cannot locate
ROW
156.4
scmp059
Longs Branch
Perennial
Pump 2) Flume
Class
NA
North Carolina
AP -2
10
163A
NHD NC F 043
Not Crossed by
between dates listed)
North Carolina
AP -2
10
163A
Perm ROW, Sury Corr, Temp
172.4
NHD_NC_F_044
UT to Saddletree Swamp
Ephemeral
Centerline
C
NA
North Carolina
AP -2
10
cannot locate
ROW
142.9
scmo034
UNT to Sandy Creek
Ephemeral
Dam and Pump
C
NA
North Carolina
AP -2
10
164
Perm ROW, SurvCorr, Temp
157.3
scmp049
UNT to Swans Creek
Perennial
1) Dam and
C
NA
North Carolina
AP -2
10
150
ROW
143.2
scmo035
Sandy Creek
Perennial
Pump 2) Flume
C
NA
North Carolina
AP -2
10
165
Perm ROW, Sury Corr, Temp
158.3
scmg002
UNT to Kirks Mill Creek
Intermittent
Dam and Pump
C
NA
North Carolina
AP -2
10
150
ROW
143.3
scmf002
UNT to Sandy Creek
Intermittent
Dam and Pump
C
NA
North Carolina
AP -2
10
165
Perm ROW, SurvCorr, Temp
158.3
scmg001
UNT to Kirks Mill Creek
Intermittent
Dam and Pump
C
NA
North Carolina
AP -2
10
150
ROW
143.4
scmf003
UNT to Sandy Creek
Intermittent
Dam and Pump
C
NA
North Carolina
AP -2
10
165
Perm ROW, SurvCorr, Temp
158.9
scme002
Kirks Mill Creek
Intermittent
Not Crossed by
WSIV
NA
North Carolina
AP -2
10
151
ROW
144.7
scmf001
UNT to Cedar Creek
Intermittent
Centerline
C
NA
North Carolina
AP -2
10
165
Perm ROW, Sury Corr, Temp
159.1
scmh001
Bumt Swamp
Intermittent
Dam and Pump
C
NA
North Carolina
AP -2
10
153
ROW
146.2
scmp043
UNT to Cedar Creek
Perennial
Dam and Pump
C
NA
North Carolina
AP -2
10
cannot locate
Perm ROW, SurvCorr, Temp
160.4
sroo001
Gallberry Swamp
Perennial
Centerline
C, Sw
NA
North Carolina
AP -2
10
153
ROW
146.5
scmo039
UNT to Cedar Creek
Intermittent
Dam and Pump
C
NA
North Carolina
AP -2
10
cannot locate
Perm ROW, SurvCorr, Temp
160.5
sroo001
Gallberry Swamp
Perennial
1) Dam and
C, Sw
NA
North Carolina
AP -2
10
153
ROW
146.6
scmo038
UNT to Cedar Creek
Perennial
Pump 2) Flume
C
NA
North Carolina
AP -2
10
187
Perm ROW, Sury Corr, Temp
181.1
sroh008
UNT to Little Marsh Swamp
Perennial
Pump 2) Flume
C, Sw
NA
North Carolina
AP -2
10
153
ROW
146.7
scmo020
UNT to Cedar Creek
Intermittent
Dam and Pump
C
NA
North Carolina
AP -2
10
187
Perm ROW, SurvCorr, Temp
181.3
sroh007
UNT to Moss Neck Swamp
Intermittent
Dam and Pump
C
NA
North Carolina
AP -2
10
153
ROW
147.0
scmo021
UNT to Cedar Creek
Ephemeral
Dam and Pump
C
NA
North Carolina
AP -2
10
187
Perm ROW, Sury Corr, Temp
181.6
sroe001
UNT to Little Bear Swamp
Intermittent
1) Dam and
C
NA
North Carolina
AP -2
10
153
ROW
147.0
scmo021
UNT to Cedar Creek
Ephemeral
Dam and Pump
C
NA
North Carolina
AP -2
10
187
Perm ROW, SurvCorr, Temp
181.6
sroh005
UNT to Bear Swamp
Perennial
Not Crossed by
C
NA
North Carolina
AP -2
10
153
ROW
147.1
scmo022
UNT to Cedar Creek
Ephemeral
Dam and Pump
C
NA
North Carolina
AP -2
10
188
Perm ROW, SurvCorr, Temp
181.7
sroh004
UNT to Bear Swamp
Intermittent
1) Dam and
C
NA
North Carolina
AP -2
10
157
ROW
150.3
scmp051
UNT to Big Alligator Swamp
Ephemeral
Dam and Pump
C
NA
North Carolina
AP -2
10
188
Perm ROW, SurvCorr, Temp
181.7
sroh003
UNT to Bear Swamp
Intermittent
Dam and Pump
C
NA
North Carolina
AP -2
10
cannot locate
ROW
150.4
scmp054
UNT to Big Alligator Swamp
Ephemeral
Dam and Pump
C
NA
North Carolina
AP -2
10
188
Perm ROW, SurvCorr, Temp
182.2
sroh002
UNT to Bear Swamp
Intermittent
1) Dam and
C
NA
North Carolina
AP -2
10
157
ROW
150.4
scmp052
UNT to Big Alligator Swamp
Perennial
Pump 2) Flume
C
NA
North Carolina
AP -2
10
188 and AR -116
Perm ROW, Sury Corr, Temp
182.3
sroh001
UNT to Bear Swamp
Perennial
Not Crossed by
C
NA
North Carolina
AP -2
10
157
Sury Corr, Temp ROW
150.4
scmp051
UNT to Big Alligator Swamp
Ephemeral
Centerline
C
NA
Perm ROW, SurvCorr, Temp
1) Flume 2) Dam
North Carolina
AP -2
10
cannot locate
ROW, Temp TS
150.8
nhd nc n 001
UNT to Big Alligator Swamp
Canal/Ditch
and Pump
C
NA
Perm ROW, SurvCorr, Temp
North Carolina
AP -2
10
158
ROW
151.1
scmp056
UNT to Big Alligator Swamp
Intermittent
Dam and Pump
C
NA
North Carolina
AP -2
10
158
NHD_NC_F_031
Perm ROW, SurvCorr, Temp
1) Dam and
North Carolina
AP -2
10
159
ROW
151.6
scmo028
UNt to Hair Canal
Perennial
Pump 2) Flume
C
NA
Perm ROW, SurvCorr, Temp
1) Dam and
North Carolina
AP -2
10
159
ROW
151.7
scmo029
Hair Canal
Perennial
Pump 2) Flume
C
NA
Not Crossed by
North Carolina
AP -2
10
160
SurvCorr, Temp ROW
152.8
scmr003
UNT to Cape Fear River
Intermittent
Centerline
C
NA
Perm ROW, SurvCorr, Temp
North Carolina
AP -2
10
160
ROW
153.1
scmr002
UNT to Cape Fear River
Perennial
Dam and Pump
C
NA
Perm ROW, SurvCorr, Temp
North Carolina
AP -2
10
160
ROW
153.2
scmr001
UNT to Cape Fear River
Intermittent
Dam and Pump
C
NA
Perm ROW, Sury Corr, Temp
North Carolina
AP -2
10
161
ROW
153.5
scmp048
UNT to Cape Fear River
Ephemeral
Dam and Pump
C
NA
North Carolina
AP -2
10
161
NHD_NC_F_036
Perm ROW, SurvCorr, Temp
1) Dam and
North Carolina
AP -2
10
161
ATWS, Temp ROW
153.8
scmp045
UNT to Cape Fear River
Perennial
Pump 2) Flume
C
NA
Perm ROW, SurvCorr, Temp
1) Dam and
North Carolina
AP -2
10
161
ATWS, Temp ROW
154.0
scmp046
UNT to Cape Fear River
Perennial
Pump 2) Flume
C
NA
North Carolina
AP -2
10
161
Perm ROW, SurvCorr
154.1
scmp047
UNT to Cape Fear River
Perennial
HDD
C
NA
scmo026
AFSA,
North Carolina
AP -2
10
161
Perm ROW, SurvCorr
154.2
(NHD_NC_F_040)
Cape Fear River
Perennial
HDD
WSIV
February 15 to June 30
North Carolina
AP -2
10
161
Perm ROW, SurvCorr
154.3
scmo027
UNT to Cape Fear River
Intermittent
HDD
C
NA
Perm ROW, SurvCorr, Temp
1) Dam and
North Carolina
AP -2
10
162
ROW
154.6
scmo024
UNT to Cape Fear River
Perennial
Pump 2) Flume
C
NA
Perm ROW, Sury Corr, Temp
Not Crossed by
North Carolina
AP -2
10
162
ROW
154.6
scmo025
UNT to Cape Fear River
Intermittent
Centerline
C
NA
North Carolina
AP -2
10
162
Perm AR
154.6
scmo024
UNT to Cape Fear River
Perennial
Perm AR
C
NA
Perm ROW, SurvCorr, Temp
1) Dam and
North Carolina
AP -2
10
162
ROW
154.7
scmo023
UNT to Cape Fear River
Intermittent
Pump 2) Flume
C
NA
I GENERAL NOTES AND COMMENTS:
SYM. I DATE I BY
09/21/17 CM
08/01/17 EB
REVISION INFORMATION
ISSUED IN RESPONSE to NCDEQ COMMENTS RECIEVED SEPTEMBER 15, 2017
ISSUED IN RESPONSE to NCDEQ COMMENTS
State
Project
Spread Alignment Sheet
Segment
Facilities Crossed I Milepost I Unique ID
State State/Commonwealth or
Feature Name Reg
Waterbody Construction Federal Time of Year
Regime Method Class Restrictions (work limited
between dates listed)
North Carolina
AP -2
10
Atlantic Coast Pipeline, LLC
Perm ROW, SurvCorr, Temp
172.0
nhd_nc_f_042
UNT to Saddletree Swamp
Intermittent
1) Dam and
C
NA
North Carolina
AP -2
10
162
ROW
155.1
(SCM0040)
UNT to Cape Fear River
Intermittent
Pump 2) Flume
C
NA
DISTRICT: COUNTY. STATENC
GROUP
DWG. NO.
Perm ROW, Sury Corr, Temp
4 OF 11
1) Dam and
DIR/FILEACP\North Carolina\Details\Waterbody List
North Carolina
AP -2
10
cannot locate
Perm ROW, SurvCorr
155.2
scmo036
UNT to Cape Fear River
Perennial
Pump 2) Flume
C
NA
Perm ROW, SurvCorr, Temp
1) Dam and
North Carolina
AP -2
10
cannot locate
ROW
156.4
scmp059
Longs Branch
Perennial
Pump 2) Flume
C
NA
North Carolina
AP -2
10
163A
NHD NC F 043
Not Crossed by
North Carolina
AP -2
10
163A
Perm GB, Temp GB
172.4
NHD_NC_F_044
UT to Saddletree Swamp
Ephemeral
Centerline
C
NA
Perm ROW, SurvCorr, Temp
1) Dam and
North Carolina
AP -2
10
164
ROW
157.3
scmp049
UNT to Swans Creek
Perennial
Pump 2) Flume
C
NA
Perm ROW, Sury Corr, Temp
1) Dam and
North Carolina
AP -2
10
165
ROW
158.3
scmg002
UNT to Kirks Mill Creek
Intermittent
Dam and Pump
C
NA
North Carolina
AP -2
10
180
Perm ROW, Sury Corr, Temp
174.0
sroh010
Raft Swamp
Perennial
3) Open Cut
Sw
NA
North Carolina
AP -2
10
165
ROW
158.3
scmg001
UNT to Kirks Mill Creek
Intermittent
Dam and Pump
C
NA
North Carolina
AP -2
10
cannot locate
ROW
177.0
nhd nc n 007
Richland Swamp
Perennial
Not Crossed by
C
NA
North Carolina
AP -2
10
165
Sury Corr, Temp ROW
158.9
scme002
Kirks Mill Creek
Intermittent
Centerline
WSIV
NA
Perm ROW, Sury Corr, Temp
UNT to Kirks Mill Creek
1) Flume 2) Dam
North Carolina
AP -2
10
165
ROW
159.1
scmh001
Bumt Swamp
Intermittent
Dam and Pump
C
NA
Perm ROW, SurvCorr, Temp
Not Crossed by
North Carolina
AP -2
10
cannot locate
Perm ROW, SurvCorr
160.4
sroo001
Gallberry Swamp
Perennial
Centerline
C, Sw
NA
Perm ROW, SurvCorr, Temp
Not Crossed by
North Carolina
AP -2
10
cannot locate
Perm ROW
160.5
sroo001
Gallberry Swamp
Perennial
Centerline
C, Sw
NA
North Carolina
AP -2
10
168
Sury Corr, Temp ROW
161.8
oroh003
UNT to Little Marsh
Pond
Pond
C
NA
North Carolina
AP -2
10
187
Perm ROW, SurvCorr, Temp
181.1
sroh008
UNT to Little Marsh Swamp
Perennial
Pump 2) Flume
C, Sw
NA
North Carolina
AP -2
10
168
ROW
161.9
sroh011
Intermittent
Dam and Pump
C
NA
North Carolina
AP -2
10
187
Perm ROW, Sury Corr, Temp
181.3
sroh007
UNT to Moss Neck Swamp
Intermittent
Dam and Pump
C
NA
North Carolina
AP -2
10
170
ROW
164.2
srog006
UNT Little Marsh Swamp
Intermittent
Dam and Pump
C
NA
North Carolina
AP -2
10
187
Perm ROW, SurvCorr, Temp
181.6
sroe001
UNT to Little Bear Swamp
Intermittent
1) Dam and
C
NA
North Carolina
AP -2
10
172
ROW
166.2
srof001
Mercer Branch
Intermittent
Pump 2) Flume
C, Sw
NA
North Carolina
AP -2
10
187
ROW
181.6
sroh005
UNT to Bear Swamp
Perennial
Not Crossed by
C
NA
North Carolina
AP -2
10
173
Sury Corr, Temp ROW
166.8
srof002
UNT to Black Branch
Ephemeral
Centerline
C
NA
North Carolina
AP -2
10
188
Perm ROW, SurvCorr, Temp
181.7
sroh004
UNT to Bear Swamp
Intermittent
1) Dam and
C
NA
North Carolina
AP -2
10
173
ROW
167.0
srof003
Black Branch
Intermittent
Pump 2) Flume
C, Sw
NA
North Carolina
AP -2
10
188
Perm ROW, SurvCorr, Temp
181.7
sroh003
UNT to Bear Swamp
Intermittent
Dam and Pump
C
NA
North Carolina
AP -2
10
176
ROW
170.2
srog005
UNT to Tenmile Swamp
Ephemeral
Dam and Pump
C
NA
North Carolina
AP -2
10
188
Perm ROW, Sury Corr, Temp
182.2
sroh002
UNT to Bear Swamp
Intermittent
Centerline
C
NA
North Carolina
AP -2
10
177
ROW
171.4
srog004
UNT to Little Tenmile Swamp
Intermittent
Dam and Pump
C
NA
North Carolina
AP -2
10
188 and AR -116
Perm ROW, Sury Corr, Temp
182.3
sroh001
UNT to Bear Swamp
Perennial
Dam and Pump
C
NA
North Carolina
AP -2
10
178
ROW
171.8
sroh015
UNT to Saddletree Swamp
Intermittent
Dam and Pump
C
NA
North Carolina
AP -2
10
Atlantic Coast Pipeline, LLC
Perm AR
172.0
sroh013
UNT to Saddletree Swamp
Intermittent
Perm AR
C
NA
North Carolina
AP -2
10
APP. FOR BID:
Perm AR
172.0
sroh013
UNT to Saddletree Swamp
Intermittent
Perm AR
C
NA
DISTRICT: COUNTY. STATENC
GROUP
DWG. NO.
Perm ROW, Sury Corr, Temp
4 OF 11
SCALE: AS NOTED
DIR/FILEACP\North Carolina\Details\Waterbody List
North Carolina
AP -2
10
178
ROW
172.0
srog003
UNT to Little Tenmile Swamp
Intermittent
Dam and Pump
C
NA
Perm ROW, Sury Corr, Temp
North Carolina
AP -2
10
178
ROW
172.4
srog002
UNT to Saddletree Swamp
Intermittent
Dam and Pump
C
NA
Not Crossed by
North Carolina
AP -2
10
178
Perm GB, Temp GB
172.4
sroo002
UT to Saddletree Swamp
Ephemeral
Centerline
C
NA
Perm ROW, Sury Corr, Temp
North Carolina
AP -2
10
178
GB, Temp ROW
172.4
srog001
UNT to Saddletree Swamp
Intermittent
Dam and Pump
C
NA
1) Dam and
Perm ROW, Sury Corr, Temp
Pump 2) Flume
WSIV,
North Carolina
AP -2
10
180
ROW
174.0
sroh010
Raft Swamp
Perennial
3) Open Cut
Sw
NA
Perm ROW, SurvCorr, Temp
1) Flume 2) Dam
North Carolina
AP -2
10
cannot locate
ROW
177.0
nhd nc n 007
Richland Swamp
Perennial
and Pump
C
NA
North Carolina
AP -2
10
cannot locate
Perm AR
177.6
sroc002
UNT to Richland Swamp
Ephemeral
Perm AR
C, Sw
NA
Perm ROW, SurvCorr, Temp
1) Flume 2) Dam
North Carolina
AP -2
10
184
ROW
178.5
srop001
Bumt Swamp
Perennial
and Pump
C
NA
Perm ROW, SurvCorr, Temp
1) Flume 2) Dam
North Carolina
AP -2
10
185
ROW
178.6
srop002
UNT to Burnt Swamp
Ephemeral
and Pump
C
NA
Perm ROW, SurvCorr, Temp
1) Flume 2) Dam
North Carolina
AP -2
10
cannot locate
ATWS, Temp ROW, Temp TS
179.2
srop003
UNT to Burnt Swamp
Perennial
and Pump
C
NA
Perm ROW, SurvCorr, Temp
1) Dam and
North Carolina
AP -2
10
187
ROW
181.1
sroh008
Moss Neck Swamp
Perennial
Pump 2) Flume
C, Sw
NA
Perm ROW, Sury Corr, Temp
North Carolina
AP -2
10
187
ROW
181.3
sroh007
UNT to Moss Neck Swamp
Intermittent
Dam and Pump
C
NA
Not Crossed by
North Carolina
AP -2
10
187
Sury Corr, Temp ROW
181.6
sroe001
UNT to Little Bear Swamp
Intermittent
Centerline
C
NA
Perm ROW, Sury Corr, Temp
North Carolina
AP -2
10
187
ROW
181.6
sroh005
UNT to Bear Swamp
Perennial
Dam and Pump
C
NA
Perm ROW, Sury Corr, Temp
North Carolina
AP -2
10
188
ROW
181.7
sroh004
UNT to Bear Swamp
Intermittent
Dam and Pump
C
NA
Perm ROW, Sury Corr, Temp
North Carolina
AP -2
10
188
ROW
181.7
sroh003
UNT to Bear Swamp
Intermittent
Dam and Pump
C
NA
Perm ROW, Sury Corr, Temp
Not Crossed by
North Carolina
AP -2
10
188
ROW
182.2
sroh002
UNT to Bear Swamp
Intermittent
Centerline
C
NA
Perm AR, Perm ROW, Sury Corr,
North Carolina
AP -2
10
188 and AR -116
Temp ROW
182.3
sroh001
UNT to Bear Swamp
Perennial
Dam and Pump
C
NA
PROJECT/TASK
APP.
III ; , r
DRAWN:
`�'\1 wA <'' -,
CM 09/21/2017
Atlantic Coast Pipeline, LLC
CHECKED:
SL 08/02/2017
925 White Oaks Blvd. Bridgeport, West Virginia 26330 / 681-842-8000
25947 -
�
G
- -
LLL
LICENSE #F-1223
APP. FOR BID:
TITLE:
ATLANTIC COAST PIPELINE
APP. FOR CONST.:
ERM NC, INC.
LIST OF IMPACTED WATERBODIES IN NC
15720 6RLYI IAM HILL AVENUE, SUITE 120
CHARLOTTE, NCRTH CAROLINA 28277
5704 541-8345
DISTRICT: COUNTY. STATENC
GROUP
DWG. NO.
4 OF 11
SCALE: AS NOTED
DIR/FILEACP\North Carolina\Details\Waterbody List
REV.
0

GENERAL NOTES AND COMMENTS:
SYM. I DATE I BY I REVISION INFORMATION
09/21/17 1 CM I ISSUED IN RESPONSE to NCDEQ COMMENTS RECIEVED SEPTEMBER 15, 2017
08/01/17 1 EB I ISSUED IN RESPONSE to NCDEQ COMMENTS
PROJECT/TASK I APP.
DRAWN:
CM 09/21/2017
CHECKED:
SL 08/02/2017
APP. FORBID:
APP. FOR CONST.:
LICENSE #F-1223
ERM NC, INC.
15720 ERLYI IAM HILL AVENUE, SUITE 120
UJARLOTTE, NCE I'H CAROLINA 28277
[phone]
SCALE: AS NOTED
Atlantic Coast Pipeline, LLC
925 White Oaks Blvd. Bridgeport, West Virginia 26330 / 681-842-8000
TITLE: ATLANTIC COAST PIPELINE
LIST OF IMPACTED WATERBODIES IN NC
DISTRICT: COUNTY. STATENC GROUP DWG. NO. REV.
DIR/F/LEACP\North Carolina\Details\Waterbody List 5 OF 1 1 0
State/Commonwealth or
State
Project
Waterbody
Construction
Federal Time of Year
State
Spread
Alignment Sheet
Facilities Crossed
Milepost
Unique ID
Feature—Name
Reg
Segment
Regime
Method
Restrictions (work limited
Class
between dates listed)
North Carolina
AP -3
11
AR -100
Temp AR
0.2
snrh005
Jacks Swamp
Intermittent
Temp AR
C
NA
Perm ROW, Sury Corr, Temp
North Carolina
AP -3
11
4
ROW
0.6
N/A (NHD NC 062?)
Jacks Swamp
Perennial
Open Cut
C
NA
Perm ROW, Sury Corr, Temp
North Carolina
AP -3
11
5
ROW
1.3
snrc002
UNT to Jack's Swamp
Ephemeral
Dam and Pump
C, NSW
NA
Perm ROW, Sury Corr, Temp
North Carolina
AP -3
11
5
ROW
1.5
snrc001
UNT to Jack's Swamp
Ephemeral
Dam and Pump
C, NSW
NA
Perm ROW, Sury Corr, Temp
North Carolina
AP -3
11
7
ROW
3.6
snrp002
UNT to Cypress Creek
Intermittent
Dam and Pump
C, NSW
NA
Perm ROW, Sury Con', Temp
North Carolina
AP -3
11
8
ROW
4.2
snrp003
UNT to Cypress Creek
Intermittent
Dam and Pump
C, NSW
NA
1) Dam and
Perm ROW, Sury Corr, Temp
Pump 2) Open
North Carolina
AP -3
11
9
ROW
5.9
snrp017
UNT to Cypress Creek
Perennial
Cut
C, NSW
NA
1) Flume 2) Dam
Perm ROW, Sury Corr, Temp
and Pump 3)
North Carolina
AP -3
11
9
ROW
5.9
snrp016
UNT to Cypress Creek
Perennial
Open Cut
C, NSW
NA
North Carolina
AP -3
11
AR -100
Perm AR
6.5
snrp015
UNT to Cypress Creek
Intermittent
Perm AR
C, NSW
NA
Perm ROW, Sury Corr, Temp
North Carolina
AP -3
11
10
ROW
7.0
snrp005
UNT to Cypress Creek
Perennial
Dam and Pump
C, NSW
NA
Perm ROW, Sury Corr, Temp
North Carolina
AP -3
11
11
ROW
7.4
N/A
Cypress Creek
Perennial
Flume
C, NSW
NA
Perm ROW, Sury Corr, Temp
North Carolina
AP -3
11
11
ROW
7.8
snrb101
UNT to Cypress Creek
Ephemeral
Dam and Pump
C, NSW
NA
Not Crossed by
North Carolina
AP -3
11
13 (cannot locate on sheet)
Sury Corr, Temp ROW
10.0
snro004
UNT to Cypress Creek
Perennial
Centerline
C
NA
Perm ROW, SurvCorr, Temp
1) Dam and
North Carolina
AP -3
11
13
ROW
10.0
snro003
Cypress Creek
Perennial
Pump 2) Flume
C
NA
North Carolina
AP -3
11
14
Perm ROW, Sury Corr
10.2
snro002
UNT to Cypress Creek
Perennial
Dam and Pump
C
NA
Perm ROW, Sury Con', Temp
North Carolina
AP -3
11
14
ROW
10.3
snro001
Cypress Creek
Perennial
Dam and Pump
C
NA
14 (does not exist on
North Carolina
AP -3
11
sheet)
Perm AR
10.8
snrr004
UNT to Meherin River
Ephemeral
Perm AR
C
NA
North Carolina
AP -3
11
14
Perm AR
11.2
snrr001
UNT to Meherin River
Intermittent
Perm AR
C
NA
Perm ROW, Sury Corr, Temp
North Carolina
AP -3
11
15
ROW
11.6
snrp012
UNT to Meherrin River
Intermittent
Dam and Pump
C
NA
GENERAL NOTES AND COMMENTS:
SYM. I DATE I BY I REVISION INFORMATION
09/21/17 1 CM I ISSUED IN RESPONSE to NCDEQ COMMENTS RECIEVED SEPTEMBER 15, 2017
08/01/17 1 EB I ISSUED IN RESPONSE to NCDEQ COMMENTS
PROJECT/TASK I APP.
DRAWN:
CM 09/21/2017
CHECKED:
SL 08/02/2017
APP. FORBID:
APP. FOR CONST.:
LICENSE #F-1223
ERM NC, INC.
15720 ERLYI IAM HILL AVENUE, SUITE 120
UJARLOTTE, NCE I'H CAROLINA 28277
[phone]
SCALE: AS NOTED
Atlantic Coast Pipeline, LLC
925 White Oaks Blvd. Bridgeport, West Virginia 26330 / 681-842-8000
TITLE: ATLANTIC COAST PIPELINE
LIST OF IMPACTED WATERBODIES IN NC
DISTRICT: COUNTY. STATENC GROUP DWG. NO. REV.
DIR/F/LEACP\North Carolina\Details\Waterbody List 5 OF 1 1 0

GENERAL NOTES AND COMMENTS:
SYM. I DATE I BY I REVISION INFORMATION
09/21/17 1 CM I ISSUED IN RESPONSE to NCDEQ COMMENTS RECIEVED SEPTEMBER 15, 2017
08/01/17 1 EB I ISSUED IN RESPONSE to NCDEQ COMMENTS
State/Commonwealth or Federal
Project
Waterbody
State
Facilities Crossed
Milepost
Unique ID
Feature
Construction Method
State Reg Class
Time of Year Restrictions (work
Segment
-Name
Regime
limited between dates listed)
Perm ROW,
Sury Corr, Temp
North Carolina
AP -2
ROW
99.7
djod001
UNT to Neuse River
Canal/Ditch
Flume
Unclassified
NA
Perm ROW,
North Carolina
AP -2
Sury Corr, Temp
98.2
nhd nc n 008
UNT to Contentnea
Intermittent
Not Crossed by Centerline
C
NA
North Carolina
AP -2
ROW
72.5
dwic001
Creek
Canal/Ditch
Dam and Pump
Unclassified
NA
Perm ROW,
Sury Corr, Temp
March 15 to May 31/August 15 to
North Carolina
AP -2
ROW
32.0
isdha001
Rocky Swamp
Perennial
Open Cut
WS -IV, NSW
September 30
Perm ROW,
North Carolina
AP -2
Sury Corr, Temp
104.4
ojoa004
Unnamed Pond
Pond
Pond
NA
NA
North Carolina
AP -2
ROW
15.7
isdha007
Little Quankey Creek
Perennial
Open Cut
C
May 15 to July 31
North Carolina
AP -2
Perm ROW,
108.1
ojob100
Swamp
Pond
Pond
NA
NA
North Carolina
AP -2
Sury Corr, Temp
52.0
onag002
UNT to Sapony Creek
Pond
Pond
C
NA
North Carolina
AP -2
ROW
101.3
isdjo001
Hannah Creek
Perennial
Open Cut
C
NA
North Carolina
AP -2
Perm ROW,
47.6
onah005
Unnamed Pond
Pond
Pond
C
NA
Sury Corr, Temp
C, NSW
North Carolina
AP -2
ROW
105.1
isdjo002
Whiteoak Branch
Perennial
Open Cut
NA
NA
Perm ROW,
North Carolina
AP -2
Sury Corr, Temp
62.9
onao002
Toisnot Swamp
Pond
Open Cut
C, NSW
NA
North Carolina
AP -2
ROW
106.7
isdjo004
Stone Creek
Perennial
Open Cut
NA
Perm ROW,
North Carolina
AP -2
Sury Corr. Temp
62.8
onao003
UNT to Johnson
Pond
Open Cut
C, NSW
NA
North Carolina
AP -2
ROW
107.6
isdjo005
Swamp
Perennial
Open Cut
NA
North Carolina
AP -2
Perm ROW,
161.8
oroh003
UNT to Little Marsh
Pond
Pond
C
NA
North Carolina
AP -2
Sury Corr, Temp
122.5
osag001
Unnamed Pond
Pond
Pond
NA
NA
North Carolina
AP -2
ROW
37.0
isdna012
Black Swamp
Perennial
Open Cut
WS -IV, NSW
NA
Perm ROW,
Sury Corr, Temp
North Carolina
AP -2
ROW
43.7
N/A
Flat Rock Branch
Perennial
1) Flume 2) Open Cut
C
NA
Perm ROW,
UNT to Cape Fear
North Carolina
AP -2
Sury Corr, Temp
131.6
scmb102
River
Ephemeral
Not Crossed by Centerline
C
NA
North Carolina
AP -3
ROW
0.6
N/A
Jacks Swamp
Perennial
Open Cut
C
NA
Perm ROW,
UNT to Cape Fear
North Carolina
AP -2
Sury Corr, Temp
129.4
scmc001
River
Perennial
Dam and Pump
C
NA
North Carolina
AP -3
ROW
7.4
N/A
Cypress Creek
Perennial
Flume
C, NSW
NA
North Carolina
AP -2
Perm ROW,
129.6
scmc002
River
Perennial
Not Crossed by Centerline
C
NA
Sury Corr, Temp
North Carolina
AP -2
ROW
54.0
ncwg011
Little Sapony Creek
Perennial
Open Cut
WS -IV, NSW
NA
North Carolina
AP -2
Perm ROW,
129.7
scmc003
River
Ephemeral
1) Flume 2) Dam and Pump
C
NA
Sury Corr, Temp
North Carolina
AP -2
ROW
16.9
nhd_nc_a_004
Quankey Creek
Perennial
Dam and Pump
C
NA
North Carolina
AP -2
Perm ROW,
125.2
scmc004
UNT to Black River
Intermittent
Cut
C
NA
Sury Corr, Temp
North Carolina
AP -2
ROW
135.8
nhd_nc_f_013
Unnamed Pond
Pond
Pond
NA
NA
North Carolina
AP -2
Perm ROW,
130.1
scmc005
River
Intermittent
Cut
C
NA
North Carolina
AP -2
Sury Corr, Temp
123.0
scme001
UNT to Cape Fear
Perennial
Perm AR
C
NA
North Carolina
AP -2
ROW
155.1
nhd_nc_f_042
River
Intermittent
1) Dam and Pump 2) Flume
C
NA
North Carolina
AP -2
Perm ROW,
158.9
scme002
Kirks Mill Creek
Intermittent
Not Crossed by Centerline
WSIV
NA
Sury Corr, Temp
North Carolina
AP -2
ROW
48.7
nhd_nc_k_005
UNT to Stony Creek
Intermittent
Dam and Pump
C
NA
North Carolina
AP -2
Perm ROW,
144.7
scmf001
UNT to Cedar Creek
Intermittent
Not Crossed by Centerline
C
NA
Sury Corr, Temp
North Carolina
AP -2
ROW
48.7
nhd_nc_k_006
Stony Creek
Perennial
Open Cut
C
NA
North Carolina
AP -2
Perm ROW,
143.3
scmf002
UNT to Sandy Creek
Intermittent
Dam and Pump
C
NA
Sury Corr, Temp
North Carolina
AP -2
ROW
66.9
nhd_nc_k_007
Millstone Creek
Perennial
Open Cut
C
NA
North Carolina
AP -2
Perm ROW,
143.4
scmf003
UNT to Sandy Creek
Intermittent
Dam and Pump
C
NA
Sury Corr, Temp
UNT to Millstone
North Carolina
AP -2
ROW
66.9
nhd_nc_k_008
Creek
Intermittent
Not Crossed by Centerline
C
NA
North Carolina
AP -2
Perm ROW,
158.3
scmg001
Creek
Intermittent
Dam and Pump
C
NA
Sury Corr, Temp
North Carolina
AP -2
ROW
98.6
nhd_nc_k_009
UNT to Neuse River
Intermittent
Dam and Pump
C
NA
North Carolina
AP -2
Perm ROW,
158.3
scmg002
Creek
Intermittent
Dam and Pump
C
NA
Sury Corr, Temp
UNT to Kirks Mill
North Carolina
AP -2
ROW
98.7
nhd_nc_k_010
Unnamed Pond
Pond
Pond
C
NA
North Carolina
AP -2
Perm ROW,
159.1
scmh001
Intermittent
Dam and Pump
C
NA
North Carolina
AP -2
Sury Corr, Temp
123.1
scmo014
UNT to Mingo Swamp
Perennial
Perm AR
C
NA
North Carolina
AP -2
ROW
98.8
nhd_nc_k_011
UNT to Neuse River
Intermittent
Dam and Pump
C
NA
Perm ROW,
Sury Corr, Temp
North Carolina
AP -2
ROW
98.8
nhd_nc_k_011
UNT to Neuse River
Intermittent
Dam and Pump
C
NA
Perm ROW,
Sury Corr, Temp
North Carolina
AP -2
ROW
98.9
nhd nc k 011
UNT to Neuse River
Intermittent
Not Crossed by Centerline
C
NA
North Carolina
AP -2
Perm AR
114.1
nhd_nc_m_001
UNT to Mill Creek
Intermittent
Perm AR
C
NA
Perm ROW,
Sury Corr, Temp
UNT to Big Alligator
North Carolina
AP -2
ROW, Temp TS
150.8
nhd_nc_n_001
Swamp
Canal/Ditch
1) Flume 2) Dam and Pump
C
NA
Perm ROW,
Sury Corr, Temp
North Carolina
AP -2
ROW
15.3
nhd_nc_n_003
Little Quankey Creek
Perennial
1) Dam and Pump 2) Flume
C
NA
Perm ROW,
Sury Corr, Temp
UNT to the Roanoke
North Carolina
AP -2
ROW
14.7
nhd nc n 004
River
Intermittent
1) Flume 2) Dam and Pump
C
NA
GENERAL NOTES AND COMMENTS:
SYM. I DATE I BY I REVISION INFORMATION
09/21/17 1 CM I ISSUED IN RESPONSE to NCDEQ COMMENTS RECIEVED SEPTEMBER 15, 2017
08/01/17 1 EB I ISSUED IN RESPONSE to NCDEQ COMMENTS
PROJECT/TASK I APP.
,1 yti10 111 f 11, 1/
�.� GA F?
L
2594
0
p ANN .
A, R
2�1f 111111}11+
DRAWN:
CM 09/21/2017
CHECKED:
SL 08/02/2017
APP. FORBID:
APP. FOR CONST.:
LICENSE #F-1223
ERM NC, INC.
1 n720 BRUHAM HILL AVENUE, SUITE 120
CHARLOTTE, NORTH CAROLINA 28277
[phone]
SCALE: AS NOTED
SORTED BY UNIQUE ID
Atlantic Coast Pipeline, LLC_
925 White Oaks Blvd. Bridgeport, West Virginia 26330 / 681-842-8000
TITLE: ATLANTIC COAST PIPELINE
LIST OF IMPACTED WATERBODIES IN NC
DISTRICT: COUNTY. STATENC GROUP DWG. NO. REV.
D/R/F/LEACP\North Carolina\Details\Waterbody List 6 OF 1 1 0
State/Commonwealth or Federal
Project
Waterbody
State
Facilities Crossed
Milepost
Unique ID
Feature
Construction Method
State Reg Class
Time of Year Restrictions (work
Segment
-Name
Regime
limited between dates listed)
Perm ROW,
Sury Corr, Temp
North Carolina
AP -2
ROW
177.0
nhd_nc_n_007
Richland Swamp
Perennial
1) Flume 2) Dam and Pump
C
NA
Sury Corr, Temp
North Carolina
AP -2
ROW
98.2
nhd nc n 008
UNT to Neuse River
Intermittent
Not Crossed by Centerline
C
NA
North Carolina
AP -2
Temp CPY
141.6
ocme020
Unnamed Pond
Pond
Pond
NA
NA
Perm ROW,
Sury Corr, Temp
North Carolina
AP -2
ROW
11.8
ohIc001
Mush Island Gut
Pond
Pond
NA
NA
Sury Corr, Temp
North Carolina
AP -2
ROW
104.4
ojoa004
Unnamed Pond
Pond
Pond
NA
NA
Sury Corr, Temp
UNP to Johnson
North Carolina
AP -2
ROW
108.1
ojob100
Swamp
Pond
Pond
NA
NA
North Carolina
AP -2
Perm AR
52.0
onag002
UNT to Sapony Creek
Pond
Pond
C
NA
Sury Corr, Temp
North Carolina
AP -2
ROW
47.6
onah005
Unnamed Pond
Pond
Pond
C
NA
Sury Corr, Temp
North Carolina
AP -2
ROW
64.6
onao001
Unnamed Pond
Pond
Pond
NA
NA
Perm ROW,
North Carolina
AP -2
Sury Corr
62.9
onao002
Toisnot Swamp
Pond
Open Cut
WSI I I, NSW
NA
Perm ROW,
Sury Corr, Temp
North Carolina
AP -2
ROW
62.8
onao003
Toisnot Swamp
Pond
Open Cut
WSI I I, NSW
NA
Sury Corr, Temp
North Carolina
AP -2
ROW
161.8
oroh003
UNT to Little Marsh
Pond
Pond
C
NA
North Carolina
AP -2
Perm AR
122.5
osag001
Unnamed Pond
Pond
Pond
NA
NA
North Carolina
AP -2
Perm AR
122.5
osag001
Unnamed Pond
Pond
Pond
NA
NA
Perm ROW,
Sury Corr, Temp
North Carolina
AP -2
ROW
121.9
osao002
Unnamed Pond
Pond
Pond
NA
NA
Sury Corr, Temp
UNT to Cape Fear
North Carolina
AP -2
ROW
131.6
scmb102
River
Ephemeral
Not Crossed by Centerline
C
NA
Perm ROW,
Sury Corr, Temp
UNT to Cape Fear
North Carolina
AP -2
ROW
129.4
scmc001
River
Perennial
Dam and Pump
C
NA
Sury Corr, Temp
UNT to Cape Fear
North Carolina
AP -2
ROW
129.6
scmc002
River
Perennial
Not Crossed by Centerline
C
NA
Perm ROW,
Sury Corr, Temp
UNT to Cape Fear
North Carolina
AP -2
ROW
129.7
scmc003
River
Ephemeral
1) Flume 2) Dam and Pump
C
NA
Perm ROW,
Sury Corr, Temp
1) Dam and Pump 2) Open
North Carolina
AP -2
ROW
125.2
scmc004
UNT to Black River
Intermittent
Cut
C
NA
Perm ROW,
Sury Corr, Temp
UNT to Cape Fear
1) Dam and Pump 2) Open
North Carolina
AP -2
ROW
130.1
scmc005
River
Intermittent
Cut
C
NA
North Carolina
AP -2
Perm AR
123.0
scme001
UNT to Mingo Swamp
Perennial
Perm AR
C
NA
Sury Corr, Temp
North Carolina
AP -2
ROW
158.9
scme002
Kirks Mill Creek
Intermittent
Not Crossed by Centerline
WSIV
NA
Perm ROW,
Sury Corr, Temp
North Carolina
AP -2
ROW
144.7
scmf001
UNT to Cedar Creek
Intermittent
Not Crossed by Centerline
C
NA
Perm ROW,
Sury Corr, Temp
North Carolina
AP -2
ROW
143.3
scmf002
UNT to Sandy Creek
Intermittent
Dam and Pump
C
NA
Perm ROW,
Sury Corr, Temp
North Carolina
AP -2
ROW
143.4
scmf003
UNT to Sandy Creek
Intermittent
Dam and Pump
C
NA
Perm ROW,
Sury Corr, Temp
UNT to Kirks Mill
North Carolina
AP -2
ROW
158.3
scmg001
Creek
Intermittent
Dam and Pump
C
NA
Perm ROW,
Sury Corr, Temp
UNT to Kirks Mill
North Carolina
AP -2
ROW
158.3
scmg002
Creek
Intermittent
Dam and Pump
C
NA
Perm ROW,
UNT to Kirks Mill
Sury Corr, Temp
Creek
North Carolina
AP -2
ROW
159.1
scmh001
Intermittent
Dam and Pump
C
NA
North Carolina
AP -2
Perm AR
123.1
scmo014
UNT to Mingo Swamp
Perennial
Perm AR
C
NA
PROJECT/TASK I APP.
,1 yti10 111 f 11, 1/
�.� GA F?
L
2594
0
p ANN .
A, R
2�1f 111111}11+
DRAWN:
CM 09/21/2017
CHECKED:
SL 08/02/2017
APP. FORBID:
APP. FOR CONST.:
LICENSE #F-1223
ERM NC, INC.
1 n720 BRUHAM HILL AVENUE, SUITE 120
CHARLOTTE, NORTH CAROLINA 28277
[phone]
SCALE: AS NOTED
SORTED BY UNIQUE ID
Atlantic Coast Pipeline, LLC_
925 White Oaks Blvd. Bridgeport, West Virginia 26330 / 681-842-8000
TITLE: ATLANTIC COAST PIPELINE
LIST OF IMPACTED WATERBODIES IN NC
DISTRICT: COUNTY. STATENC GROUP DWG. NO. REV.
D/R/F/LEACP\North Carolina\Details\Waterbody List 6 OF 1 1 0

GENERAL NOTES AND COMMENTS:
SYM. I DATE I BY I REVISION INFORMATION
09/21/17 1 CM I ISSUED IN RESPONSE to NCDEQ COMMENTS RECIEVED SEPTEMBER 15, 2017
08/01/17 1 EB I ISSUED IN RESPONSE to NCDEQ COMMENTS
State/Commonwealth or Federal
Project
Waterbody
State
Facilities Crossed
Milepost
Unique ID
Feature
Construction Method
State Reg Class
Time of Year Restrictions (work
Segment
-Name
Regime
limited between dates listed)
North Carolina
AP -2
Perm AR
123.1
scmo014
UNT to Mingo Swamp
Perennial
Perm AR
C
NA
North Carolina
AP -2
Perm AR
123.1
scmo014
UNT to Mingo Swamp
Perennial
Perm AR
C
NA
North Carolina
AP -2
Perm AR
123.1
scmo014
UNT to Mingo Swamp
Perennial
Perm AR
C
NA
North Carolina
AP -2
Perm AR
123.1
scmo016
UNT to Mingo Swamp
Perennial
Perm AR
C
NA
North Carolina
AP -2
Perm ROW,
131.7
scmp003
River
Intermittent
Dam and Pump
C
NA
Sury Corr, Temp
North Carolina
AP -2
ROW
146.7
scmo020
UNT to Cedar Creek
Intermittent
Dam and Pump
C
NA
North Carolina
AP -2
Perm ROW,
131.7
scmp004
River
Intermittent
Dam and Pump
C
NA
Sury Corr, Temp
North Carolina
AP -2
ROW
147.0
scmo021
UNT to Cedar Creek
Ephemeral
Dam and Pump
C
NA
North Carolina
AP -2
Perm ROW,
131.5
scmp005
River
Perennial
Dam and Pump
C
NA
Sury Corr, Temp
North Carolina
AP -2
ROW
147.0
scmo021
UNT to Cedar Creek
Ephemeral
Dam and Pump
C
NA
North Carolina
AP -2
Perm ROW,
125.8
scmp007e
UNT to South River
Ephemeral
1) Dam and Pump 2) Flume
C
NA
Sury Corr, Temp
North Carolina
AP -2
ROW
147.1
scmo022
UNT to Cedar Creek
Ephemeral
Dam and Pump
C
NA
Perm ROW,
UNT to Cape Fear
North Carolina
AP -2
Sury Corr, Temp
126.7
scmp008
UNT to Cape Fear
Ephemeral
Perm AR
C
NA
North Carolina
AP -2
ROW
154.7
scmo023
River
Intermittent
1) Dam and Pump 2) Flume
C
NA
Perm ROW,
UNT to Cape Fear
North Carolina
AP -2
Sury Corr, Temp
126.7
scmp008
UNT to Cape Fear
Ephemeral
1) Flume 2) Dam and Pump
C
NA
North Carolina
AP -2
ROW
154.6
scmo024
River
Perennial
1) Dam and Pump 2) Flume
C
NA
ROW, Sury Corr,
UNT to Cape Fear
1) Dam and Pump 2) Open
North Carolina
AP -2
Perm AR
154.6
scmo024
River
Perennial
Perm AR
C
NA
Perm ROW,
Sury Corr, Temp
UNT to Cape Fear
1) Dam and Pump 2) Open
North Carolina
AP -2
ROW
154.6
scmo025
River
Intermittent
Not Crossed by Centerline
C
NA
Perm ROW,
UNT to Cape Fear
North Carolina
AP -2
Sury Corr
154.2
scmo026
Cape Fear River
Perennial
HDD
AFSA, WSIV
February 15 to June 30
Perm ROW,
UNT to Cape Fear
North Carolina
AP -2
Sury Corr
154.3
scmo027
River
Intermittent
HDD
C
NA
North Carolina
AP -2
Perm ROW,
129.0
scmp022
River
Intermittent
Dam and Pump
C
NA
Sury Corr, Temp
UNT to Cape Fear
North Carolina
AP -2
ROW
151.6
scmo028
UNt to Hair Canal
Perennial
1) Dam and Pump 2) Flume
C
NA
Perm ROW,
Sury Corr, Temp
UNT to Cape Fear
North Carolina
AP -2
ROW
151.7
scmo029
Hair Canal
Perennial
1) Dam and Pump 2) Flume
C
NA
Perm ROW,
Sury Corr, Temp
UNT to Cape Fear
North Carolina
AP -2
ROW
142.7
scmo031
UNT to Sandy Creek
Ephemeral
Dam and Pump
C
NA
Perm ROW,
Sury Corr, Temp
UNT to Cape Fear
North Carolina
AP -2
ROW
142.8
scmo032
UNT to Sandy Creek
Ephemeral
Dam and Pump
C
NA
Perm ROW,
North Carolina
AP -2
Sury Corr
142.8
scmo033
UNT to Sandy Creek
Ephemeral
Not Crossed by Centerline
C
NA
North Carolina
AP -2
Perm ROW,
133.9
scmp041
River
Ephemeral
Dam and Pump
C
NA
Sury Corr, Temp
North Carolina
AP -2
ROW
142.9
scmo034
UNT to Sandy Creek
Ephemeral
Dam and Pump
C
NA
North Carolina
AP -2
Perm ROW,
133.8
scmp042
River
Intermittent
1) Dam and Pump 2) Flume
C
NA
Sury Corr, Temp
North Carolina
AP -2
ROW
143.2
scmo035
Sandy Creek
Perennial
1) Dam and Pump 2) Flume
C
NA
North Carolina
AP -2
Perm ROW,
146.2
scmp043
UNT to Cape Fear
Perennial
Dam and Pump
C
NA
North Carolina
AP -2
Sury Corr
155.2
scmo036
River
Perennial
1) Dam and Pump 2) Flume
C
NA
Perm ROW,
Sury Corr, Temp
UNT to Cape Fear
North Carolina
AP -2
ROW
132.8
scmo037
River
Perennial
1) Dam and Pump 2) Flume
C
NA
Sury Corr, Temp
UNT to Cape Fear
North Carolina
AP -2
ROW
132.8
scmo037
River
Perennial
Not Crossed by Centerline
C
NA
Perm ROW,
UNT to Cape Fear
North Carolina
AP -2
Sury Corr, Temp
154.0
scmp046
UNT to Cape Fear
Perennial
1) Dam and Pump 2) Flume
C
NA
North Carolina
AP -2
ROW
132.8
scmo037
River
Perennial
1) Dam and Pump 2) Flume
C
NA
North Carolina
AP -2
Perm ROW,
154.1
scmp047
River
Perennial
HDD
C
NA
Sury Corr, Temp
North Carolina
AP -2
ROW
146.6
scmo038
UNT to Cedar Creek
Perennial
1) Dam and Pump 2) Flume
C
NA
North Carolina
AP -2
Perm ROW,
153.5
semp048
River
Ephemeral
Dam and Pump
C
NA
Sury Corr, Temp
North Carolina
AP -2
ROW
146.5
scmo039
UNT to Cedar Creek
Intermittent
Dam and Pump
C
NA
North Carolina
AP -2
ROW
157.3
scmp049
UNT to Cape Fear
Perennial
1) Dam and Pump 2) Flume
C
NA
North Carolina
AP -2
Perm AR
129.2
scmo041
Rlver
Perennial
Perm AR
C
NA
Sury Corr, Temp
UNT to Cape Fear
North Carolina
AP -2
Perm AR
129.2
scmo041
Rlver
Perennial
Perm AR
C
NA
Perm ROW,
UNT to Big Alligator
North Carolina
AP -2
Sury Corr, Temp
150.4
scmp051
UNT to Cape Fear
Ephemeral
Not Crossed by Centerline
C
NA
North Carolina
AP -2
ROW
132.7
scmp001
River
Intermittent
Dam and Pump
C
NA
GENERAL NOTES AND COMMENTS:
SYM. I DATE I BY I REVISION INFORMATION
09/21/17 1 CM I ISSUED IN RESPONSE to NCDEQ COMMENTS RECIEVED SEPTEMBER 15, 2017
08/01/17 1 EB I ISSUED IN RESPONSE to NCDEQ COMMENTS
PROJECT/TASK I APP.
,1 yti10 111 f 11, 1/
�.� GA F?
L
2594
0
%0
A, R
2�1f 111111}11+
DRAWN:
CM 09/21/2017
CHECKED:
SL 08/02/2017
APP. FORBID:
APP. FOR CONST.:
LICENSE #F-1223
ERM NC, INC.
1 n720 BRUHAM HILL AVENUE, SUITE 120
CHARLOTTE, NORTH CAROLINA 28277
[phone]
SCALE: AS NOTED
Atlantic Coast Pipeline, LLC_
925 White Oaks Blvd. Bridgeport, West Virginia 26330 / 681-842-8000
TITLE: ATLANTIC COAST PIPELINE
LIST OF IMPACTED WATERBODIES IN NC
DISTRICT: COUNTY. STATENC GROUP DWG. NO. REV.
D/R/F/LEACP\North Carolina\Details\Waterbody List 7 OF 1 1 0
State/Commonwealth or Federal
Project
Waterbody
State
Facilities Crossed
Milepost
Unique ID
Feature
Construction Method
State Reg Class
Time of Year Restrictions (work
Segment
-Name
Regime
limited between dates listed)
Sury Corr, Temp
UNT to Cape Fear
North Carolina
AP -2
ROW
131.8
scmp002
River
Intermittent
Not Crossed by Centerline
C
NA
Perm ROW,
Sury Corr, Temp
UNT to Cape Fear
North Carolina
AP -2
ROW
131.7
scmp003
River
Intermittent
Dam and Pump
C
NA
Perm ROW,
Sury Corr, Temp
UNT to Cape Fear
North Carolina
AP -2
ROW
131.7
scmp004
River
Intermittent
Dam and Pump
C
NA
Perm ROW,
Sury Corr, Temp
UNT to Cape Fear
North Carolina
AP -2
ROW
131.5
scmp005
River
Perennial
Dam and Pump
C
NA
Perm ROW,
Sury Corr, Temp
North Carolina
AP -2
ROW
125.8
scmp007e
UNT to South River
Ephemeral
1) Dam and Pump 2) Flume
C
NA
Sury Corr, Temp
North Carolina
AP -2
ROW
125.8
scmp007i
UNT to South River
Intermittent
Not Crossed by Centerline
C
NA
UNT to Cape Fear
North Carolina
AP -2
Perm AR
126.7
scmp008
River
Ephemeral
Perm AR
C
NA
Perm ROW,
Sury Corr, Temp
UNT to Cape Fear
North Carolina
AP -2
ROW
126.7
scmp008
River
Ephemeral
1) Flume 2) Dam and Pump
C
NA
Perm AR, Perm
ROW, Sury Corr,
UNT to Cape Fear
1) Dam and Pump 2) Open
North Carolina
AP -2
Temp ROW
126.8
scmp009
River
Perennial
Cut
C
NA
Perm ROW,
Sury Corr, Temp
UNT to Cape Fear
1) Dam and Pump 2) Open
North Carolina
AP -2
ROW
127.3
scmp010
River
Perennial
Cut
C
NA
UNT to Cape Fear
North Carolina
AP -2
Perm AR
131.1
scmp021
River
Intermittent
Perm AR
C
NA
Perm ROW,
Sury Corr, Temp
UNT to Cape Fear
North Carolina
AP -2
ROW
129.0
scmp022
River
Intermittent
Dam and Pump
C
NA
Perm MLR, Sury
UNT to Cape Fear
North Carolina
AP -2
Corr
132.9
scmp037
River
Perennial
M&R Workspace
C
NA
Perm ROW,
Sury Corr, Temp
UNT to Cape Fear
North Carolina
AP -2
ROW
133.2
scmp037
River
Perennial
1) Dam and Pump 2) Flume
C
NA
Perm ROW,
Sury Corr, Temp
UNT to Cape Fear
North Carolina
AP -2
ROW
133.4
scmp039
River
Intermittent
Dam and Pump
C
NA
Perm ROW,
Sury Corr, Temp
UNT to Cape Fear
North Carolina
AP -2
ROW
134.2
scmp040
River
Perennial
1) Dam and Pump 2) Flume
C
NA
Perm ROW,
Sury Corr, Temp
UNT to Cape Fear
North Carolina
AP -2
ROW
133.9
scmp041
River
Ephemeral
Dam and Pump
C
NA
Perm ROW,
Sury Corr, Temp
UNT to Cape Fear
North Carolina
AP -2
ROW
133.8
scmp042
River
Intermittent
1) Dam and Pump 2) Flume
C
NA
Perm ROW,
Sury Corr, Temp
North Carolina
AP -2
ROW
146.2
scmp043
UNT to Cedar Creek
Perennial
Dam and Pump
C
NA
Perm ROW,
Sury Corr, Temp
ATWS, Temp
UNT to Cape Fear
North Carolina
AP -2
ROW
153.8
scmp045
River
Perennial
1) Dam and Pump 2) Flume
C
NA
Perm ROW,
Sury Corr, Temp
ATWS, Temp
UNT to Cape Fear
North Carolina
AP -2
ROW
154.0
scmp046
River
Perennial
1) Dam and Pump 2) Flume
C
NA
Perm ROW,
UNT to Cape Fear
North Carolina
AP -2
Sury Corr
154.1
scmp047
River
Perennial
HDD
C
NA
Perm ROW,
Sury Corr, Temp
UNT to Cape Fear
North Carolina
AP -2
ROW
153.5
semp048
River
Ephemeral
Dam and Pump
C
NA
Perm ROW,
Sury Corr, Temp
North Carolina
AP -2
ROW
157.3
scmp049
UNT to Swans Creek
Perennial
1) Dam and Pump 2) Flume
C
NA
Perm ROW,
Sury Corr, Temp
UNT to Big Alligator
North Carolina
AP -2
ROW
150.3
scmp051
Swamp
Ephemeral
Dam and Pump
C
NA
Sury Corr, Temp
UNT to Big Alligator
North Carolina
AP -2
ROW
150.4
scmp051
Swamp
Ephemeral
Not Crossed by Centerline
C
NA
Perm ROW,
Sury Corr, Temp
UNT to Big Alligator
North Carolina
AP -2
ROW
150.4
semp052
Swamp
Perennial
1) Dam and Pump 2) Flume
C
NA
Perm ROW,
Sury Corr, Temp
UNT to Big Alligator
North Carolina
AP -2
ROW
150.4
scmp054
Swamp
Ephemeral
Dam and Pump
C
NA
Perm ROW,
Sury Corr, Temp
UNT to Big Alligator
North Carolina
AP -2
ROW
151.1
scmp056
Swamp
Intermittent
Dam and Pump
C
NA
Perm AR, Perm
ROW, Sury Corr,
North Carolina
AP -2
Temp ROW
137.1
scmp058
UNT to Big Creek
Intermittent
Dam and Pump
C
NA
PROJECT/TASK I APP.
,1 yti10 111 f 11, 1/
�.� GA F?
L
2594
0
%0
A, R
2�1f 111111}11+
DRAWN:
CM 09/21/2017
CHECKED:
SL 08/02/2017
APP. FORBID:
APP. FOR CONST.:
LICENSE #F-1223
ERM NC, INC.
1 n720 BRUHAM HILL AVENUE, SUITE 120
CHARLOTTE, NORTH CAROLINA 28277
[phone]
SCALE: AS NOTED
Atlantic Coast Pipeline, LLC_
925 White Oaks Blvd. Bridgeport, West Virginia 26330 / 681-842-8000
TITLE: ATLANTIC COAST PIPELINE
LIST OF IMPACTED WATERBODIES IN NC
DISTRICT: COUNTY. STATENC GROUP DWG. NO. REV.
D/R/F/LEACP\North Carolina\Details\Waterbody List 7 OF 1 1 0

GENERAL NOTES AND COMMENTS:
SYM. I DATE I BY I REVISION INFORMATION
09/21/17 1 CM I ISSUED IN RESPONSE to NCDEQ COMMENTS RECIEVED SEPTEMBER 15, 2017
08/01/17 1 EB I ISSUED IN RESPONSE to NCDEQ COMMENTS
State/Commonwealth or Federal
Project
Waterbody
State
Facilities Crossed
Milepost
Unique ID
Feature
Construction Method
State Reg Class
Time of Year Restrictions (work
Segment
-Name
Regime
limited between dates listed)
Perm ROW,
February 1 to June 30/August 15
North Carolina
AP -2
Sury Corr, Temp
9.8
shIh001
Roanoke River
Perennial
HDD
AFSA, C
through November 15
North Carolina
AP -2
ROW
156.4
scmp059
Longs Branch
Perennial
1) Dam and Pump 2) Flume
C
NA
Perm ROW,
North Carolina
AP -2
Sury Corr, Temp
14.1
shIh003
UNT to Gum Log
Perennial
Dam and Pump
C
NA
North Carolina
AP -2
ROW
135.0
scmpl00
Canal
Intermittent
Dam and Pump
C
NA
North Carolina
AP -2
Perm ROW,
14.1
shIh004
UNT to Roanoke RI ver
Perennial
Not Crossed by Centerline
C
NA
Sury Corr, Temp
North Carolina
AP -2
ROW
136.9
scmg001
UNT to Bakers Swamp
Perennial
1) Flume 2) Dam and Pump
C
NA
North Carolina
AP -2
Perm ROW,
20.5
shIh007
UNT to Marsh Swamp
I ntermittent
Dam and Pump
C
NA
Sury Corr, Temp
North Carolina
AP -2
ROW
137.0
scmg003
UNT to Bakers Swamp
Perennial
1) Flume 2) Dam and Pump
C
NA
North Carolina
AP -2
Perm AR, Perm
20.1
shIh008
Marsh Swamp
Perennial
Open Cut
C, Sw, NSW
NA
ROW, Sury Corr,
North Carolina
AP -2
Temp ROW
137.1
scmg004
UNT to Bakers Swamp
Perennial
1) Flume 2) Dam and Pump
C
NA
North Carolina
AP -2
Perm ROW,
26.6
shIh009
Swamp
Perennial
Open Cut
C, Sw, NSW
NA
Sury Corr, Temp
UNT to Cape Fear
North Carolina
AP -2
ROW
153.2
scmr001
River
Intermittent
Dam and Pump
C
NA
North Carolina
AP -2
Perm ROW,
26.9
shIh010
Swamp
Intermittent
Dam and Pump
C
NA
Sury Corr, Temp
UNT to Cape Fear
North Carolina
AP -2
ROW
153.1
scmr002
River
Perennial
Dam and Pump
C
NA
North Carolina
AP -2
Sury Corr, Temp
27.4
shIh011
UNT to Cape Fear
Perennial
Open Cut
C
NA
North Carolina
AP -2
ROW
152.8
scmr003
River
Intermittent
Not Crossed by Centerline
C
NA
Perm ROW,
North Carolina
AP -2
Sury Corr, Temp
27.7
shIh012
UNT to Jacket Swamp
Intermittent
1) Flume 2) Open Cut
C
NA
North Carolina
AP -2
ROW
141.8
scmr005
UNT to Buck Creek
Intermittent
Dam and Pump
C
NA
Perm ROW,
North Carolina
AP -2
Sury Corr, Temp
32.7
shIh013
UNT to Rocky Swamp
I ntermittent
Dam and Pump
C
NA
North Carolina
AP -2
ROW
142.0
scmr006
UNT to Buck Creek
Ephemeral
Dam and Pump
C
NA
Perm ROW,
North Carolina
AP -2
Sury Corr, Temp
32.8
shIh014
UNT to Rocky Swamp
I ntermittent
Dam and Pump
C
NA
North Carolina
AP -2
ROW
29.8
shla001
Breeches Swamp
Perennial
1) Flume 2) Open Cut
C, Sw, NSW
NA
Perm ROW,
North Carolina
AP -2
Sury Corr, Temp
30.6
shIh015
UNT to Beaverdam
I ntermittent
Not Crossed by Centerline
C
NA
North Carolina
AP -2
ROW
23.6
shla002
Swamp
Intermittent
1) Flume 2) Dam and Pump
C
NA
Sury Corr, Temp
UNT to Beaverdam
Contractor Yard - Temporary
North Carolina
AP -2
Temp CPY
18.6
shlb050
UNT to Marsh Swamp
Perennial
Impact
C
NA
Perm ROW,
Sury Corr, Temp
UNT to Beaverdam
North Carolina
AP -2
ROW
25.0
shlbl00
Creek
Intermittent
Dam and Pump
C
NA
Perm ROW,
Sury Corr, Temp
UNT to Mush Island
North Carolina
AP -2
ROW
12.4
shlc001
Gut
Intermittent
Dam and Pump
C
NA
Perm ROW,
Sury Corr, Temp
UNT to Mush Island
North Carolina
AP -2
ROW
12.4
shlc002
Gut
Intermittent
Dam and Pump
C
NA
Perm ROW,
Sury Corr, Temp
UNT to Mush Island
North Carolina
AP -2
ROW
11.9
shlc003
Gut
Intermittent
Dam and Pump
C
NA
North Carolina
AP -2
Perm ROW,
33.5
shIh022
UNT to Fishing Creek
Perennial
Perm AR
C
NA
North Carolina
AP -2
Sury Corr, Temp
33.5
shIh022
UNT to Mush Island
Perennial
Perm AR
C
NA
North Carolina
AP -2
ROW
11.9
shIc004i
Gut
Intermittent
Dam and Pump
C
NA
North Carolina
AP -2
Perm ROW,
31.2
shlo001
UNT to Rocky Swamp
I ntermittent
Not Crossed by Centerline
C
NA
Sury Corr, Temp
North Carolina
AP -2
ROW
13.6
shIf001
UNT to Roanoke River
Perennial
Dam and Pump
C
NA
North Carolina
AP -2
Perm ROW,
31.2
shlo002
UNT to Rocky Swamp
I ntermittent
Dam and Pump
C
NA
Sury Corr, Temp
North Carolina
AP -2
ROW
13.9
shIf002
UNT to Roanoke River
Intermittent
Dam and Pump
C
NA
North Carolina
AP -2
Perm ROW,
13.3
shlo003
Mush Island Gut
Intermittent
Dam and Pump
C
NA
Sury Corr, Temp
North Carolina
AP -2
ROW
14.0
shIf003
UNT to Roanoke River
Ephemeral
Dam and Pump
C
NA
North Carolina
AP -2
Perm ROW,
14.4
shIp002
River
Perennial
Dam and Pump
C
NA
Sury Corr, Temp
UNT to Little Quankey
North Carolina
AP -2
ROW
15.4
shIf004
Creek
Perennial
Not Crossed by Centerline
C
NA
North Carolina
AP -2
Perm ROW,
103.9
sjob003
UNT to Hannah Creek
Perennial
Cut
C
NA
Sury Corr, Temp
UNT to Quankey
North Carolina
AP -2
ROW
17.4
shlg005
Creek
Intermittent
Not Crossed by Centerline
C
NA
North Carolina
AP -2
Perm ROW,
102.8
sjob004
UNT to Hannah Creek
Perennial
Cut
C
NA
Sury Corr, Temp
North Carolina
AP -2
ROW
18.1
shlg007
UNT to Marsh Swamp
Intermittent
Not Crossed by Centerline
C
NA
North Carolina
AP -2
Perm ROW,
102.8
sjob005
UNT to Hannah Creek
I ntermittent
Cut
C
NA
Sury Corr, Temp
North Carolina
AP -2
ROW
18.2
shlg007
UNT to Marsh Swamp
Intermittent
Not Crossed by Centerline
C
NA
North Carolina
AP -2
Perm ROW
18.2
shlg008
UNT to Marsh Swamp
Ephemeral
Not Crossed by Centerline
C
NA
North Carolina
AP -2
Perm ROW,
98.8
sjob007
UNT to Neuse River
I ntermittent
Perm AR
C
NA
Sury Corr, Temp
North Carolina
AP -2
ROW
18.2
shlg008
UNT to Marsh Swamp
Ephemeral
Not Crossed by Centerline
C
NA
North Carolina
AP -2
Perm ROW,
96.3
sjob009
Branch
Perennial
Dam and Pump
C
NA
Temp CPY,
UNT to Polecat
North Carolina
AP -2
Temp ROW
18.5
shlg009
UNT to Marsh Swamp
Perennial
Dam and Pump
C
NA
Perm ROW,
North Carolina
AP -2
Sury Corr
33.7
shlg011
UNT to Fishing Creek
Perennial
HDD
C
NA
Perm ROW,
Sury Corr, Temp
UNT to Beaverdam
North Carolina
AP -2
ROW
24.0
shlg012
Swamp
Perennial
1) Flume 2) Dam and Pump
C
NA
GENERAL NOTES AND COMMENTS:
SYM. I DATE I BY I REVISION INFORMATION
09/21/17 1 CM I ISSUED IN RESPONSE to NCDEQ COMMENTS RECIEVED SEPTEMBER 15, 2017
08/01/17 1 EB I ISSUED IN RESPONSE to NCDEQ COMMENTS
PROJECT/TASK I APP.
DRAWN:
CM 09/21/2017
CHECKED:
SL 08/02/2017
APP. FORBID:
APP. FOR CONST.:
LICENSE #F-1223
ERM NC, INC.
1 n720 BRUHAM HILL AVENUE, SUITE 120
CHARLOTTE, NORTH CAROLINA 28277
[phone]
SCALE: AS NOTED
Atlantic Coast Pipeline, LLC_
925 White Oaks Blvd. Bridgeport, West Virginia 26330 / 681-842-8000
TITLE: ATLANTIC COAST PIPELINE
LIST OF IMPACTED WATERBODIES IN NC
DISTRICT: COUNTY. STATENC GROUP DWG. NO. REV.
DIR/F/LEACP\North Carolina\Details\Waterbody List 8 OF 1 1 0
State/Commonwealth or Federal
Project
Waterbody
State
Facilities Crossed
Milepost
Unique ID
Feature
Construction Method
State Reg Class
Time of Year Restrictions (work
Segment
-Name
Regime
limited between dates listed)
Perm ROW,
February 1 to June 30/August 15
North Carolina
AP -2
Sury Corr
9.8
shIh001
Roanoke River
Perennial
HDD
AFSA, C
through November 15
Perm ROW,
Sury Corr, Temp
North Carolina
AP -2
ROW
14.1
shIh003
UNT to Roanoke River
Perennial
Dam and Pump
C
NA
Sury Corr, Temp
North Carolina
AP -2
ROW
14.1
shIh004
UNT to Roanoke RI ver
Perennial
Not Crossed by Centerline
C
NA
Perm ROW,
Sury Corr, Temp
North Carolina
AP -2
ROW
20.5
shIh007
UNT to Marsh Swamp
I ntermittent
Dam and Pump
C
NA
Perm ROW,
Sury Corr, Temp
North Carolina
AP -2
ROW
20.1
shIh008
Marsh Swamp
Perennial
Open Cut
C, Sw, NSW
NA
Perm ROW,
Sury Corr, Temp
UNT to Burnt Coat
North Carolina
AP -2
ROW
26.6
shIh009
Swamp
Perennial
Open Cut
C, Sw, NSW
NA
Perm ROW,
Sury Corr, Temp
UNT to Burnt Coat
North Carolina
AP -2
ROW
26.9
shIh010
Swamp
Intermittent
Dam and Pump
C
NA
Perm ROW,
Sury Corr, Temp
North Carolina
AP -2
ROW
27.4
shIh011
Jacket Swamp
Perennial
Open Cut
C
NA
Perm ROW,
Sury Corr, Temp
North Carolina
AP -2
ROW
27.7
shIh012
UNT to Jacket Swamp
Intermittent
1) Flume 2) Open Cut
C
NA
Perm ROW,
Sury Corr, Temp
North Carolina
AP -2
ROW
32.7
shIh013
UNT to Rocky Swamp
I ntermittent
Dam and Pump
C
NA
Perm ROW,
Sury Corr, Temp
North Carolina
AP -2
ROW
32.8
shIh014
UNT to Rocky Swamp
I ntermittent
Dam and Pump
C
NA
Perm ROW,
Sury Corr, Temp
North Carolina
AP -2
ROW
30.6
shIh015
UNT to Rocky Swamp
I ntermittent
Not Crossed by Centerline
C
NA
Perm ROW,
Sury Corr, Temp
UNT to Beaverdam
North Carolina
AP -2
ROW
22.8
shIh016
Swamp
Intermittent
Dam and Pump
C
NA
Perm ROW,
Sury Corr, Temp
North Carolina
AP -2
ROW
23.1
shIh017
Beaverdam Swamp
Perennial
Open Cut
C, Sw, NSW
NA
Perm ROW,
Sury Corr, Temp
UNT to Beaverdam
North Carolina
AP -2
ROW
23.3
shIh018
Swamp
Intermittent
1) Flume 2) Dam and Pump
C
NA
Perm ROW,
Sury Corr, Temp
North Carolina
AP -2
ROW
21.0
shIh019
UNT to Marsh Swamp
I ntermittent
Dam and Pump
C
NA
Perm ROW,
Sury Corr, Temp
North Carolina
AP -2
ROW
31.0
shIh020
UNT to Rocky Swamp
I ntermittent
Dam and Pump
C
NA
North Carolina
AP -2
Perm AR
33.5
shIh022
UNT to Fishing Creek
Perennial
Perm AR
C
NA
North Carolina
AP -2
Perm AR
33.5
shIh022
UNT to Fishing Creek
Perennial
Perm AR
C
NA
Perm ROW,
North Carolina
AP -2
Sury Corr
31.2
shlo001
UNT to Rocky Swamp
I ntermittent
Not Crossed by Centerline
C
NA
Perm ROW,
Sury Corr, Temp
North Carolina
AP -2
ROW
31.2
shlo002
UNT to Rocky Swamp
I ntermittent
Dam and Pump
C
NA
Perm ROW,
Sury Corr, Temp
North Carolina
AP -2
ROW
13.3
shlo003
Mush Island Gut
Intermittent
Dam and Pump
C
NA
Perm ROW,
Sury Corr, Temp
UNT to the Roanoke
North Carolina
AP -2
ROW
14.4
shIp002
River
Perennial
Dam and Pump
C
NA
Perm ROW,
Sury Corr, Temp
1) Dam and Pump 2) Open
North Carolina
AP -2
ROW
103.9
sjob003
UNT to Hannah Creek
Perennial
Cut
C
NA
Perm ROW,
Sury Corr, Temp
1) Dam and Pump 2) Open
North Carolina
AP -2
ROW
102.8
sjob004
UNT to Hannah Creek
Perennial
Cut
C
NA
Perm ROW,
Sury Corr, Temp
1) Dam and Pump 2) Open
North Carolina
AP -2
ROW
102.8
sjob005
UNT to Hannah Creek
I ntermittent
Cut
C
NA
Perm ROW,
Sury Corr, Temp
North Carolina
AP -2
ROW
102.4
sjob006
UNT to Hannah Creek
I ntermittent
Dam and Pump
C
NA
North Carolina
AP -2
Perm AR
98.8
sjob007
UNT to Neuse River
I ntermittent
Perm AR
C
NA
Perm ROW,
Sury Corr, Temp
UNT to Polecat
North Carolina
AP -2
ROW
96.3
sjob009
Branch
Perennial
Dam and Pump
C
NA
Sury Corr, Temp
UNT to Polecat
North Carolina
AP -2
ROW
95.8
sjob010
Branch
Intermittent
Not Crossed by Centerline
C
NA
PROJECT/TASK I APP.
DRAWN:
CM 09/21/2017
CHECKED:
SL 08/02/2017
APP. FORBID:
APP. FOR CONST.:
LICENSE #F-1223
ERM NC, INC.
1 n720 BRUHAM HILL AVENUE, SUITE 120
CHARLOTTE, NORTH CAROLINA 28277
[phone]
SCALE: AS NOTED
Atlantic Coast Pipeline, LLC_
925 White Oaks Blvd. Bridgeport, West Virginia 26330 / 681-842-8000
TITLE: ATLANTIC COAST PIPELINE
LIST OF IMPACTED WATERBODIES IN NC
DISTRICT: COUNTY. STATENC GROUP DWG. NO. REV.
DIR/F/LEACP\North Carolina\Details\Waterbody List 8 OF 1 1 0

GENERAL NOTES AND COMMENTS:
SYM. I DATE I BY I REVISION INFORMATION
09/21/17 1 CM I ISSUED IN RESPONSE to NCDEQ COMMENTS RECIEVED SEPTEMBER 15, 2017
08/01/17 1 EB I ISSUED IN RESPONSE to NCDEQ COMMENTS
State/Commonwealth or Federal
Project
Waterbody
State
Facilities Crossed
Milepost
Unique ID
Feature
Construction Method
State Reg Class
Time of Year Restrictions (work
Segment
-Name
Regime
limited between dates listed)
Perm ROW,
Sury Corr, Temp
North Carolina
AP -2
ROW
95.1
sjob011
UNT to Neuse River
I ntermittent
Dam and Pump
C
NA
Perm ROW,
Sury Corr, Temp
UNT to Little Buffalo
North Carolina
AP -2
ROW
78.9
sjobl01
Creek
Ephemeral
Dam and Pump
C
NA
Perm ROW,
Sury Corr, Temp
UNT to Little Buffalo
North Carolina
AP -2
ROW
78.9
sjobl02
Creek
Ephemeral
Dam and Pump
C
NA
Perm ROW,
Sury Corr, Temp
UNT to Little Buffalo
North Carolina
AP -2
ROW
79.2
sjobl03
Creek
Perennial
1) Dam and Pump 2) Flume
C
NA
Perm GB, Temp
UNT to Little Buffalo
North Carolina
AP -2
GB
79.3
sjobl03
Creek
Perennial
Not Crossed by Centerline
C
NA
North Carolina
AP -2
Perm ROW,
39.7
snabl00
UNT to Swift Creek
Intermittent
Dam and Pump
C
NA
Sury Corr, Temp
UNT to Little Buffalo
North Carolina
AP -2
ROW
79.3
sjobl03
Creek
Perennial
1) Dam and Pump 2) Flume
C
NA
North Carolina
AP -2
Perm ROW,
42.8
snabl03
Branch
Intermittent
Dam and Pump
C
NA
Sury Corr, Temp
UNT to Flat Rock
North Carolina
AP -2
ROW
79.5
sjobl04
Little Buffalo Creek
Perennial
Open Cut
C, NSW
NA
Perm ROW,
UNT to Flat Rock
North Carolina
AP -2
Sury Corr, Temp
44.4
snabl05
Branch
Perennial
Not Crossed by Centerline
AFSA, WSV,
February 1 to June 30/May 15 to
North Carolina
AP -2
ROW
98.5
sjobl05
Neuse River
Perennial
Cofferdam
NSW
July 31
Sury Corr, Temp
UNT to Polecat
Contractor Yard - Temporary
North Carolina
AP -2
Temp CPY
96.4
sjobl09
Branch
Intermittent
Impact
C
NA
Perm ROW,
AFSA, WSIV,
North Carolina
AP -2
Sury Corr
82.5
sjoe001
UNT to Little River
I ntermittent
HDD
C
NA
Perm ROW,
AFSA, WSV,
February 15 to June 30/March 15 to
North Carolina
AP -2
Sury Corr
82.5
sjoe002
Little River
Perennial
HDD
NSW
May 31/August 15 to September 30
North Carolina
AP -2
Perm ROW,
34.8
snag002
UNT to Fishing Creek
Intermittent
Dam and Pump
C
NA
North Carolina
AP -2
Sury Corr
82.6
sjoe004
UNT to Little River
I ntermittent
HDD
C
NA
North Carolina
AP -2
Perm ROW,
34.8
snag003
UNT to Fishing Creek
Intermittent
Not Crossed by Centerline
C
NA
Sury Corr, Temp
North Carolina
AP -2
ROW
83.4
sjoe005
UNT to Buffalo Creek
Perennial
1) Dam and Pump 2) Flume
C
NA
North Carolina
AP -2
Perm ROW,
35.1
snag004
UNT to Fishing Creek
Intermittent
Dam and Pump
C
NA
Sury Corr, Temp
North Carolina
AP -2
ROW
83.5
sjoe006
UNT to Buffalo Creek
Intermittent
1) Dam and Pump 2) Flume
C
NA
Perm ROW,
Sury Corr, Temp
1) Dam and Pump 2) Open
North Carolina
AP -2
ROW
85.9
sjoo003
UNT to Little Creek
Perennial
Cut
C
NA
Perm ROW,
Sury Corr, Temp
North Carolina
AP -2
ROW
86.5
sjoo004
Little Creek
Perennial
Open Cut
C, NSW
March 15 to May 31/August 15 to Sepi
Perm ROW,
Sury Corr, Temp
UNT to Moccasin
North Carolina
AP -2
ROW
87.3
sjoo005
Creek
Intermittent
Dam and Pump
C
NA
Perm ROW,
Sury Corr, Temp
North Carolina
AP -2
ROW
113.1
sjoo007
Mill Branch
Intermittent
Dam and Pump
C, NSW
NA
Perm AR, Perm
ROW, Sury Corr,
North Carolina
AP -2
Temp ROW
97.5
sjoo008
Polecat Branch
Perennial
Open Cut
C
NA
Perm AR, Perm
ROW, Sury Corr,
UNT to Polecat
North Carolina
AP -2
Temp ROW
97.7
sjo0009
Branch
Intermittent
1) Dam and Pump 2) Flume
C
NA
Perm ROW,
Sury Corr, Temp
North Carolina
AP -2
ROW
98.2
sjo0010
UNT to Neuse River
Perennial
1) Dam and Pump 2) Flume
C
NA
North Carolina
AP -2
Perm GB
84.6
sjoo014
UT to Big Branch
Ephemeral
Not Crossed by Centerline
C
NA
Perm ROW,
North Carolina
AP -2
Sury Corr, Temp
39.9
snah001
UNT to Swift Creek
Intermittent
1) Dam and Pump 2) Open
C
NA
North Carolina
AP -2
ROW
84.6
sjop001
Big Branch
Intermittent
Cut
C, NSW
NA
Perm GB, Temp
North Carolina
AP -2
GB
84.6
sjop002
UNT to Big Branch
I ntermittent
Not Crossed by Centerline
C, NSW
NA
North Carolina
AP -2
Perm ROW,
40.3
snah002
UNT to Swift Creek
Perennial
Dam and Pump
C
NA
Sury Corr, Temp
North Carolina
AP -2
ROW
82.0
sjop003
UNT to Little River
I ntermittent
Dam and Pump
C
NA
Perm ROW,
Sury Corr, Temp
UNT to Moccasin
North Carolina
AP -2
ROW
88.9
sjop005
Creek
Intermittent
Dam and Pump
C
NA
Perm ROW,
Sury Corr, Temp
UNT to Flat Rock
North Carolina
AP -2
ROW
89.7
sjop007
Moccasin Creek
Perennial
1) Dam and Pump 2) Flume
C, NSW
NA
Perm ROW,
Sury Corr, Temp
UNT to Flat Rock
North Carolina
AP -2
ROW
91.2
sjop008
UNT to Bawdy Swamp
I ntermittent
Dam and Pump
C
NA
Perm ROW,
Sury Corr, Temp
UNT to Pig Basket
Conventional Bore (with US70
North Carolina
AP -2
ROW
92.1
sjop010
Bawdy Swamp
Perennial
Business crossing)
C, NSW
NA
Perm ROW,
Sury Corr, Temp
1) Dam and Pump 2) Open
North Carolina
AP -2
ROW
81.0
sjop013
UNT to Little River
Intermittent
Cut
C
NA
GENERAL NOTES AND COMMENTS:
SYM. I DATE I BY I REVISION INFORMATION
09/21/17 1 CM I ISSUED IN RESPONSE to NCDEQ COMMENTS RECIEVED SEPTEMBER 15, 2017
08/01/17 1 EB I ISSUED IN RESPONSE to NCDEQ COMMENTS
PROJECT/TASK I APP.
,1 yti10 111 f 11, 1/
�.� GA F?
L
2594
0
p �XN .
A, R
2�1f 111111}11+
DRAWN:
CM 09/21/2017
CHECKED:
SL 08/02/2017
APP. FORBID:
APP. FOR CONST.:
LICENSE #F-1223
ERM NC, INC.
1 n720 BRUHAM HILL AVENUE, SUITE 120
CHARLOTTE, NORTH CAROLINA 28277
[phone]
SCALE: AS NOTED
Atlantic Coast Pipeline, LLC_
925 White Oaks Blvd. Bridgeport, West Virginia 26330 / 681-842-8000
TITLE: ATLANTIC COAST PIPELINE
LIST OF IMPACTED WATERBODIES IN NC
DISTRICT: COUNTY. STATENC GROUP DWG. NO. REV.
DIR/F/LEACP\North Carolina\Details\Waterbody List 9 OF 11 0
State/Commonwealth or Federal
Project
Waterbody
State
Facilities Crossed
Milepost
Unique ID
Feature
Construction Method
State Reg Class
Time of Year Restrictions (work
Segment
-Name
Regime
limited between dates listed)
Perm ROW,
Sury Corr, Temp
North Carolina
AP -2
ROW
93.6
sjop015
UNT to Mill Branch
Intermittent
Dam and Pump
C
NA
Perm ROW,
Sury Corr, Temp
UNT to John K
North Carolina
AP -2
ROW
110.5
sjop016
Swamp
Ephemeral
Open Cut
C
NA
Perm ROW,
Sury Corr, Temp
UNT to Polecat
North Carolina
AP -2
ROW
95.3
sjop018
Branch
Intermittent
Not Crossed by Centerline
C
NA
Perm ROW,
Sury Corr, Temp
North Carolina
AP -2
ROW
114.2
sjog001
UNT to Jumping Run
Perennial
1) Flume 2) Dam and Pump
C
NA
Perm ROW,
Sury Corr, Temp
North Carolina
AP -2
ROW
39.7
snabl00
UNT to Swift Creek
Intermittent
Dam and Pump
C
NA
Perm ROW,
Sury Corr, Temp
UNT to Flat Rock
North Carolina
AP -2
ROW
42.8
snabl03
Branch
Intermittent
Dam and Pump
C
NA
Perm ROW,
UNT to Flat Rock
North Carolina
AP -2
Sury Corr
44.0
snabl04
Branch
Intermittent
Not Crossed by Centerline
C
NA
Perm ROW,
UNT to Flat Rock
North Carolina
AP -2
Sury Corr
44.4
snabl05
Branch
Perennial
Not Crossed by Centerline
C
NA
Perm ROW,
Sury Corr, Temp
North Carolina
AP -2
ROW
44.4
snac001
Flat Rock Branch
Perennial
Open Cut
C, NSW
NA
Perm ROW,
AFSA, WSIV,
North Carolina
AP -2
Sury Corr
33.9
snag001
Fishing Creek
Perennial
HDD
NSW
February 15 to June 30
Perm ROW,
Sury Corr, Temp
North Carolina
AP -2
ROW
34.8
snag002
UNT to Fishing Creek
Intermittent
Dam and Pump
C
NA
Perm ROW,
North Carolina
AP -2
Sury Corr
34.8
snag003
UNT to Fishing Creek
Intermittent
Not Crossed by Centerline
C
NA
Perm ROW,
Sury Corr, Temp
North Carolina
AP -2
ROW
35.1
snag004
UNT to Fishing Creek
Intermittent
Dam and Pump
C
NA
Sury Corr, Temp
North Carolina
AP -2
ROW
50.7
snag005
UNT to Stony Creek
Perennial
Not Crossed by Centerline
C
NA
Perm ROW,
Sury Corr, Temp
North Carolina
AP -2
ROW
50.8
snag005
UNT to Stony Creek
Perennial
1) Flume 2) Dam and Pump
C
NA
Perm ROW,
Sury Corr, Temp
North Carolina
AP -2
ROW
50.2
snag007
UNT to Stony Creek
Perennial
Dam and Pump
C
NA
Perm ROW,
Sury Corr, Temp
North Carolina
AP -2
ROW
50.2
snag008
UNT to Stony Creek
Perennial
1) Dam and Pump 2) Flume
C
NA
Perm ROW,
Sury Corr, Temp
North Carolina
AP -2
ROW
50.2
snag008
UNT to Stony Creek
Perennial
Not Crossed by Centerline
C
NA
Perm ROW,
Sury Corr, Temp
North Carolina
AP -2
ROW
51.5
snag009
UNT to Stony Creek
Perennial
1) Dam and Pump 2) Flume
WSIV, NSW
NA
Perm ROW,
Sury Corr, Temp
North Carolina
AP -2
ROW
51.6
snag010
UNT to Stony Creek
Perennial
Dam and Pump
C
NA
Perm ROW,
Sury Corr, Temp
North Carolina
AP -2
ROW
44.8
snag012
Flat Rock Branch
Perennial
Open Cut
C, NSW
NA
Perm ROW,
Sury Corr, Temp
North Carolina
AP -2
ROW
39.9
snah001
UNT to Swift Creek
Intermittent
Dam and Pump
C
NA
Perm ROW,
Sury Corr, Temp
ATWS, Temp
North Carolina
AP -2
ROW
40.3
snah002
UNT to Swift Creek
Perennial
Dam and Pump
C
NA
Perm ROW,
North Carolina
AP -2
Sury Corr
40.6
snah003
Swift Creek
Perennial
HDD
AFSA, C, NSW
February 15 to June 30
Perm ROW,
Sury Corr, Temp
UNT to Flat Rock
North Carolina
AP -2
ROW
41.7
snah004
Branch
Perennial
Dam and Pump
C
NA
Perm ROW,
Sury Corr, Temp
UNT to Flat Rock
North Carolina
AP -2
ROW
41.6
snah005
Branch
Perennial
Dam and Pump
C
NA
Perm ROW,
Sury Corr, Temp
UNT to Flat Rock
North Carolina
AP -2
ROW
40.9
snah006
Branch
Perennial
Dam and Pump
C
NA
Perm ROW,
Sury Corr, Temp
UNT to Pig Basket
North Carolina
AP -2
ROW
47.2
snah008
Creek
Perennial
Dam and Pump
C
NA
Perm ROW,
Sury Corr, Temp
1) Dam and Pump 2) Flume 3)
North Carolina
AP -2
ROW
47.6
snah009
Pig Basket Creek
Perennial
Open Cut
C, NSW
NA
Perm ROW,
Sury Corr, Temp
UNT to Pig Basket
1) Dam and Pump 2) Open
North Carolina
AP -2
ROW
47.6
snah010
Creek
Intermittent
Cut
C
NA
PROJECT/TASK I APP.
,1 yti10 111 f 11, 1/
�.� GA F?
L
2594
0
p �XN .
A, R
2�1f 111111}11+
DRAWN:
CM 09/21/2017
CHECKED:
SL 08/02/2017
APP. FORBID:
APP. FOR CONST.:
LICENSE #F-1223
ERM NC, INC.
1 n720 BRUHAM HILL AVENUE, SUITE 120
CHARLOTTE, NORTH CAROLINA 28277
[phone]
SCALE: AS NOTED
Atlantic Coast Pipeline, LLC_
925 White Oaks Blvd. Bridgeport, West Virginia 26330 / 681-842-8000
TITLE: ATLANTIC COAST PIPELINE
LIST OF IMPACTED WATERBODIES IN NC
DISTRICT: COUNTY. STATENC GROUP DWG. NO. REV.
DIR/F/LEACP\North Carolina\Details\Waterbody List 9 OF 11 0

GENERAL NOTES AND COMMENTS:
SYM. I DATE I BY I REVISION INFORMATION
09/21/17 1 CM I ISSUED IN RESPONSE to NCDEQ COMMENTS RECIEVED SEPTEMBER 15, 2017
08/01/17 1 EB I ISSUED IN RESPONSE to NCDEQ COMMENTS
State/Commonwealth or Federal
Project
Waterbody
State
Facilities Crossed
Milepost
Unique ID
Feature
Construction Method
State Reg Class
Time of Year Restrictions (work
Segment
-Name
Regime
limited between dates listed)
Sury Corr, Temp
North Carolina
AP -2
ROW
49.2
snah016
UNT to Stony Creek
Perennial
Not Crossed by Centerline
C
NA
North Carolina
AP -2
Perm ROW,
8.5
snrg002
Creek
Perennial
Dam and Pump
C
NA
Sury Corr, Temp
North Carolina
AP -2
ROW
49.5
snah017
UNT to Stony Creek
Perennial
Dam and Pump
C
NA
North Carolina
AP -2
Perm ROW,
8.8
snrg003
Creek
Intermittent
Dam and Pump
C
NA
Sury Corr, Temp
North Carolina
AP -2
ROW
57.0
snah019
UNT to Sapony Creek
Intermittent
1) Flume 2) Open Cut
C
NA
North Carolina
AP -2
Perm ROW,
9.6
snrh004
UNT to Roanoke RI ver
Perennial
Dam and Pump
C
NA
Sury Corr, Temp
North Carolina
AP -2
ROW
54.9
snah020
UNT to Sapony Creek
Perennial
Dam and Pump
C
NA
North Carolina
AP -2
Perm ROW,
0.4
snrh005
Jacks Swamp
Intermittent
Dam and Pump
C
NA
North Carolina
AP -3
Sury Corr, Temp
0.2
snrh005
Jacks Swamp
Intermittent
Temp AR
C
NA
North Carolina
AP -2
ROW
53.3
snah021
UNT to Sapony Creek
Perennial
Open Cut
C
NA
Perm ROW,
North Carolina
AP -2
Sury Corr, Temp
1.9
snrh006
Jacks Swamp
Perennial
Open Cut
C, NSW
NA
North Carolina
AP -2
ROW
56.6
snah022
UNT to Sapony Creek
Perennial
1) Flume 2) Open Cut
C
NA
Perm ROW,
North Carolina
AP -2
Sury Corr, Temp
1.1
snrh007
UNT to Jacks Swamp
Intermittent
Dam and Pump
C
NA
North Carolina
AP -2
ROW
56.1
snah023
UNT to Sapony Creek
Perennial
Dam and Pump
C
NA
North Carolina
AP -2
Perm ROW,
8.5
snrh009
Creek
Perennial
Perm AR
C
NA
Sury Corr, Temp
UNT to Trouble Field
North Carolina
AP -2
ROW
56.3
snah024
Sapony Creek
Perennial
Open Cut
WSIV, NSW
NA
Perm ROW,
UNT to Trouble Field
North Carolina
AP -2
Sury Corr, Temp
8.3
snrh010
UNT to Flat Rock
Intermittent
Perm AR
C
NA
North Carolina
AP -2
ROW
42.1
snah025
Branch
Perennial
1) Flume 2) Open Cut
C, NSW
NA
Perm ROW,
North Carolina
AP -3
Sury Corr, Temp
10.3
snro001
UNT to Flat Rock
Perennial
Dam and Pump
C
NA
North Carolina
AP -2
ROW
42.2
snah026
Branch
Perennial
1) Flume 2) Open Cut
C
NA
North Carolina
AP -2
Temp ATWS
40.3
snah028
UNT to Swift Creek
Perennial
Not Crossed by Centerline
C
NA
Perm ROW,
Sury Corr, Temp
UNT to Flat Rock
North Carolina
AP -2
ROW
42.0
snah029
Branch
Intermittent
Dam and Pump
C
NA
Perm ROW,
UNT to Cypress
North Carolina
AP -3
Sury Corr, Temp
10.0
snro004
UNT to Bloomery
Perennial
Not Crossed by Centerline
C
NA
North Carolina
AP -2
ROW
65.1
snah030
Swamp
Perennial
Dam and Pump
C
NA
Perm ROW,
UNT to Cypress
North Carolina
AP -3
Sury Corr, Temp
3.6
snrp002
UNT to Bloomery
Intermittent
Dam and Pump
C, NSW
NA
North Carolina
AP -2
ROW
65.2
snah031
Swamp
Perennial
Dam and Pump
C
NA
Perm ROW,
UNT to Cypress
North Carolina
AP -3
Sury Corr, Temp
4.2
snrp003
Creek
Intermittent
Dam and Pump
C, NSW
NA
North Carolina
AP -2
ROW
65.6
snao001
UNT to Juniper Creek
Ephemeral
Dam and Pump
C
NA
Perm ROW,
UNT to Cypress
North Carolina
AP -3
Sury Corr, Temp
7.0
snrp005
UNT to Bloomers
Perennial
Dam and Pump
C, NSW
NA
North Carolina
AP -2
ROW
64.5
snao002
Swamp
Ephemeral
Dam and Pump
C
NA
Perm ROW,
North Carolina
AP -3
Sury Corr, Temp
11.6
snrp012
UNT to Beaverdam
Intermittent
Dam and Pump
C
NA
North Carolina
AP -2
ROW
63.5
snao003
Creek
Ephemeral
Dam and Pump
C
NA
North Carolina
AP -3
Perm ROW,
6.5
snrp015
Creek
Intermittent
Perm AR
C, NSW
NA
Sury Corr, Temp
UNT to Beaverdam
North Carolina
AP -2
ROW
63.3
snao004
Creek
Intermittent
Dam and Pump
C
NA
North Carolina
AP -3
Perm ROW,
5.9
snrp016
Creek
Perennial
Open Cut
C, NSW
NA
Sury Corr, Temp
UNT to Beaverdam
North Carolina
AP -2
ROW
63.3
snao005
Creek
Ephemeral
Dam and Pump
C
NA
North Carolina
AP -3
Perm ROW,
5.9
snrp017
Creek
Perennial
Cut
C, NSW
NA
North Carolina
AP -3
Sury Corr, Temp
11.2
snrr001
UNT to Toisnot
Intermittent
Perm AR
C
NA
North Carolina
AP -2
ROW
63.0
snao006
Swamp
Ephemeral
Dam and Pump
C
NA
Perm ROW,
UNT to Toisnot
North Carolina
AP -2
Sury Corr
62.7
snao007
Swamp
Intermittent
Dam and Pump
C
NA
Perm ROW,
UNT to Little Bear
North Carolina
AP -2
Sury Corr, Temp
181.6
sroe001
UNT to Toisnot
Intermittent
Not Crossed by Centerline
C
NA
North Carolina
AP -2
ROW
61.9
snao008
Swamp
Ephemeral
Dam and Pump
C
NA
Perm GB, Perm
North Carolina
AP -2
ROW, Sury Corr,
166.2
srof001
Mercer Branch
Intermittent
1) Dam and Pump 2) Flume
C, Sw
NA
Temp GB, Temp
North Carolina
AP -2
ROW
60.4
snao009
UNT to Tar River
Ephemeral
Dam and Pump
C
NA
Perm ROW,
ASFA, WSIV,
North Carolina
AP -2
Sury Corr
59.4
snao011
Tar River
Perennial
HDD
NSW
February 15 to June 30
North Carolina
AP -2
Perm ROW,
167.0
srof003
Black Branch
Intermittent
1) Dam and Pump 2) Flume
C, Sw
NA
North Carolina
AP -2
Sury Corr
59.1
snap002
UNT to Tar River
Intermittent
Dam and Pump
C
NA
Perm ROW,
UNT to Saddletree
North Carolina
AP -2
Sury Corr, Temp
172.4
srog001
Swamp
Intermittent
Dam and Pump
C
NA
North Carolina
AP -2
ROW
59.1
snap003
UNT to Tar River
Intermittent
Dam and Pump
C
NA
Perm ROW,
UNT to Saddletree
North Carolina
AP -2
Sury Corr, Temp
172.4
srog002
Swamp
Intermittent
Dam and Pump
C
NA
North Carolina
AP -2
ROW
58.8
snap004
UNT to Tar River
Perennial
Dam and Pump
C
NA
Perm ROW,
Sury Corr, Temp
UNT to Cypress
North Carolina
AP -3
ROW
7.8
snrb101
Creek
Ephemeral
Dam and Pump
C, NSW
NA
Perm ROW,
Sury Corr, Temp
North Carolina
AP -3
ROW
1.5
snrc001
UNT to Jack's Swamp
Ephemeral
Dam and Pump
C, NSW
NA
Perm ROW,
Sury Corr, Temp
North Carolina
AP -3
ROW
1.3
snrc002
UNT to Jack's Swamp
Ephemeral
Dam and Pump
C, NSW
NA
GENERAL NOTES AND COMMENTS:
SYM. I DATE I BY I REVISION INFORMATION
09/21/17 1 CM I ISSUED IN RESPONSE to NCDEQ COMMENTS RECIEVED SEPTEMBER 15, 2017
08/01/17 1 EB I ISSUED IN RESPONSE to NCDEQ COMMENTS
PROJECT/TASK I APP.
,1 yti10 111 f 11, 1/
�.� GA F?
L
25947
0
p
A, R
2�1f 111111}11+
DRAWN:
CM 09/21/2017
CHECKED:
SL 08/02/2017
APP. FORBID:
APP. FOR CONST.:
LICENSE #F-1223
ERM NC, INC.
1 n720 BRUHAM HILL AVENUE, SUITE 120
CHARLOTTE, NORTH CAROLINA 28277
[phone]
SCALE: AS NOTED
Atlantic Coast Pipeline, LLC_
925 White Oaks Blvd. Bridgeport, West Virginia 26330 / 681-842-8000
TITLE: ATLANTIC COAST PIPELINE
LIST OF IMPACTED WATERBODIES IN NC
DISTRICT: COUNTY. STATENC GROUP DWG. NO. REV.
D/R/F/LEACP\North Carolina\Details\Waterbody List 1 0 OF 11 0
State/Commonwealth or Federal
Project
Waterbody
State
Facilities Crossed
Milepost
Unique ID
Feature
Construction Method
State Reg Class
Time of Year Restrictions (work
Segment
-Name
Regime
limited between dates listed)
Perm ROW,
Sury Corr, Temp
UNT to Trouble Field
North Carolina
AP -2
ROW
8.5
snrg002
Creek
Perennial
Dam and Pump
C
NA
Perm ROW,
Sury Corr, Temp
UNT to Trouble Field
North Carolina
AP -2
ROW
8.8
snrg003
Creek
Intermittent
Dam and Pump
C
NA
Perm ROW,
Sury Corr, Temp
North Carolina
AP -2
ROW
9.6
snrh004
UNT to Roanoke RI ver
Perennial
Dam and Pump
C
NA
Perm ROW,
Sury Corr, Temp
North Carolina
AP -2
ROW
0.4
snrh005
Jacks Swamp
Intermittent
Dam and Pump
C
NA
North Carolina
AP -3
Temp AR
0.2
snrh005
Jacks Swamp
Intermittent
Temp AR
C
NA
Perm ROW,
Sury Corr, Temp
North Carolina
AP -2
ROW
1.9
snrh006
Jacks Swamp
Perennial
Open Cut
C, NSW
NA
Perm ROW,
Sury Corr, Temp
North Carolina
AP -2
ROW
1.1
snrh007
UNT to Jacks Swamp
Intermittent
Dam and Pump
C
NA
UNT to Trouble Field
North Carolina
AP -2
Perm AR
8.5
snrh009
Creek
Perennial
Perm AR
C
NA
UNT to Trouble Field
North Carolina
AP -2
Perm AR
8.5
snrh009
Creek
Perennial
Perm AR
C
NA
UNT to Trouble Field
North Carolina
AP -2
Perm AR
8.3
snrh010
Creek
Intermittent
Perm AR
C
NA
Perm ROW,
Sury Corr, Temp
North Carolina
AP -3
ROW
10.3
snro001
Cypress Creek
Perennial
Dam and Pump
C
NA
Perm ROW,
UNT to Cypress
North Carolina
AP -3
Sury Corr
10.2
snro002
Creek
Perennial
Dam and Pump
C
NA
Perm ROW,
Sury Corr, Temp
North Carolina
AP -3
ROW
10.0
snro003
Cypress Creek
Perennial
1) Dam and Pump 2) Flume
C
NA
Sury Corr, Temp
UNT to Cypress
North Carolina
AP -3
ROW
10.0
snro004
Creek
Perennial
Not Crossed by Centerline
C
NA
Perm ROW,
Sury Corr, Temp
UNT to Cypress
North Carolina
AP -3
ROW
3.6
snrp002
Creek
Intermittent
Dam and Pump
C, NSW
NA
Perm ROW,
Sury Corr, Temp
UNT to Cypress
North Carolina
AP -3
ROW
4.2
snrp003
Creek
Intermittent
Dam and Pump
C, NSW
NA
Perm ROW,
Sury Corr, Temp
UNT to Cypress
North Carolina
AP -3
ROW
7.0
snrp005
Creek
Perennial
Dam and Pump
C, NSW
NA
Perm ROW,
Sury Corr, Temp
North Carolina
AP -3
ROW
11.6
snrp012
UNT to Meherrin River
Intermittent
Dam and Pump
C
NA
UNT to Cypress
North Carolina
AP -3
Perm AR
6.5
snrp015
Creek
Intermittent
Perm AR
C, NSW
NA
Perm ROW,
Sury Corr, Temp
UNT to Cypress
1) Flume 2) Dam and Pump 3)
North Carolina
AP -3
ROW
5.9
snrp016
Creek
Perennial
Open Cut
C, NSW
NA
Perm ROW,
Sury Corr, Temp
UNT to Cypress
1) Dam and Pump 2) Open
North Carolina
AP -3
ROW
5.9
snrp017
Creek
Perennial
Cut
C, NSW
NA
North Carolina
AP -3
Perm AR
11.2
snrr001
UNT to Meherin River
Intermittent
Perm AR
C
NA
North Carolina
AP -3
Perm AR
10.8
snrr004
UNT to Meherin River
Ephemeral
Perm AR
C
NA
UNT to Richland
North Carolina
AP -2
Perm AR
177.6
sroc002
Swamp
Ephemeral
Perm AR
C, Sw
NA
Sury Corr, Temp
UNT to Little Bear
North Carolina
AP -2
ROW
181.6
sroe001
Swamp
Intermittent
Not Crossed by Centerline
C
NA
Perm ROW,
Sury Corr, Temp
North Carolina
AP -2
ROW
166.2
srof001
Mercer Branch
Intermittent
1) Dam and Pump 2) Flume
C, Sw
NA
Sury Corr, Temp
North Carolina
AP -2
ROW
166.8
srof002
UNT to Black Branch
Ephemeral
Not Crossed by Centerline
C
NA
Perm ROW,
Sury Corr, Temp
North Carolina
AP -2
ROW
167.0
srof003
Black Branch
Intermittent
1) Dam and Pump 2) Flume
C, Sw
NA
Perm ROW,
Sury Corr, Temp
UNT to Saddletree
North Carolina
AP -2
GB, Temp ROW
172.4
srog001
Swamp
Intermittent
Dam and Pump
C
NA
Perm ROW,
Sury Corr, Temp
UNT to Saddletree
North Carolina
AP -2
ROW
172.4
srog002
Swamp
Intermittent
Dam and Pump
C
NA
PROJECT/TASK I APP.
,1 yti10 111 f 11, 1/
�.� GA F?
L
25947
0
p
A, R
2�1f 111111}11+
DRAWN:
CM 09/21/2017
CHECKED:
SL 08/02/2017
APP. FORBID:
APP. FOR CONST.:
LICENSE #F-1223
ERM NC, INC.
1 n720 BRUHAM HILL AVENUE, SUITE 120
CHARLOTTE, NORTH CAROLINA 28277
[phone]
SCALE: AS NOTED
Atlantic Coast Pipeline, LLC_
925 White Oaks Blvd. Bridgeport, West Virginia 26330 / 681-842-8000
TITLE: ATLANTIC COAST PIPELINE
LIST OF IMPACTED WATERBODIES IN NC
DISTRICT: COUNTY. STATENC GROUP DWG. NO. REV.
D/R/F/LEACP\North Carolina\Details\Waterbody List 1 0 OF 11 0

GENERAL NOTES AND COMMENTS:
SYM. I DATE I BY I REVISION INFORMATION
09/21/17 1 CM I ISSUED IN RESPONSE to NCDEQ COMMENTS RECIEVED SEPTEMBER 15, 2017
08/01/17 1 EB I ISSUED IN RESPONSE to NCDEQ COMMENTS
State/Commonwealth or Federal
Project
Waterbody
State
Facilities Crossed
Milepost
Unique ID
Feature
Construction Method
State Reg Class
Time of Year Restrictions (work
Segment
-Name
Regime
limited between dates listed)
Perm ROW,
Sury Corr, Temp
UNT to Little Tenmile
1) Dam and Pump 2) Open
North Carolina
AP -2
ROW
172.0
srog003
Swamp
Intermittent
Dam and Pump
C
NA
Perm ROW,
Sury Corr, Temp
UNT to Little Tenmile
1) Dam and Pump 2) Flume 3)
North Carolina
AP -2
ROW
171.4
srog004
Swamp
Intermittent
Dam and Pump
C
NA
Perm ROW,
Sury Corr, Temp
UNT to Tenmile
North Carolina
AP -2
ROW
170.2
srog005
Swamp
Ephemeral
Dam and Pump
C
NA
Perm ROW,
Sury Corr, Temp
UNT Little Marsh
North Carolina
AP -2
ROW
164.2
srog006
Swamp
Intermittent
Dam and Pump
C
NA
Perm AR, Perm
ROW, Sury Corr,
North Carolina
AP -2
Temp ROW
182.3
sroh001
UNT to Bear Swamp
Perennial
Dam and Pump
C
NA
North Carolina
AP -2
Perm ROW,
73.4
swib100
Creek
Perennial
Dam and Pump
C
NA
Sury Corr, Temp
North Carolina
AP -2
ROW
182.2
sroh002
UNT to Bear Swamp
Intermittent
Not Crossed by Centerline
C
NA
North Carolina
AP -2
Perm ROW,
72.3
swic001
Creek
Intermittent
Dam and Pump
C
NA
Sury Corr, Temp
AFSA, WSV,
North Carolina
AP -2
ROW
181.7
sroh003
UNT to Bear Swamp
Intermittent
Dam and Pump
C
NA
Perm ROW,
UNT to Contentnea
North Carolina
AP -2
Sury Corr, Temp
73.8
swic003
Creek
Ephemeral
Not Crossed by Centerline
C
NA
North Carolina
AP -2
ROW
181.7
sroh004
UNT to Bear Swamp
Intermittent
Dam and Pump
C
NA
Perm ROW,
UNT to Millstone
1) Dam and Pump 2) Open
North Carolina
AP -2
Sury Corr, Temp
67.7
swio001
Creek
Intermittent
Cut
C
NA
North Carolina
AP -2
ROW
181.6
sroh005
UNT to Bear Swamp
Perennial
Dam and Pump
C
NA
Perm ROW,
UNT to Millstone
1) Dam and Pump 2) Open
North Carolina
AP -2
Sury Corr, Temp
67.8
swio002
UNT to Moss Neck
Perennial
Cut
C
NA
North Carolina
AP -2
ROW
181.3
sroh007
Swamp
Intermittent
Dam and Pump
C
NA
Perm ROW,
North Carolina
AP -2
Sury Corr, Temp
68.3
swio003
UNT to Marsh Swamp
Intermittent
Dam and Pump
C
NA
North Carolina
AP -2
ROW
181.1
sroh008
Moss Neck Swamp
Perennial
1) Dam and Pump 2) Flume
C, SW
NA
Perm ROW,
North Carolina
AP -2
Sury Corr, Temp
69.1
swio004
UNT to Marsh Swamp
Perennial
1) Dam and Pump 2) Flume 3)
C
NA
North Carolina
AP -2
ROW
174.0
sroh010
Raft Swamp
Perennial
Open Cut
WSIV, SW
NA
Perm ROW,
UNT to Little Marsh
1) Dam and Pump 2) Open
North Carolina
AP -2
Sury Corr, Temp
69.3
swio005
Swamp
Perennial
Cut
C
NA
North Carolina
AP -2
ROW
161.9
sroh011
Intermittent
Dam and Pump
C
NA
Sury Corr, Temp
UNT to Saddletree
North Carolina
AP -2
Perm AR
172.0
sroh013
Swamp
Intermittent
Perm AR
C
NA
Perm ROW,
UNT to Saddletree
North Carolina
AP -2
Perm AR
172.0
sroh013
Swamp
Intermittent
Perm AR
C
NA
North Carolina
AP -2
Perm ROW,
69.7
swio007
Marsh Swamp
Perennial
Open Cut
C, NSW
NA
Sury Corr, Temp
UNT to Saddletree
North Carolina
AP -2
ROW
171.8
sroh015
Swamp
Intermittent
Dam and Pump
C
NA
North Carolina
AP -2
Perm ROW,
70.5
swio008
UNT to Marsh Swamp
Perennial
Dam and Pump
C
NA
North Carolina
AP -2
Sury Corr
160.4
sroo001
Gallberry Swamp
Perennial
Not Crossed by Centerline
C, SW
NA
North Carolina
AP -2
Perm ROW
160.5
sroo001
Gallberry Swamp
Perennial
Not Crossed by Centerline
C, SW
NA
North Carolina
AP -2
Perm GB, Temp
70.4
SW0009
UT to Saddletree
Perennial
Dam and Pump
C
NA
North Carolina
AP -2
GB
172.4
sroo002
Swamp
Ephemeral
Not Crossed by Centerline
C
NA
Perm ROW,
1) Dam and Pump 2) Flume 3)
North Carolina
AP -2
Sury Corr, Temp
71.0
swio011
UNT to Marsh Swamp
Perennial
Open Cut
C
NA
North Carolina
AP -2
ROW
178.5
srop001
Burnt Swamp
Perennial
1) Flume 2) Dam and Pump
C
NA
Perm ROW,
1) Dam and Pump 2) Open
North Carolina
AP -2
Sury Corr, Temp
71.0
swio012
UNT to Marsh Swamp
Intermittent
Cut
C
NA
North Carolina
AP -2
ROW
178.6
srop002
UNT to Burnt Swamp
Ephemeral
1) Flume 2) Dam and Pump
C
NA
Perm ROW,
North Carolina
AP -2
Sury Corr, Temp
70.9
swio013
UNT to Marsh Swamp
Perennial
Open Cut
C
NA
ATWS, Temp
North Carolina
AP -2
ROW, Temp TS
179.2
srop003
UNT to Burnt Swamp
Perennial
1) Flume 2) Dam and Pump
C
NA
North Carolina
AP -2
Perm ROW,
66.1
swio015
UNT to Juniper Creek
Perennial
Dam and Pump
C
NA
Sury Corr, Temp
1) Dam and Pump 2) Flume 3)
North Carolina
AP -2
ROW
119.7
ssaa001
Beaverdam Swamp
Perennial
Open Cut
C, SW
NA
North Carolina
AP -2
Perm AR
122.5
ssag001
UNT to Mingo Swamp
I ntermittent
Perm AR
C
NA
North Carolina
AP -2
Perm AR
122.5
ssag001
UNT to Mingo Swamp
I ntermittent
Perm AR
C
NA
North Carolina
AP -2
Perm ROW,
74.4
swio017
Branch
Ephemeral
Perm AR
C
NA
Sury Corr, Temp
UNT to Buckhorn
1) Dam and Pump 2) Open
North Carolina
AP -2
ROW
116.9
ssao001
Little Juniper Run
Perennial
Cut
C, SW
NA
Perm ROW,
Sury Corr, Temp
UNT to Contentnea
North Carolina
AP -2
ROW
115.4
ssao003
UNT to Juniper Run
Ephemeral
Dam and Pump
C
NA
Perm ROW,
Sury Corr, Temp
UNT to Starlins
1) Dam and Pump 2) Open
North Carolina
AP -2
ROW
121.9
ssao004
Swamp
Intermittent
Cut
C
NA
Perm ROW,
Sury Corr, Temp
UNT to Buckhorn
1) Dam and Pump 2) Open
North Carolina
AP -2
ROW
122.3
ssao005
Starlins Swamp
Perennial
Cut
C, SW
NA
Perm ROW,
Sury Corr, Temp
UNT to Contentnea
1) Dam and Pump 2) Open
North Carolina
AP -2
ROW
122.2
ssao006
Starlins Swamp
Perennial
Cut
C, SW
NA
GENERAL NOTES AND COMMENTS:
SYM. I DATE I BY I REVISION INFORMATION
09/21/17 1 CM I ISSUED IN RESPONSE to NCDEQ COMMENTS RECIEVED SEPTEMBER 15, 2017
08/01/17 1 EB I ISSUED IN RESPONSE to NCDEQ COMMENTS
PROJECT/TASK I APP.
,1 yti10 111 f 11, 1/
�.� GA F?
L
25947
0
p
A, R
2�1f 111111}11+
DRAWN:
CM 09/21/2017
CHECKED:
SL 08/02/2017
APP. FORBID:
APP. FOR CONST.:
LICENSE #F-1223
ERM NC, INC.
1 n720 BRUHAM HILL AVENUE, SUITE 120
CHARLOTTE, NORTH CAROLINA 28277
[phone]
SCALE: AS NOTED
Atlantic Coast Pipeline, LLC_
925 White Oaks Blvd. Bridgeport, West Virginia 26330 / 681-842-8000
TITLE: ATLANTIC COAST PIPELINE
LIST OF IMPACTED WATERBODIES IN NC
DISTRICT: COUNTY. STATENC GROUP DWG. NO. REV.
D/R/F/LEACP\North Carolina\Details\Waterbody List 11 OF 11 0
State/Commonwealth or Federal
Project
Waterbody
State
Facilities Crossed
Milepost
Unique ID
Feature
Construction Method
State Reg Class
Time of Year Restrictions (work
Segment
-Name
Regime
limited between dates listed)
Perm ROW,
Sury Corr, Temp
1) Dam and Pump 2) Open
North Carolina
AP -2
ROW
118.9
ssao007
Beaverdam Swamp
Perennial
Cut
C, SW
NA
Perm ROW,
Sury Corr, Temp
1) Dam and Pump 2) Flume 3)
North Carolina
AP -2
ROW
117.2
ssap003
Juniper Run
Perennial
Open Cut
C, SW
NA
Perm ROW,
Sury Corr, Temp
UNT to Contentnea
North Carolina
AP -2
ROW
73.1
swib100
Creek
Perennial
Dam and Pump
C
NA
Perm ROW,
Sury Corr, Temp
UNT to Contentnea
North Carolina
AP -2
ROW
73.3
swib100
Creek
Perennial
Dam and Pump
C
NA
Perm ROW,
Sury Corr, Temp
ATWS, Temp
UNT to Contentnea
North Carolina
AP -2
ROW
73.4
swib100
Creek
Perennial
Dam and Pump
C
NA
Perm ROW,
Sury Corr, Temp
UNT to Contentnea
North Carolina
AP -2
ROW
72.3
swic001
Creek
Intermittent
Dam and Pump
C
NA
Perm ROW,
AFSA, WSV,
North Carolina
AP -2
Sury Corr
73.6
swic002
Contentnea Creek
Perennial
HDD
NSW
February 15 to June 30
Sury Corr, Temp
UNT to Contentnea
North Carolina
AP -2
ATWS
73.8
swic003
Creek
Ephemeral
Not Crossed by Centerline
C
NA
Perm ROW,
Sury Corr, Temp
UNT to Millstone
1) Dam and Pump 2) Open
North Carolina
AP -2
ROW
67.7
swio001
Creek
Intermittent
Cut
C
NA
Perm ROW,
Sury Corr, Temp
UNT to Millstone
1) Dam and Pump 2) Open
North Carolina
AP -2
ROW
67.8
swio002
Creek
Perennial
Cut
C
NA
Perm ROW,
Sury Corr, Temp
North Carolina
AP -2
ROW
68.3
swio003
UNT to Marsh Swamp
Intermittent
Dam and Pump
C
NA
Perm ROW,
Sury Corr, Temp
North Carolina
AP -2
ROW
69.1
swio004
UNT to Marsh Swamp
Perennial
Dam and Pump
C
NA
Perm ROW,
Sury Corr, Temp
1) Dam and Pump 2) Open
North Carolina
AP -2
ROW
69.3
swio005
UNT to Marsh Swamp
Perennial
Cut
C
NA
Perm ROW,
Sury Corr, Temp
North Carolina
AP -2
ROW
69.5
swio006
UNT to Marsh Swamp
Intermittent
Dam and Pump
C
NA
Perm ROW,
Sury Corr, Temp
North Carolina
AP -2
ROW
69.7
swio007
Marsh Swamp
Perennial
Open Cut
C, NSW
NA
Perm ROW,
Sury Corr, Temp
North Carolina
AP -2
ROW
70.5
swio008
UNT to Marsh Swamp
Perennial
Dam and Pump
C
NA
Perm ROW,
Sury Corr, Temp
North Carolina
AP -2
ROW
70.4
SW0009
UNT to Marsh Swamp
Perennial
Dam and Pump
C
NA
Perm ROW,
Sury Corr, Temp
1) Dam and Pump 2) Flume 3)
North Carolina
AP -2
ROW
71.0
swio011
UNT to Marsh Swamp
Perennial
Open Cut
C
NA
Perm ROW,
Sury Corr, Temp
1) Dam and Pump 2) Open
North Carolina
AP -2
ROW
71.0
swio012
UNT to Marsh Swamp
Intermittent
Cut
C
NA
Perm ROW,
Sury Corr, Temp
North Carolina
AP -2
ROW
70.9
swio013
UNT to Marsh Swamp
Perennial
Open Cut
C
NA
Perm ROW,
Sury Corr, Temp
North Carolina
AP -2
ROW
66.1
swio015
UNT to Juniper Creek
Perennial
Dam and Pump
C
NA
Perm ROW,
Sury Corr, Temp
North Carolina
AP -2
ROW
66.3
swio016
UNT to Juniper Creek
Intermittent
Dam and Pump
C
NA
UNT to Buckhorn
North Carolina
AP -2
Perm AR
74.4
swio017
Branch
Ephemeral
Perm AR
C
NA
UNT to Buckhorn
North Carolina
AP -2
Perm AR
74.4
swio017
Branch
Ephemeral
Perm AR
C
NA
Perm ROW,
Sury Corr, Temp
UNT to Contentnea
North Carolina
AP -2
ROW
72.2
swip001
Creek
Ephemeral
Dam and Pump
C
NA
Perm ROW,
Sury Corr, Temp
UNT to Buckhorn
North Carolina
AP -2
ROW
74.6
swip002
Branch
Ephemeral
Dam and Pump
C
NA
Perm ROW,
Sury Corr, Temp
UNT to Buckhorn
1) Dam and Pump 2) Open
North Carolina
AP -2
ROW
74.9
swip003
Branch
Ephemeral
Cut
C
NA
Perm ROW,
Sury Corr, Temp
UNT to Contentnea
North Carolina
AP -2
ROW
74.1
swip006
Creek
Intermittent
Dam and Pump
C
NA
Sury Corr, Temp
UNT to Contentnea
North Carolina
AP -2
ROW
73.9
swip008
Creek
Intermittent
Not Crossed by Centerline
C
NA
Perm ROW,
Sury Corr, Temp
UNT to Buckhorn
North Carolina
AP -2
ROW
75.8
Swip009
Branch
Intermittent
Not Crossed by Centerline
C
NA
Perm ROW,
Sury Corr, Temp
UNT to Buckhorn
North Carolina
AP -2
ROW
75.8
swip017
Branch
Perennial
Dam and Pump
C
NA
PROJECT/TASK I APP.
,1 yti10 111 f 11, 1/
�.� GA F?
L
25947
0
p
A, R
2�1f 111111}11+
DRAWN:
CM 09/21/2017
CHECKED:
SL 08/02/2017
APP. FORBID:
APP. FOR CONST.:
LICENSE #F-1223
ERM NC, INC.
1 n720 BRUHAM HILL AVENUE, SUITE 120
CHARLOTTE, NORTH CAROLINA 28277
[phone]
SCALE: AS NOTED
Atlantic Coast Pipeline, LLC_
925 White Oaks Blvd. Bridgeport, West Virginia 26330 / 681-842-8000
TITLE: ATLANTIC COAST PIPELINE
LIST OF IMPACTED WATERBODIES IN NC
DISTRICT: COUNTY. STATENC GROUP DWG. NO. REV.
D/R/F/LEACP\North Carolina\Details\Waterbody List 11 OF 11 0

'r�
NORTHAMPTON COMPRESSOR STATION
EROSION AND SEDIMENT CONTROL PLAN
NORTHAMPTON
� NORTH CAROLINA
GENERAL NOTES
1. THE GENERAL NOTES AND LEGEND PROVIDED ON THIS SHEET APPLY
TO ALL DRAWINGS, UNLESS OTHERWISE INDICATED.
2. THESE DRAWINGS ARE INTENDED FOR APPLICATION PURPOSES
ONLY, AND ARE NOT RELEASED FOR CONSTRUCTION.
3. CONTOUR LINES ARE INDICATED AT 2 -FOOT INTERVALS WITH
ELEVATIONS MEASURED ABOVE MEAN SEAL LEVEL (MSL) DATUM,
UNLESS OTHERWISE INDICATED.
4. SCALES AS ARE INDICATED ON EACH DRAWING.
5. EXISTING CONTOURS REPRESENT THE TOPOGRAPHY OF THE SITE IN
NOVEMBER 2015; TOPOGRAPHY PROVIDED BY DON F. CHANDLER.
6. CONTRACTOR SHALL NOTIFY NORTH CAROLINA "DIG SAFE"
(1-800-632-4949) AT LEAST 3 DAYS PRIOR TO SUBSURFACE
DISTURBANCE. CONTRACTOR SHALL BE RESPONSIBLE FOR
VERIFYING THE LOCATION OF ALL SITE UTILITIES PRIOR TO THE
INITIATION OF ANY EXPLORATORY OR CONSTRUCTION ACTIVITIES.
7. CONTRACTOR SHALL MANAGE STORMWATER THROUGHOUT
CONSTRUCTION ACTIVITIES AND PREVENT THE MIGRATION OF
SEDIMENTS FROM THE SITE.
8. CONTRACTOR SHALL INSTALL TEMPORARY, AS REQUIRED, AND
THREE PERMANENT BENCHMARKS PRIOR TO CONSTRUCTION. THE
LOCATION OF ALL BENCHMARKS SHALL BE FIELD DETERMINED BY
THE ENGINEER. ALL BENCHMARKS SHALL BE PROTECTED AND/OR
RELOCATED IF A BENCHMARK MUST BE DISTURBED DURING
CONSTRUCTION. BENCHMARKS SHALL BE REFERENCED TO THE
NATIONAL GEODETIC VERTICAL DATUM (NGVD).
9. CONTRACTOR SHALL CONTROL AND MONITOR ALL CONSTRUCTION
ACTIVITIES ON THE SITE TO ASSURE THAT NO ENVIRONMENTAL
RELEASES TO OFFSITE AIR AND WATER RESOURCES OCCURS; ANY
RELEASES SHALL IMMEDIATELY BE REPORTED TO THE OWNER,
ENGINEER AND APPROPRIATE REGULATORY AGENCIES.
10. PROJECT IS LOCATED IN THE ROANOKE RIVER BASIN.
SYM. I DATE
LIST OF DRAWINGS
DRAWING NO. TITLE
E9931 K COVER SHEET
E9931 KA EROSION 8 SEDIMENTATION
CONTROL PLAN
E9931 K13 EROSION & SEDIMENTATION
BY
10/20/17 1 CM
08/02/17 1 EB
02/15/17 1 TS
CONTROL DETAILS
Notification of Combined Self -Monitoring and Self -Inspection Form:
The Sedimentation Pollution Control Act was amended in 2006 to require that persons responsible
for land -disturbing activities inspect a project after each phase of the project to make sure that the
approved erosion and sedimentation control plan is being followed. Rules detailing the
documentation of these inspections took effect October 1, 2010.
To simplify documentation of Self -Inspection reports and NPDES Self -Monitoring Reports, DWQ
and DEMLR developed a combined form. The self -inspection program is separate from the weekly
self-monitoring program of the NPDES Stormwater Permit for Construction Activities. The focus of the
self -inspection report is the installation and maintenance of erosion and sedimentation control measures
according to the approved plan. The inspections should be conducted after each phase of the project,
and continued until permanent ground cover is established. The form can be accessed at:
http://portal.ncdenr.org/web/ir/erosion
If you have questions or cannot access the form, please contact the Raleigh Regional Office at
[phone].
REVISION INFORMATION
REVISED LIMITS OF DISTURBANCE
REVISED IN RESPONSE TO NCDEQ COMMENTS
ISSUED FOR CONSTRUCTION
PROJECT/TASK I APP.
0345197 SL
0345197 SL
0345197 SL
tittt�t}rlrll/��/
0.
4294
/1j 1111111}}4t\i
UCENSE #E-1223
ERM NC, INC.
15720 BRIXHAM HILL AVENUE, SUITE 120
CHARLOTTE, NORTH CAROLINA 28277
[phone]
SITE LAYOUT MAP
CIS
2000
SCALE (IN FEET)
ORIGINAL CONSTRUCTION INFORMATION
PROJECT/TASK:
0345197
DRAWN:
CWM
CHECKED:
—
APP. FORBID
—
APP. FOR CONST.:
—
SCALE:
1 to
= 100'-0"
-N-
Atlantic Coast Pipeline, LLC
925 White Oaks Blvd., Bridgeport, West Virginia 26330 / Phone: [phone]
10/20/17 FOR: NORTHAMPTON COMPRESSOR STATION
— TITLE: COVER SHEET
TOWN PLEASANT HILL, NCCOUNTY NORTHAMPTON GROUP DWG. NO.
DIR/FILE: I:\1800s\1875\Drawings PD E 9 9 31 K
REV.
2

i
I
STATION
NORTH
N N
I
I
I
6
BELTED SILT
TEMPO RY DNE Ol
9 9 31 K B BERM
1
�1K ENTBRANCES CONSTRUCTION
2984
E
1
9931 KB
STABILIZED CONSTRUCTION
ENTRANCES
TREES TO REMAIN
C35
� 118
s•
7 I I I
116 2-
zl
't,. 2 t+
9931K -\
i
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"goo
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GREENSVILLE COUNTY VIRGINIA
I
I I I
��u•?••V: TEMPORARY CONSTRUCTION B009W--
NORTH HAMPTON COUNTY NORTH CAROLINA
N
RETENTION
FENCE -
OFFICE BUILDING BSRF2) Irl t Y r'y, v
`:: `•;'- I I • DRUM STORAGE BUILDING
SEDIMENT - X X X X X X I \
t STRAP
110 •;.:a::"::
� OFFICE BUILDI�ICx.: ":,<xi.� . ✓� ;' e{:„.:„;.;r::.Y :`:•;:•;;.z. .aa,•. •..: ys a.::•.
I 3 TEL COM SHELT R _
i �B— 1 i �— 108 z � 10' x 12' ; ••+:,ua; n�... ;. ' ; � :.x ;.� .-,mss.. >....
LLJ
EL
lL J uj UTILITY GAS BUILDING 96 g?14
r
TEMPORARY o I :`:= x
BELTED SILT z
X
/ RETENTION DIVERSION BERM •`: Xx'
/ I—FENCE 9 9 K B n STORAGE BUILDING ”"
(BSRF2) j \ 6 - x MICROWAVE TOWER I I AUXILIARY BUILDING
/ 9 1 K B I I ! X10' FACE x 260' HT.;�
I
/ z o \ I i xN d\ -J
Z ^' 96
100—i x
�, oorr I I I
LIMIT ¢
MIT OF DISTURBANCE =Ei
(37.7 ACRES) ¢I
C14 90
TRUCK CONTANMENT
6
PROPOSED 42” AP -1 ACP PIPELINE I �� 9 31 B
TANK CONTAINMENT I I BELTED SILT ENTIO FENCE ( RF2)
5
,BELTED SILT \
9 31 K B /RETENTION FENCE _..
(BSRF2) OUTLET
PRO - D 36" ACP PIPELINE x
" x i TEMPORARY DIVERSIONBERM 31 K B
RETENTIONL FENCE
SURVEY DATUM �\ / ? 9931 K (BSRF2) OUTLET I '
UTM ZONE 17, US FEET _ _ o , ` _ ,� 1
CONTOUR INTERVAL : 2 FEET �, - - _/ `` �' x
J I .;...;... - 1
SITE LOCATION v x x x x xAl
xBu
LAT 360 32'39.48" PROPOS/// 86 88
I
LONG 770 30'30.97" - 20" AP -3 ACP PIPELINE _ _ _ A 20" AP -3 PROPOSED REALIGNMENT PIPELINE
d / 84 0
-81 I I I I I I I I I I I I I I I I I I
op7 �
/ Lc�f —
TEMPORARY DIVERSION Rj �_
LEGEND 86 6
9 9 31 K B \ > �'k <4 TEMPORARY [
M\� 82 I I f BERM 9931 K B
-400- — EXISTING INDEX CONTOUR - L L -D LGD ❑D
EXISTING INTERMEDIATE CONTOUR KIMMER T BASIN
90 PROPOSED GRADING CONTOUR
BELTED SILT RETENTION FENCE (BSRF2) Z c:1 �1K
9931 KB /
BSRF-rl-- BELTED SILT RETENTION FENCE (BSRF2)
TEMPORARY DIVERSION DAM
TEMPORARY CONSTRUCTION BOUNDARY
LOD LIMIT OF DISTURBANCE
— PERMANENT MAINTAINED AREA
— X X CHAINLINK FENCE
OVERHEAD UTILITY
POWER POLE
ISSUED FOR
o _
10/20/2017
SCALE
CONSTRUCTION
GENERAL NOTES AND COMMENTS: SYM. DATE BY REVISION INFORMATION PROJECT/TASK APP.
��,,,I,III!,,,��� ORIGINAL CONSTRUCTION INFORMATION Atlantic Coast Pipeline, LLC
,1LLt,1� CAR© 925 White Oaks Blvd., Bridgeport, West Virginia 26330 / Phone: [phone]
(� •.'58{ %y' PROJECT/TASK: 0345197
FOR:
Q DRAWN: CWM 10/20/2017
NORTHAMPTON COMPRESSOR STATION
_ _
024
CHECKED: _ _ TITLE: EROSION AND SEDIMENT CONTROL PLAN
(� `c (� ,,. LICENSE #F-1223 APP. FOR BID:
2 10/20/17 REVISED LIMITS OF DISTURBANCE 0345197 ' , ' 1G? — —
'.,�CQr, �VGIN \� ERM NC INC._ _ GROUP DWG. NO. REV.
N102/15/171
08/02/17 EB REVISED IN RESPONSE TO NCDEO COMMENTS 0345197 SL i rt Lr APP FOR CONST • TOWN: PLEASANT HILL, NC COUNTY: NORTHAMPTON�4I1572D RRIXHAM HILL AVENUE, SUITE 120 TS ISSUED FOR CONSTRUCTION 0345197 SL crIARLorrEiroa�� 8345 zsz77 SCALE: 1" = 100'-0" DIR/FILE: I:\1800s\1875\Drawings P D E 9 9 31 KA 2

1
9931K
GROUND Q
PUBLIC STREET
STONE
STREET
GENERAL NOTES: '
1. A STABILIZED PAD OF WASHED STONE SHALL BE LOCATED WHERE TRAFFIC WILL BE ENTERING OR LEAVING A
CONSTRUCTION SITE TO OR FROM t. PyBUC STREET.
2. STONE TO BE SURGE STONE OR 2 -3 RAILROAD BALLAST
3. THE ENTRANCE SHALL BE MAINTAINED IN A CONDITION WHICH WALL PREVENT TRACKING OR FLOWING OF SEDIMENT
gO�NpTNOEPUUgBLICpNSpTIR�E�E�TgS OERMEEXXII�STIINGpPAVEMENT. THIS RMAY EpR�Ep�UIIREE�PERIIODIC TOP��DgREUS�SII�NG7pWITH�A�DDIITIIOMNEA�L7
4. ALL SEDIMENT SPILLED.DDROPPED,NWASHED OR TRACK ONTO PLIBLICNSTlMUST BE REMOVED IMMEDIATELY.
5 pWASS�HIINyG IISgSRE REQUIRED WHEELS
SHALL BE DONE OND ASN AREA STABILIZED WITH CRUSHEDTSTONE WHICHLIDRAINS INTWHEN
AN
6. FILTER EIRITISHALTL�IMIRAR 500 OR EQUIVALENT.
STABILIZED CONSTRUCTION ENTRANCE DETAIL
SLT
m
SILT FENCE STONE OUTLET
11.. MAXIMUM STONE DIAMETER SHALL
BE 0.5'.
2. THE GRADE SHALL BE ZERO FOR
THE LENGTH OF THE APRON.
F
3
SIT FENCE M
DISn1RBED AREA
SECTION A -A'
NOT TO SCALE
5 SILT FENCE STONE OUTLET DETAIL
9931 KA NOT TO SCALE
C: \Users\jesoor.rahmani\Desktop\Pipeline Project\Northampton\DETAIL outlet. jpg
26"
22"
1 V TO TOE
OF SLOPE BONDING STRIP
(1" x B" x 24")
FABRIC TO BE 24" ABOVE GROUND
WITH "J" IN TRENCH 4 STAPLES
3
1 x 1-
( )
26"
24" F 4"
rx8
22"TOE IN AND COMPACT BACKFILL
SIDE VIEW
Black Band i 6' MAX O.C.
FRONT ELEVATION
GROUND LINE
------ -- --
BOTTOM OF
TRENCH LINE
POST OAK
(18" x 18" x 48")
(OR EQUAL DENSITY)
REPAIR DETAIL
ATTACHING TWO SILT FENCES
WHEN TRENCHING IS USED
PLACE THE END POST
OF ONE FENCE INSIDE
THE END POST OF THE
OTHER FENCE
ROTATE BOTH POST AT
LEAST 160' IN A
CLOCKWISE DIRECTION
TO CREATE A TIGHT
SEAL WITH THE FABRIC
MATERIAL
DIRECTION OF RUNOFF WATER DRIVE BOTH POSTS
l 1 l 1 ABOUT 12 INCHES INTO
THE GROUND AND
BURY THE FLAP IN A
TRENCH
PLAN VIEW
2 BELTED SILT RETENTION FENCE PRIORITY 2 BSRF2
9931 KA NOT TO SCALE
NOTES:
1. PRIORITY 1 - GREEN BAND BELTED SILT RETENTION FENCE SHALL BE INSTALLED UPGRADIENT OF
WATERBODIES, WETLANDS, AND OTHER SENSITIVE RESOURCES.
2. USE OF BSRF PRIORITY 1 AND 2 IN OTHER AREAS WILL BE AT THE DISCRETION OF THE OWNER.
3. IF BSRF DOES NOT PERFORM TO SPECIFICATIONS, THEN STANDARD SILT FENCE WILL BE USED.
MAINTENANCE:
1 INSPECT SEDIMENT FENCES AT LEAST ONCE A WEEK AND AFTER EACH RAINFALL MAKE ANY
MAXIMUM LEVEL OF SEDIMENT
COLLECTED (CLEAN BASIN OUT
WHEN THIS LEVEL REACHED)
a
"moo
Bad -a
PLASTIC SLOPE OWN PIPE
1PRACTCE STANDARD 6.321
OR
GEOIExTILE LINING
STEEL POSTS IQUANTEFY VAR I \
b.
�.s
E\
��� _
T.. - '\\
TEMPORARY OR
PERMANENT DITCH
COIR FIBER BAFFLES
iPRACTICE STANDARD 6.651
SKIVNIER (90
RISER STRUCTURE
/Eh�13«Nk1"RENT
J STONE ENERGY'
A� DISSIPATOR
I
I
k%,,,,EK%RGENCY SPILLWAY
■� Ir
PLAN VIEW --,^:1 �1 cr
I W003STAKE
Cs V Er L POsr
1�SILT FENCE TOP OF DAM TOPOFEMBArhKl ,IF5
x
CARRY RIP RAP UP L (8' MIN.) CLASS 1 OR 2 RISER STRUCTURE
3' ♦ x RIP RAP 1TTAASHPACX7 t'"" ME AGENCY SIDES OF SPILLWAY
rrEfanuD-
_ _ _ _
fen,, e�Al IP RAP APRON (F}FRE®OARD (P MINI SRCIA".PREP -► .�_C "�'dlj� Vi_ ikP,'�;('�M.I;al•',.' Y �1''Yc.
(h}OPoNNG HEAD (1• NAtQ 1 4! a`L��a_'l. i��-iLl.�.�,(''`cY�l �(�-
i�sAk�c+i��i� �i�f�11t�AlM l�i�i�ll r
I
A/ #5 WASHED STONE Ind B PIP EL
\
Z x x SILT FENCE //� Y ` l `J/�`\ /�/`�IF11/ZZ,
RIP RAP APRON TO CONTINUE
TO LIMITS OF DISTURBED AREACls xS �'11tPAD
IAN71FL0YYZTKSNBLOCK SECTIONAL VIEW tcuy-m Arm-sEEP STABILIZED
TRENCH COLLAR OUTFr
(3' MIN.) 2' DEEP
ELEVATION OF BERM AND FILTER
NOTES
MAINTENANCE NOTES:
1. INSPECT RIPRAP OUTLET STRUCTURES WEEKLY AND AFTER
SIGNIFICANT (1/2 INCH OR GREATER) RAINFALL EVENTS TO
SEE IF ANY EROSION AROUND OR BELOW THE RIPRAP HAS
TAKEN PLACE, OR IF STONES HAVE BEEN DISLODGED.
MMEDIATELY MAKE ALL NEEDED REPAIRS TO PREVENT
FURTHER DAMAGE.
Temporary Sediment Trap Outlet Sediment Basin Principal Spillway Outlet*
Weir Stone Stone Apron Apron Apron Barrel Stone Stone Apron Apron Apron
Diameter, Diamater, Diameter, Thickness, Length, Width Elevation Diameter, Diamater, Diameter, Thickness, Length, Width Elevation
do (ft) ell dmax (ft) d (ft) La (ft) (ft) (ft) do (ft) d5O (ft) dmax (ft) d (ft) La (ft) (ft) (ft)
8 0.75 1.1 1.7 20 24.0 109 1.3 1 1.5 2.3 20 21.3 81
Sediment Basin Emer>ren€y Spillway Outlet
Spillway Stone Stone Apron Apron Apron
Diameter, Diamater, Diameter, Thickness, Length, Width Elevation
do (ft) d50 (ft) dmax (ft) d (ft) La (ft) (ft) (ft)
s 0.7 1.1 1.6 20 24.0 81
*Principal spillway outlet designed for worst-case scenario - full pipe flow -
higher than 10 -year storm discharge
6
OUTLET STABILIZATION STRUCTURE DETAIL9931 K
9�3K NOT TO SCALE
SYM.I DATE I BY
10/20/17 CM
08/02/17 EB
02/15/17 TS
7
UNDISTURBED 7 24" MIN.
SOIL DIVERSION BERM
AREAEli� AREA OF
FLOW 18" MIN. DISTURBANCE
NOTES:
1. DISCHARGE TO STABILIZED AREA.
2. INSPECT AFTER EVERY RUNOFF EVENT.
3. REPAIR/STABILIZE DOWNSTREAM AREA AS NECESSARY.
TEMPORARY DIVERSION DETAIL
NOT TO SCALE
REVISION INFORMATION
REVISED LIMITS OF DISTURBANCE
REVISED IN RESPONSE TO NCDEQ COMMENTS
ISSUED FOR CONSTRUCTION
APPLY LIME AND FERTILIZER ACCORDING TO SOIL TESTS, OR APPLY 4,000 LB/ACRE
GROUND AGRICULTURAL LIMESTONE AND 1,000 LB/ACRE 10-10-10 FERTILIZER.
MULCH
APPLY 4,000-5,000 LB/ACRE GRAIN STRAW, OR EQUIVALENT COVER OF ANOTHER
SUITABLE MULCHING MATERIAL. ANCHOR MULCH BY TACKING WITH ASPHALT, ROVING,
OR NETTING. NETTING IS THE PREFERRED ANCHORING METHOD ON STEEP SLOPES.
MAINTENANCE
REFERTILIZE IN THE SECOND YEAR UNLESS GROWTH IS FULLY ADEQUATE. MAY BE
MOWED ONCE OR TWICE A YEAR, BUT MOWING IS NOT NECESSARY. RESEED,
FERTILIZE, AND MULCH DAMAGED AREAS IMMEDIATELY.
STABILIZATION TIMEFRAMES
PERIMETER DIKES, SWALES, DITCHES, SLOPES 7 DAYS
HIGH QUALITY WATER (HQW) ZONES 7 DAYS
SLOPES STEEPER THAN 3:1 7 DAYS
SLOPES 3:1 OR FLATTER 14 DAYS
ALL OTHER AREAS (Slopes flatter than 4:1) 14 DAYS
PROJECT/TASK I APP.
, Jt% 111111,11
CARO
` oQ` ,ssi'r
02 94
" �)
0345197 SL
CRO .,NEIN• 1w,
�>>
0345197 SL
0345197 SL I
VEGETATION GROWING IN THE BOTTOM OF THE BASIN DOES NOT HOLD DOWN THE SKIMMER.
2. REPAIR THE BAFFLES IF THEY ARE DAMAGED. RE -ANCHOR THE BAFFLES IF WATER IS FLOWING UNDERNEATH
OR AROUND THEM.
3. IF THE SKIMMER IS CLOGGED WITH TRASH AND THERE IS WATER IN THE BASIN, USUALLY JERKING ON THE
ROPE WILL MAKE THE SKIMMER BOB UP AND DOWN AND DISLODGE THE DEBRIS AND RESTORE FLOW. IF THIS
DOES NOT WORK, PULL THE SKIMMER OVER TO THE SIDE OF THE BASIN AND REMOVE THE DEBRIS. ALSO
CHECK THE ORIFICE INSIDE THE SKIMMER TO SEE IF IT IS CLOGGED; IF SO REMOVE THE DEBRIS.
4. IF THE SKIMMER ARM OR BARREL PIPE IS CLOGGED, THE ORIFICE CAN BE REMOVED AND THE OBSTRUCTION
CLEARED WITH A PLUMBER'S SNAKE OR BY FLUSHING WITH WATER. BE SURE AND REPLACE THE ORIFICE
BEFORE REPOSITIONING THE SKIMMER.
5. CHECK THE FABRIC LINED SPILLWAY FOR DAMAGE AND MAKE ANY REQUIRED REPAIRS WITH FABRIC THAT
SPANS THE FULL WIDTH OF THE SPILLWAY. CHECK THE EMBANKMENT, SPILLWAYS, AND OUTLET FOR EROSION
DAMAGE, AND INSPECT THE EMBANKMENT FOR PIPING AND SETTLEMENT. MAKE ALL NECESSARY REPAIRS
IMMEDIATELY. REMOVE ALL TRASH AND OTHER DEBRIS FROM THE SKIMMER AND POOL AREAS.
6. 6. FREEZING WEATHER CAN RESULT IN ICE FORMING IN THE BASIN. SOME SPECIAL PRECAUTIONS SHOULD BE
TAKEN IN THE WINTER TO PREVENT THE SKIMMER FROM PLUGGING WITH ICE.
SEEDBED PREPARA TION NO TES.-
1. Surface water control measures to be installed
according to plan. 5. If soil test is taken, provide fertilizer and
2. Areas to be seeded shall be ripped and spread lime according to soil test report.
with available topsoil 3" deep. 6. Fertilizer and lime shall be applied uniformly
3. Loose rocks, roots and other obstructions shall and mixed with the soil during seedbed prepar-
be removed from the surface so that they will ation.
not interfere with establishment and maintenance 7 Additional erosion control measures may be
of vegetation. Surface for final seedbed required depending on field conditions.
preparation, at finish grades shown, shall be 8, Mulch to be tacked or mechanically tied down
reasonably smooth and uniform. within two days after mulch is spread.
4. If no soil test is taken, fertilizer and lime to g. Buffer zones to be used only as specifically
be according to seeding specifications above. denoted on plans.
In addition, provide 15 lbs./1000 s.f. of super- 10. Borrow and fill to be balanced on site.
phosphate.
CONSTRUCTION SEQUENCE
1. A pre -construction meeting should take place prior to start of
construction activities.
2. Begin clearing and grubbing site. Clear and grub only those areas
necessary for installation of the erosion control measures.
3. Install silt fence as shown on the plans.
4. Once erosion control measures have been installed and prior to sediment
removal activities, the site is to be inspected by NCDEQ - Land Quality.
5. Grade site according to contract documents. Maintain erosion control
devices as needed.
6. Install storm drainage as indicated on plans.
7. Grass or otherwise stabilize all areas as they are brought to final grades.
8. The contractor shall diligently and continuously maintain all erosion
control devices and structures to minimize erosion. Inspect and repair
measures after each rainfall and as needed throughout the project.
9. Contractor to leave all erosion control devices in place at the conclusion
of this contract. Contractor is to clean-out, repair and grass stabilize all
denuded areas. All areas will be returned to the state of existing conditions
prior to contract as a minimum.
10. It is the contractor's responsibility to contain sediment onsite.
Additional erosion control measures may be required by the Engineer.
11. All erosion control measures to be in accordance with the North Carolina ISSUED FOR
Erosion and Sediment Control Planning and Design Requirements and Land
Development Standards. 10/20/17
CONSTRUCTION
ORIGINAL CONSTRUCTION INFORMATION A
Basin
SEEDING SPECIFICATIONS.•
1. SEED AND PLACE MATTING FOR EROSION CONTROL ON INTERIOR AND EXTERIOR SIDESLDPIES.
925 White Oaks Blvd., Bridgeport, West Virginia 26330 / Phone: [phone]
PROJECT/TASK: 0345197
2. INSTALL A MINIMUM OF 3 COIR FIBER BAFFLES IN ACCORDANCE WITH PRACTICE STANDARD 6.65.
2.
SHOULD THE FABRIC OF A SEDIMENT FENCE COLLAPSE, TEAR, DECOMPOSE OR BECOME
,0/20/,7
3. INSTALL SKIMMER AND COUPLING TO RISER STRUCTURE OR DIRECTLY INTO EMBANKMENT I FT. FROM 50770M OF BA5;N.
CHECKED:
Bottom Bottom Weir Length at Width at Bottom Spillway Top
LICENSE #F-1223
4.THE ARM PIPE SHALL HAVE AMINIMUM LENGTH0F6FT, BETWEENTHESKIMMERAND COUPLING.
APP. FOR BID: -
INEFFECTIVE, REPLACE IT PROMPTLY.
Length Width Weir Length Spillway Spillway Elevation Elevation Embankment
Type
Basin
Embankment
Top
3.
3. REMOVE SEDIMENT DEPOSITS AS NECESSARY TO PROVIDE ADEQUATE STORAGE VOLUME FOR
(ft) (ft) Height (ft) (ft) (ft) (ft) (ft) (ft) Elevation (ft)
15 - Nov, 1
Tal l Fescue
Bottom Bottom Bottom Length at Riser Width at Side
Elevation Top Width
/ac,
or 7 l b. /1000 s. f.
121 21 3.5 12 135 35 106.5 110 111
THE NEXT RAIL AND TO REDUCE PRESSURE ON THE FENCE. TAKE CARE TO AVOID UNDERMINING
Nov,
Length (ft) Width (ft) Elevation (ft) (ft) Riser(ft) Depth (ft) Slopes
(ft) (ft) Side slopes
300
l b.
/ac,
or 7 l b, /1000 s. f.
392 72 81 400 80 2 2:1
1 87.5 8 2.5:1
r__3__ - SEDIMENT TRAP DETAIL
25
Barrel
Skimmer
Antiflotation Block
9931 K NOT TO SCALE
Mar,
Diameter
Orifice Sz. DewaterTime
300
l b,
/ac.
or 7 l b, /1000 s, f,
(i n) CSA (sq ft) Length (ft)
Size (in) (in) (days)
L(ft) W (ft) D (ft) Volume (Cu ft)
Mulled Common
30
l b.
15 1.2 501
2 4.5 2.17
2 2 1 4
INSPECT SEDIMENT TRAPS AT LEAST WEEKLY AND AFTER EACH SIGNIFICANT (1/2 INCH OR
MAINTENANCE NOTES:
Riser
Emergency Spillway
Baffles
1. INSPECT SEDIMENT TRAPS AT LEAST WEEKLY AND AFTER EACH SIGNIFICANT (1/2 INCH OR
Riser Crest Riser Inlet Riser Outlet
Control
Elevation Section Length
Ju 1,
GREATER) RAINFALL EVENT AND REPAIR IMMEDIATELY.
Tall Fescue and
Length (ft) Width (ft) Height (ft) Elevation (ft) Elevation (ft) Elevation
Width (ft) (ft) (ft)
Quantity Height (ft) Spacing (ft)
2. REMOVE SEDIMENT, AND RESTORE THE TRAP TO ITS ORIGINAL DIMENSIONS WHEN THE SEDIMENT
2.
1 2 2 2 85 81 82
8 86 20
4 5 so
HAS ACCUMULATED TO ONE-HALF THE DESIGN DEPTH OF THE TRAP. PLACE THE SEDIMENT THAT4
35
IS REMOVED IN A DESIGNATED DISPOSAL AREA., AND REPLACE THE PART OF THE GRAVEL
SKIMMER SEDIMENT BASIN DETAIL
FACING THAT IS IMPAIRED BY SEDIMENT.
3. CHECK THE STRUCTURE FOR DAMAGE FORM EROSION OR PIPING. PERIODICALLY CHECK THE
9931 K NOT TO SCALE
DEPTH OF THE SPILLWAY TO ENSURE IT IS A MINIMUM OF 1.5 FEET BELOW THE LOW POINT OF
Sorghum Sudan Hybrids 30
THE EMBANKMENT. IMMEDIATELY FILL ANY SETTLEMENT OF THE EMBANKMENT TO SLIGHTLY
MAINTENANCE NOTES:
ABOVE DESIGN GRADE. ANY RIPRAP DISPLACED FROM THE SPILLWAY MUST BE REPLACED
1. INSPECT SKIMMER SEDIMENT BASINS AT LEAST WEEKLY AND AFTER EACH SIGNIFICANT (ONE-HALF INCH OR
IMMEDIATELY.
GREATER) RAINFALL EVENT AND REPAIR IMMEDIATELY. REMOVE SEDIMENT AND RESTORE THE BASIN TO ITS
4. AFTER ALL SEDIMENT -PRODUCING AREAS HAVE BEEN PERMANENTLY STABILIZED, REMOVE THE
ORIGINAL DIMENSIONS WHEN SEDIMENT ACCUMULATES TO ONE-HALF THE HEIGHT OF THE FIRST BAFFLE. PULL
STRUCTURE, AND ALL UNSTABLE SEDIMENT. SMOOTH THE AREA TO BLEND WITH THE ADJOINING
THE SKIMMER TO ONE SIDE SO THAT THE SEDIMENT UNDERNEATH IT CAN BE EXCAVATED. EXCAVATE THE
AREAS, AND STABILIZE PROPERLY.
SEDIMENT FROM THE ENTIRE BASIN, NOT JUST AROUND THE SKIMMER OR THE FIRST CELL. MAKE SURE
MAINTENANCE NOTES:
1. INSPECT RIPRAP OUTLET STRUCTURES WEEKLY AND AFTER
SIGNIFICANT (1/2 INCH OR GREATER) RAINFALL EVENTS TO
SEE IF ANY EROSION AROUND OR BELOW THE RIPRAP HAS
TAKEN PLACE, OR IF STONES HAVE BEEN DISLODGED.
MMEDIATELY MAKE ALL NEEDED REPAIRS TO PREVENT
FURTHER DAMAGE.
Temporary Sediment Trap Outlet Sediment Basin Principal Spillway Outlet*
Weir Stone Stone Apron Apron Apron Barrel Stone Stone Apron Apron Apron
Diameter, Diamater, Diameter, Thickness, Length, Width Elevation Diameter, Diamater, Diameter, Thickness, Length, Width Elevation
do (ft) ell dmax (ft) d (ft) La (ft) (ft) (ft) do (ft) d5O (ft) dmax (ft) d (ft) La (ft) (ft) (ft)
8 0.75 1.1 1.7 20 24.0 109 1.3 1 1.5 2.3 20 21.3 81
Sediment Basin Emer>ren€y Spillway Outlet
Spillway Stone Stone Apron Apron Apron
Diameter, Diamater, Diameter, Thickness, Length, Width Elevation
do (ft) d50 (ft) dmax (ft) d (ft) La (ft) (ft) (ft)
s 0.7 1.1 1.6 20 24.0 81
*Principal spillway outlet designed for worst-case scenario - full pipe flow -
higher than 10 -year storm discharge
6
OUTLET STABILIZATION STRUCTURE DETAIL9931 K
9�3K NOT TO SCALE
SYM.I DATE I BY
10/20/17 CM
08/02/17 EB
02/15/17 TS
7
UNDISTURBED 7 24" MIN.
SOIL DIVERSION BERM
AREAEli� AREA OF
FLOW 18" MIN. DISTURBANCE
NOTES:
1. DISCHARGE TO STABILIZED AREA.
2. INSPECT AFTER EVERY RUNOFF EVENT.
3. REPAIR/STABILIZE DOWNSTREAM AREA AS NECESSARY.
TEMPORARY DIVERSION DETAIL
NOT TO SCALE
REVISION INFORMATION
REVISED LIMITS OF DISTURBANCE
REVISED IN RESPONSE TO NCDEQ COMMENTS
ISSUED FOR CONSTRUCTION
APPLY LIME AND FERTILIZER ACCORDING TO SOIL TESTS, OR APPLY 4,000 LB/ACRE
GROUND AGRICULTURAL LIMESTONE AND 1,000 LB/ACRE 10-10-10 FERTILIZER.
MULCH
APPLY 4,000-5,000 LB/ACRE GRAIN STRAW, OR EQUIVALENT COVER OF ANOTHER
SUITABLE MULCHING MATERIAL. ANCHOR MULCH BY TACKING WITH ASPHALT, ROVING,
OR NETTING. NETTING IS THE PREFERRED ANCHORING METHOD ON STEEP SLOPES.
MAINTENANCE
REFERTILIZE IN THE SECOND YEAR UNLESS GROWTH IS FULLY ADEQUATE. MAY BE
MOWED ONCE OR TWICE A YEAR, BUT MOWING IS NOT NECESSARY. RESEED,
FERTILIZE, AND MULCH DAMAGED AREAS IMMEDIATELY.
STABILIZATION TIMEFRAMES
PERIMETER DIKES, SWALES, DITCHES, SLOPES 7 DAYS
HIGH QUALITY WATER (HQW) ZONES 7 DAYS
SLOPES STEEPER THAN 3:1 7 DAYS
SLOPES 3:1 OR FLATTER 14 DAYS
ALL OTHER AREAS (Slopes flatter than 4:1) 14 DAYS
PROJECT/TASK I APP.
, Jt% 111111,11
CARO
` oQ` ,ssi'r
02 94
" �)
0345197 SL
CRO .,NEIN• 1w,
�>>
0345197 SL
0345197 SL I
VEGETATION GROWING IN THE BOTTOM OF THE BASIN DOES NOT HOLD DOWN THE SKIMMER.
2. REPAIR THE BAFFLES IF THEY ARE DAMAGED. RE -ANCHOR THE BAFFLES IF WATER IS FLOWING UNDERNEATH
OR AROUND THEM.
3. IF THE SKIMMER IS CLOGGED WITH TRASH AND THERE IS WATER IN THE BASIN, USUALLY JERKING ON THE
ROPE WILL MAKE THE SKIMMER BOB UP AND DOWN AND DISLODGE THE DEBRIS AND RESTORE FLOW. IF THIS
DOES NOT WORK, PULL THE SKIMMER OVER TO THE SIDE OF THE BASIN AND REMOVE THE DEBRIS. ALSO
CHECK THE ORIFICE INSIDE THE SKIMMER TO SEE IF IT IS CLOGGED; IF SO REMOVE THE DEBRIS.
4. IF THE SKIMMER ARM OR BARREL PIPE IS CLOGGED, THE ORIFICE CAN BE REMOVED AND THE OBSTRUCTION
CLEARED WITH A PLUMBER'S SNAKE OR BY FLUSHING WITH WATER. BE SURE AND REPLACE THE ORIFICE
BEFORE REPOSITIONING THE SKIMMER.
5. CHECK THE FABRIC LINED SPILLWAY FOR DAMAGE AND MAKE ANY REQUIRED REPAIRS WITH FABRIC THAT
SPANS THE FULL WIDTH OF THE SPILLWAY. CHECK THE EMBANKMENT, SPILLWAYS, AND OUTLET FOR EROSION
DAMAGE, AND INSPECT THE EMBANKMENT FOR PIPING AND SETTLEMENT. MAKE ALL NECESSARY REPAIRS
IMMEDIATELY. REMOVE ALL TRASH AND OTHER DEBRIS FROM THE SKIMMER AND POOL AREAS.
6. 6. FREEZING WEATHER CAN RESULT IN ICE FORMING IN THE BASIN. SOME SPECIAL PRECAUTIONS SHOULD BE
TAKEN IN THE WINTER TO PREVENT THE SKIMMER FROM PLUGGING WITH ICE.
SEEDBED PREPARA TION NO TES.-
1. Surface water control measures to be installed
according to plan. 5. If soil test is taken, provide fertilizer and
2. Areas to be seeded shall be ripped and spread lime according to soil test report.
with available topsoil 3" deep. 6. Fertilizer and lime shall be applied uniformly
3. Loose rocks, roots and other obstructions shall and mixed with the soil during seedbed prepar-
be removed from the surface so that they will ation.
not interfere with establishment and maintenance 7 Additional erosion control measures may be
of vegetation. Surface for final seedbed required depending on field conditions.
preparation, at finish grades shown, shall be 8, Mulch to be tacked or mechanically tied down
reasonably smooth and uniform. within two days after mulch is spread.
4. If no soil test is taken, fertilizer and lime to g. Buffer zones to be used only as specifically
be according to seeding specifications above. denoted on plans.
In addition, provide 15 lbs./1000 s.f. of super- 10. Borrow and fill to be balanced on site.
phosphate.
CONSTRUCTION SEQUENCE
1. A pre -construction meeting should take place prior to start of
construction activities.
2. Begin clearing and grubbing site. Clear and grub only those areas
necessary for installation of the erosion control measures.
3. Install silt fence as shown on the plans.
4. Once erosion control measures have been installed and prior to sediment
removal activities, the site is to be inspected by NCDEQ - Land Quality.
5. Grade site according to contract documents. Maintain erosion control
devices as needed.
6. Install storm drainage as indicated on plans.
7. Grass or otherwise stabilize all areas as they are brought to final grades.
8. The contractor shall diligently and continuously maintain all erosion
control devices and structures to minimize erosion. Inspect and repair
measures after each rainfall and as needed throughout the project.
9. Contractor to leave all erosion control devices in place at the conclusion
of this contract. Contractor is to clean-out, repair and grass stabilize all
denuded areas. All areas will be returned to the state of existing conditions
prior to contract as a minimum.
10. It is the contractor's responsibility to contain sediment onsite.
Additional erosion control measures may be required by the Engineer.
11. All erosion control measures to be in accordance with the North Carolina ISSUED FOR
Erosion and Sediment Control Planning and Design Requirements and Land
Development Standards. 10/20/17
CONSTRUCTION
ORIGINAL CONSTRUCTION INFORMATION A
REQUIRED REPAIRS IMMEDIATELY.
SEEDING SPECIFICATIONS.•
925 White Oaks Blvd., Bridgeport, West Virginia 26330 / Phone: [phone]
PROJECT/TASK: 0345197
2.
SHOULD THE FABRIC OF A SEDIMENT FENCE COLLAPSE, TEAR, DECOMPOSE OR BECOME
,0/20/,7
CHECKED:
TITLE:
EROSION AND SEDIMENT CONTROL DETAILS
LICENSE #F-1223
APP. FOR BID: -
INEFFECTIVE, REPLACE IT PROMPTLY.
Date
Type
Planting
Rate
3.
3. REMOVE SEDIMENT DEPOSITS AS NECESSARY TO PROVIDE ADEQUATE STORAGE VOLUME FOR
Aug,
15 - Nov, 1
Tal l Fescue
300
l b,
/ac,
or 7 l b. /1000 s. f.
THE NEXT RAIL AND TO REDUCE PRESSURE ON THE FENCE. TAKE CARE TO AVOID UNDERMINING
Nov,
1 - Mar, 1
Tal l fescue and
300
l b.
/ac,
or 7 l b, /1000 s. f.
THE FENCE DURING CLEANOUT.
Abruzzi Rye
25
l b,
/ac.
or 112 1b, /1000 s, f,
Mar,
1 - Apr, 15
Tall Fescue
300
l b,
/ac.
or 7 l b, /1000 s, f,
MAINTENANCE NOTES:
Apr,
15 - Jut, 30
Mulled Common
30
l b.
/ac,
or 1 l b, /1000 s. f.
1.
INSPECT SEDIMENT TRAPS AT LEAST WEEKLY AND AFTER EACH SIGNIFICANT (1/2 INCH OR
Bermudagrass
GREATER) RAINFALL EVENT AND REPAIR IMMEDIATELY.
Ju 1,
15 - Aug, 15
Tall Fescue and
300
l b,
/ac.
or 7 l b, /1000 s, f,
2.
REMOVE SEDIMENT, AND RESTORE THE TRAP TO ITS ORIGINAL DIMENSIONS WHEN THE SEDIMENT
Browntop Millet or
35
l b.
/ac,
or 7/8 l b. / 1000 s. f.
HAS ACCUMULATED TO ONE-HALF THE DESIGN DEPTH OF THE TRAP. PLACE THE SEDIMENT THAT
Sorghum Sudan Hybrids 30
l b.
/ac,
or 3/4 l b. /1000 s. f.
IS REMOVED IN A DESIGNATED DISPOSAL AREA., AND REPLACE THE PART OF THE GRAVEL
Mulch
with straw applied
at the rate of 95-100 Ib./1000
s.f.
FACING THAT IS IMPAIRED BY SEDIMENT.
3.
CHECK THE STRUCTURE FOR DAMAGE FORM EROSION OR PIPING. PERIODICALLY CHECK THE
Heavily mulched during January -March period.
DEPTH OF THE SPILLWAY TO ENSURE IT IS A MINIMUM OF 1.5 FEET BELOW THE LOW POINT OF
THE EMBANKMENT. IMMEDIATELY FILL ANY SETTLEMENT OF THE EMBANKMENT TO SLIGHTLY
Apply
agricultural lime at
the rate of 90 Ib./1000
s.f.
ABOVE DESIGN GRADE. ANY RIPRAP DISPLACED FROM THE SPILLWAY MUST BE REPLACED
Apply
10-10-10 commercial fertilizer at the rate
of 20
Ib./1000
s.f.
IMMEDIATELY.
Tack:
Asphalt tie down -
225 gal./ac.
4.
4. AFTER ALL SEDIMENT -PRODUCING AREAS HAVE BEEN PERMANENTLY STABILIZED, REMOVE THE
STRUCTURE, AND ALL UNSTABLE SEDIMENT. SMOOTH THE AREA TO BLEND WITH THE ADJOINING
SOIL AMENDMENTS
AREAS, AND STABILIZE PROPERLY.
MAINTENANCE NOTES:
1. INSPECT RIPRAP OUTLET STRUCTURES WEEKLY AND AFTER
SIGNIFICANT (1/2 INCH OR GREATER) RAINFALL EVENTS TO
SEE IF ANY EROSION AROUND OR BELOW THE RIPRAP HAS
TAKEN PLACE, OR IF STONES HAVE BEEN DISLODGED.
MMEDIATELY MAKE ALL NEEDED REPAIRS TO PREVENT
FURTHER DAMAGE.
Temporary Sediment Trap Outlet Sediment Basin Principal Spillway Outlet*
Weir Stone Stone Apron Apron Apron Barrel Stone Stone Apron Apron Apron
Diameter, Diamater, Diameter, Thickness, Length, Width Elevation Diameter, Diamater, Diameter, Thickness, Length, Width Elevation
do (ft) ell dmax (ft) d (ft) La (ft) (ft) (ft) do (ft) d5O (ft) dmax (ft) d (ft) La (ft) (ft) (ft)
8 0.75 1.1 1.7 20 24.0 109 1.3 1 1.5 2.3 20 21.3 81
Sediment Basin Emer>ren€y Spillway Outlet
Spillway Stone Stone Apron Apron Apron
Diameter, Diamater, Diameter, Thickness, Length, Width Elevation
do (ft) d50 (ft) dmax (ft) d (ft) La (ft) (ft) (ft)
s 0.7 1.1 1.6 20 24.0 81
*Principal spillway outlet designed for worst-case scenario - full pipe flow -
higher than 10 -year storm discharge
6
OUTLET STABILIZATION STRUCTURE DETAIL9931 K
9�3K NOT TO SCALE
SYM.I DATE I BY
10/20/17 CM
08/02/17 EB
02/15/17 TS
7
UNDISTURBED 7 24" MIN.
SOIL DIVERSION BERM
AREAEli� AREA OF
FLOW 18" MIN. DISTURBANCE
NOTES:
1. DISCHARGE TO STABILIZED AREA.
2. INSPECT AFTER EVERY RUNOFF EVENT.
3. REPAIR/STABILIZE DOWNSTREAM AREA AS NECESSARY.
TEMPORARY DIVERSION DETAIL
NOT TO SCALE
REVISION INFORMATION
REVISED LIMITS OF DISTURBANCE
REVISED IN RESPONSE TO NCDEQ COMMENTS
ISSUED FOR CONSTRUCTION
APPLY LIME AND FERTILIZER ACCORDING TO SOIL TESTS, OR APPLY 4,000 LB/ACRE
GROUND AGRICULTURAL LIMESTONE AND 1,000 LB/ACRE 10-10-10 FERTILIZER.
MULCH
APPLY 4,000-5,000 LB/ACRE GRAIN STRAW, OR EQUIVALENT COVER OF ANOTHER
SUITABLE MULCHING MATERIAL. ANCHOR MULCH BY TACKING WITH ASPHALT, ROVING,
OR NETTING. NETTING IS THE PREFERRED ANCHORING METHOD ON STEEP SLOPES.
MAINTENANCE
REFERTILIZE IN THE SECOND YEAR UNLESS GROWTH IS FULLY ADEQUATE. MAY BE
MOWED ONCE OR TWICE A YEAR, BUT MOWING IS NOT NECESSARY. RESEED,
FERTILIZE, AND MULCH DAMAGED AREAS IMMEDIATELY.
STABILIZATION TIMEFRAMES
PERIMETER DIKES, SWALES, DITCHES, SLOPES 7 DAYS
HIGH QUALITY WATER (HQW) ZONES 7 DAYS
SLOPES STEEPER THAN 3:1 7 DAYS
SLOPES 3:1 OR FLATTER 14 DAYS
ALL OTHER AREAS (Slopes flatter than 4:1) 14 DAYS
PROJECT/TASK I APP.
, Jt% 111111,11
CARO
` oQ` ,ssi'r
02 94
" �)
0345197 SL
CRO .,NEIN• 1w,
�>>
0345197 SL
0345197 SL I
VEGETATION GROWING IN THE BOTTOM OF THE BASIN DOES NOT HOLD DOWN THE SKIMMER.
2. REPAIR THE BAFFLES IF THEY ARE DAMAGED. RE -ANCHOR THE BAFFLES IF WATER IS FLOWING UNDERNEATH
OR AROUND THEM.
3. IF THE SKIMMER IS CLOGGED WITH TRASH AND THERE IS WATER IN THE BASIN, USUALLY JERKING ON THE
ROPE WILL MAKE THE SKIMMER BOB UP AND DOWN AND DISLODGE THE DEBRIS AND RESTORE FLOW. IF THIS
DOES NOT WORK, PULL THE SKIMMER OVER TO THE SIDE OF THE BASIN AND REMOVE THE DEBRIS. ALSO
CHECK THE ORIFICE INSIDE THE SKIMMER TO SEE IF IT IS CLOGGED; IF SO REMOVE THE DEBRIS.
4. IF THE SKIMMER ARM OR BARREL PIPE IS CLOGGED, THE ORIFICE CAN BE REMOVED AND THE OBSTRUCTION
CLEARED WITH A PLUMBER'S SNAKE OR BY FLUSHING WITH WATER. BE SURE AND REPLACE THE ORIFICE
BEFORE REPOSITIONING THE SKIMMER.
5. CHECK THE FABRIC LINED SPILLWAY FOR DAMAGE AND MAKE ANY REQUIRED REPAIRS WITH FABRIC THAT
SPANS THE FULL WIDTH OF THE SPILLWAY. CHECK THE EMBANKMENT, SPILLWAYS, AND OUTLET FOR EROSION
DAMAGE, AND INSPECT THE EMBANKMENT FOR PIPING AND SETTLEMENT. MAKE ALL NECESSARY REPAIRS
IMMEDIATELY. REMOVE ALL TRASH AND OTHER DEBRIS FROM THE SKIMMER AND POOL AREAS.
6. 6. FREEZING WEATHER CAN RESULT IN ICE FORMING IN THE BASIN. SOME SPECIAL PRECAUTIONS SHOULD BE
TAKEN IN THE WINTER TO PREVENT THE SKIMMER FROM PLUGGING WITH ICE.
SEEDBED PREPARA TION NO TES.-
1. Surface water control measures to be installed
according to plan. 5. If soil test is taken, provide fertilizer and
2. Areas to be seeded shall be ripped and spread lime according to soil test report.
with available topsoil 3" deep. 6. Fertilizer and lime shall be applied uniformly
3. Loose rocks, roots and other obstructions shall and mixed with the soil during seedbed prepar-
be removed from the surface so that they will ation.
not interfere with establishment and maintenance 7 Additional erosion control measures may be
of vegetation. Surface for final seedbed required depending on field conditions.
preparation, at finish grades shown, shall be 8, Mulch to be tacked or mechanically tied down
reasonably smooth and uniform. within two days after mulch is spread.
4. If no soil test is taken, fertilizer and lime to g. Buffer zones to be used only as specifically
be according to seeding specifications above. denoted on plans.
In addition, provide 15 lbs./1000 s.f. of super- 10. Borrow and fill to be balanced on site.
phosphate.
CONSTRUCTION SEQUENCE
1. A pre -construction meeting should take place prior to start of
construction activities.
2. Begin clearing and grubbing site. Clear and grub only those areas
necessary for installation of the erosion control measures.
3. Install silt fence as shown on the plans.
4. Once erosion control measures have been installed and prior to sediment
removal activities, the site is to be inspected by NCDEQ - Land Quality.
5. Grade site according to contract documents. Maintain erosion control
devices as needed.
6. Install storm drainage as indicated on plans.
7. Grass or otherwise stabilize all areas as they are brought to final grades.
8. The contractor shall diligently and continuously maintain all erosion
control devices and structures to minimize erosion. Inspect and repair
measures after each rainfall and as needed throughout the project.
9. Contractor to leave all erosion control devices in place at the conclusion
of this contract. Contractor is to clean-out, repair and grass stabilize all
denuded areas. All areas will be returned to the state of existing conditions
prior to contract as a minimum.
10. It is the contractor's responsibility to contain sediment onsite.
Additional erosion control measures may be required by the Engineer.
11. All erosion control measures to be in accordance with the North Carolina ISSUED FOR
Erosion and Sediment Control Planning and Design Requirements and Land
Development Standards. 10/20/17
CONSTRUCTION
ORIGINAL CONSTRUCTION INFORMATION A
tlantic Coast Pipeline, LLC
925 White Oaks Blvd., Bridgeport, West Virginia 26330 / Phone: [phone]
PROJECT/TASK: 0345197
FOR: NORTHAMPTON COMPRESSOR STATION
CWM
,0/20/,7
CHECKED:
TITLE:
EROSION AND SEDIMENT CONTROL DETAILS
LICENSE #F-1223
APP. FOR BID: -
-
ERM NC, INC,
15H RBLOU LUMM HILL CAROL, SUILE 120
cHARLO"11"E(N0o541-834A5Rt�LIlVA28z77
APP. FOR CONST.: -
-
TOWN: PLEASANT HILL, INC COUNTY: NORTHAMPTON
DIR/FILE: I:\1800s\1875\Drawings
GROUP
P D
DWG. NO.
E 9 9 31 K B
REV.
2
SCALE: 1" = 100'-0"

SMITHFIELD M R STATION
ROSIONAN SEDIMENTCONTROLPLAN
NORTH CAROLINA
■
SMITHFIELD
GENERAL NOTES
1. THE GENERAL
NOTES AND
LEGEND
PROVIDED ON THIS SHEET
APPLY TO ALL
DRAWINGS,
UNLESS
OTHERWISE INDICATED.
2. THESE DRAWINGS ARE INTENDED FOR APPLICATION PURPOSES
ONLY, AND ARE NOT RELEASED FOR CONSTRUCTION,
3. CONTOUR LINES ARE INDICATED AT 1 -FOOT INTERVALS
WITH ELEVATIONS MEASURED ABOVE MEAN SEAL LEVEL
(MSL) DATUM, UNLESS OTHERWISE INDICATED.
4. SCALES AS ARE INDICATED ON EACH DRAWING.
5. CONTRACTOR SHALL NOTIFY NORTH CAROLINA "DIG SAFE"
(1-800-632-4949) AT LEAST 3 DAYS PRIOR TO SUBSURFACE
DISTURBANCE. CONTRACTOR SHALL BE RESPONSIBLE FOR
VERIFYING THE LOCATION OF ALL SITE UTILITIES PRIOR TO THE
INITIATION OF ANY EXPLORATORY OR CONSTRUCTION ACTIVITIES.
6. CONTRACTOR SHALL MANAGE STORMWATER THROUGHOUT
CONSTRUCTION ACTIVITIES AND PREVENT THE MIGRATION OF
SEDIMENTS FROM THE SITE.
7. CONTRACTOR SHALL INSTALL TEMPORARY, AS REQUIRED, AND
THREE PERMANENT BENCHMARKS PRIOR TO CONSTRUCTION. THE
LOCATION OF ALL BENCHMARKS SHALL BE FIELD DETERMINED BY
THE ENGINEER. ALL BENCHMARKS SHALL BE PROTECTED AND/OR
RELOCATED IF A BENCHMARK MUST BE DISTURBED DURING
CONSTRUCTION. BENCHMARKS SHALL BE REFERENCED TO THE
NATIONAL GEODETIC VERTICAL DATUM (NGVD).
8. CONTRACTOR SHALL CONTROL AND MONITOR ALL CONSTRUCTION
ACTIVITIES ON THE SITE TO ASSURE THAT NO ENVIRONMENTAL
RELEASES TO OFFSITE AIR AND WATER RESOURCES OCCURS; ANY
RELEASES SHALL IMMEDIATELY BE REPORTED TO THE OWNER,
ENGINEER AND APPROPRIATE REGULATORY AGENCIES.
9. PROJECT IS LOCATED IN THE NEUSE RIVER BASIN.
LIST OF DRAWINGS
DRAWING NO.
PD=E9938F
PD=E9938FA
PD=E9938FB
TITLE
COVER SHEET
EROSION SEDIMENT CONTROL SITE PLAN
EROSION SEDIMENT CONTROL DETAILS
Notification of Combined Self -Monitoring and Self -Inspection Form:
The Sedimentation Pollution Control Act was amended in 2006 to require that persons
responsible for land -disturbing activities inspect a project after each phase of the project
to make sure that the approved erosion and sedimentation control plan is being followed.
Rules detailing the documentation of these inspections took effect October 1, 2010.
To simplify documentation of Self -Inspection reports and NPDES Self -Monitoring Reports,
DWQ and DEMLR developed a combined form. The self -inspection program is separate
from the weekly
self-monitoring program of the NPDES Stormwater Permit for Construction Activities. The
focus of the self -inspection report is the installation and maintenance of erosion and
sedimentation control measures according to the approved plan. The inspections should be
conducted after each phase of the project, and continued until permanent ground cover is
established. The form can be accessed at-
http-Hportal.ncdenr.org/web/Ir/erosion
If you have questions or cannot access the form, please contact the Raleigh Regional
Office at [phone].
EROSION AND SEDIMENT CONTROLS LEGEND
116111
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TEMPORATY GRAVEL CONSTRUCTION ENTRANCE
" WITH DITCH CULVERT AS NEEDED
SILT FENCE
LIMIT OF DISTURBANCE
PROPERTY BOUNDARY
EXISTING CONTOURS
PROPOSED CONTOURS
SYM. DATE BY REVISION INFORMATION PROJECT/TASK APP. SEAL
ORIGINAL CONSTRUCTION INFORMATION Atlantic Coast Pipeline, LLC.
925 White Oaks Blvd. Bridgeport, West Virginia 26330 / Phone: [phone]
(}SSIp'''9 PROJECT/TASK: 0345197.1001
° = FOR
DRAWN: SMITHFIELD M&R STATION
— —
TITLE EROSION AND SEDIMENT CONTROL
CHECKED:
,..a�
APP. FOR BID: - - COVER SHEET
�x
;�Q •.r'+!'GINrG.,• `��`: APP. FOR CONST.: — — TOWN: SMITHFIELD, NC COUNTY: JOHNSTON GROUP DWG. NO. REV.
0 12/20/16 TS ISSUED FOR CONSTRUCTION 0345197.1001 SL SCALE: AS NOTED DIR/FILE: P D E 9 9 3 8 F 0

!. 1 nn' KAINI -�
STEr1 Mil C`T
WOVEN FILTER FABRIC
8' MAX.
l7LINLl\/-�L INV I LJ.
1. FILTER FABRIC FENCE SHALL BE A MINIMUM OF 32 IN WIDTH AND
SHALL HAVE A MINIMUM OF 6 LINE WIRES WITH 12 STAY SPACING.
2. WOVEN FILTER FABRIC BE USED WHERE SILT FENCE IS TO REMAIN
FOR A PERIOD OF MORE THAN 30 DAYS.
STREET 3. STEEL POSTS SHALL BE 5'-0" IN HEIGHT AND BE OF THE
SELF -FASTENER ANGLE STEEL TYPE.
GENERAL NOTES:
1. A STABILIZED PAD OF WASHED STONE SHALL BE LOCATED WHERE TRAFFIC WILL BE ENTERING OR LEAVING A
CONSTRUCTION SITE TO OR FROM A PUBLIC STREET.
2. STONE TO BE SURGE STONE OR 2"-3" RAILROAD BALLAST
3. THE ENTRANCE SHALL BE MAINTAINED IN A CONDITION WHICH WILL PREVENT TRACKING OR FLOWING OF SEDIMENT
ONTO PUBLIC STREETS OR EXISTING PAVEMENT. THIS MAY REQUIRE PERIODIC TOP DRESSING WITH ADDITIONAL
STONE AS CONDITIONS DEMAND AND REPAIR AND/OR CLEANOUT OF ANY MEASURES USED TO TRAP SEDIMENT.
4. ALL SEDIMENT SPILLED, DROPPED, WASHED OR TRACKED ONTO PUBLIC STREETS MUST BE REMOVED IMMEDIATELY.
5. WHEN NECESSARY, WHEELS MUST BE CLEANED TO REMOVE SEDIMENT PRIOR TO ENTERING A PUBLIC STREET. WHEN
WASHING IS REQUIRED, IT SHALL BE DONE ON AN AREA STABILIZED WITH CRUSHED STONE WHICH DRAINS INTO AN
APPROVED SEDIMENT BASIN.
6. FILTER FABRIC SHALL BE MIRAFI 500 OR EQUIVALENT.
1
E9938FA
TEMPORARY GRAVEL CONSTRUCTION ENTRANCE DETAIL
SYM.I DATE
12/20/16
NOT TO SCALE
4. WIRE FENCING SHALL BE AT LEAST #10 GAGE WITH A MINIMUM OF
6 LINE WIRES WITH 12" STAY SPACING.
5. TURN SILT FENCE UP SLOPE AT ENDS.
6. WIRE AND WASHED STONE WILL BE REQUIRED AND NOTED ON PLANS WHEN:
A. AT TOE OF SLOPES GREATER THAN 10 FEET VERTICAL (2:1 SLOPE)
B. AT DENUDED LIMITS WHERE AN UNDISTURBED BUFFER IS 50 FEET OR LESS AWAY
MAINTENANCE NOTES:
1. FILTER BARRIERS SHALL BE INSPECTED BY THE FINANCIALLY
RESPONSIBLE PARTY OR HIS AGENT IMMEDIATELY AFTER EACH
RAINFALL AND AT LEAST DAILY DURING PROLONGED RAINFALL.
ANY REPAIRS NEEDED SHALL BE MADE IMMEDIATELY.
2. SHOULD THE FABRIC DECOMPOSE OR BECOME INEFFECTIVE PRIOR TO THE END
OF THE EXPECTED USABLE LIFE AND THE BARRIER STILL IS NECESSARY, THE
FABRIC SHALL BE REPLACED PROMPTLY.
3. SEDIMENT DEPOSITS SHOULD BE REMOVED WHEN DEPOSITS REACH APPROX.
HALF THE HEIGHT OF THE BARRIER. ANY SEDIMENT DEPOSITS REMAINING IN
PLACE AFTER THE SILT FENCE IS REMOVED SHALL BE DRESSED TO CONFORM
TO THE EXISTING GRADE, PREPARED AND SEEDED.
2
E9938FA
SILT FENCE DETAIL
SEED/NG
Date
SPEC/RCA
T/ONS.•
Type
Planting
Rate
Aug,
15 - Nov,
1
Ta l l Fescue
300
Lb. /ac,
or
7 Lb. /1000 s, f.
Nov,
1 - Mar,
1
Tall fescue and
300
l b. /ac,
or
7 l b. /1000 s, f,
Abruzzi Rye
25
Lb. /ac.
or
1/2 Lb. /1000 s. f.
Mar.
1 - Apr.
15
Ta l l Fescue
300
Lb. /ac.
or
7 Lb. /1000 s. f.
Apr,
15 - Jul,
30
Mulled Common
30
Lb. /ac,
or
1 l b. /1000 s, f,
Bermudagrass
Ju L.
15 - Aug.
15
Tall Fescue and
300
Lb. /ac.
or
7 Lb. /1000 s. f,
Browntop M t l l et or
35
Lb. /ac,
or
7/8 Lb. /1000 s, f,
Sorghum Sudan Hybrids
30
l b. /ac,
or
3/4 l b. /1000 s, f.
Mulch
with straw
applied at the rate of 95-100
Ib./1000 s.f.
Heavily mulched during
January - March period.
Apply
agricultural
lime
at the rate of 90 Ib./1000 s.f.
Apply
10-10-10
commercial
fertilizer at the rate
of 20
Ib./1000
s.f.
Tack:
Asphalt tie
down
- 225 gal./ac.
SOIL AMENDMENTS
APPLY LIME AND FERTILIZER ACCORDING TO SOIL TESTS, OR APPLY 4,000 LB/ACRE
GROUND AGRICULTURAL LIMESTONE AND 1,000 LB/ACRE 10-10-10 FERTILIZER.
MULCH
APPLY 4,000-5,000 LB/ACRE GRAIN STRAW, OR EQUIVALENT COVER OF ANOTHER
SUITABLE MULCHING MATERIAL. ANCHOR MULCH BY TACKING WITH ASPHALT, ROVING,
OR NETTING. NETTING IS THE PREFERRED ANCHORING METHOD ON STEEP SLOPES.
MAINTENANCE
REFERTILIZE IN THE SECOND YEAR UNLESS GROWTH IS FULLY ADEQUATE. MAY BE
MOWED ONCE OR TWICE A YEAR, BUT MOWING IS NOT NECESSARY. RESEED,
FERTILIZE, AND MULCH DAMAGED AREAS IMMEDIATELY.
STABILIZATION TIMEFRAMES
PERIMETER DIKES, SWALES, DITCHES, SLOPES 7 DAYS
HIGH QUALITY WATER (HQW) ZONES 7 DAYS
SLOPES STEEPER THAN 3:1 7 DAYS
SLOPES 3:1 OR FLATTER 14 DAYS
ALL OTHER AREAS (Slopes flatter than 4:1) 14 DAYS
ISSUED FOR CONSTRUCTION
PROJECT/TASK I APP.
0345197.10011 SL
SEAL
NOT TO SCALE
STEEL POST
WIRE FENCING
FABRICFILTER
..
• -
:II
• _ 'II AI
_. =1I=11
II
ANCHOR SKIRT 6" MINIMUM
IN LIEU OF BURYING SKIRT, 6" OF
#5 WASHED STONE MAY BE USED
OVER TURNDOWN.
STEEL POST
WIRE FENCING
� FILTER FABRIC
C) L #5 WASHED STONE
� J
Q
C)
ANCHOR SKIRT
6" MINIMUM
SEEDBED PREPARA T/ON NOTES.•
1. Surface water control measures to be installed
according to plan.
2. Areas to be seeded shall be ripped and spread
with available topsoil 3" deep.
3. Loose rocks, roots and other obstructions shall
be removed from the surface so that they will
not interfere with establishment and maintenance
of vegetation. Surface for final seedbed
preparation, at finish grades shown, shall be
reasonably smooth and uniform.
4. If no soil test is taken, fertilizer and lime to
be according to seeding specifications above.
In addition, provide 15 lbs./1000 s.f. of super-
phosphate.
5. If soil test is taken, provide fertilizer and
lime according to soil test report.
6. Fertilizer and lime shall be applied uniformly
and mixed with the soil during seedbed prepar-
ation.
7. Additional erosion control measures may be
required depending on field conditions.
8. Mulch to be tacked or mechanically tied down
within two days after mulch is spread.
9. Buffer zones to be used only as specifically
denoted on plans.
10. Borrow and fill to be balanced on site.
CONSTRUCTION SEQUENCE
1. A pre -construction meeting should take place prior to start of
construction activities.
2. Begin clearing and grubbing site. Clear and grub only those areas
necessary for installation of the erosion control measures.
3. Install silt fence as shown on the plans.
4. Once erosion control measures have been installed and prior to sediment
removal activities, the site is to be inspected by NCDEQ -
Division of Energy, Mining, and Land Resources.
5. Grade site according to contract documents. Maintain erosion control
devices as needed.
6. Install storm drainage as indicated on plans.
7. Grass or otherwise stabilize all areas as they are brought to final grades.
8. The contractor shall diligently and continuously maintain all erosion
control devices and structures to minimize erosion. Inspect and repair
measures after each rainfall and as needed throughout the project.
9. Contractor to leave all erosion control devices in place at the conclusion
of this contract. Contractor is to clean-out, repair and grass stabilize all
denuded areas. All areas will be returned to the state of existing conditions
prior to contract as a minimum.
10. It is the contractor's responsibility to contain sediment onsite.
Additional erosion control measures may be required by the Engineer.
11. All erosion control measures to be in accordance with the North Carolina
Erosion and Sediment Control Planning and Design Requirements and Land
Development Standards.
ORIGINAL CONSTRUCTION INFORMATION
PROJECT/TASK
DRAWN:
CHECKED:
APP. FOR BID:
APP. FOR CONST.:
SCALE:
14tt-It!]FAtI1111
AS NOTED
Atlantic Coast Pipeline, LLC.
925 White Oaks Blvd. Bridgeport, West Virginia 26330 / Phone: [phone]
FOR: SMITHFIELD M&R STATION
TITLE: EROSION AND SEDIMENT CONTROL
DETAILS
TOWN: SMITHFIELD, NC COUNTY: JOHNSTON GROUP DWG. NO. REV.
DIR/FILE: PD E 9 9 3 8 F B 0