20140957 Ver 2_NC Contractor Yards_Fayetteville_ESCP_Compiled_20171208

ATLANTIC COAST PIPELINE PROJECT
CONTRACTOR YARDS - FAYETTEVILLE REGION
CUMBERLAND COUNTY, NORTH CAROLINA
EROSION & SEDIMENT CONTROL PLAN
PROJECT CONTACTS
00" , i
Dominion
Energy CR)
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 2411X361'
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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1
08/04/2017
SHEET 1 -
COVER SHEET
1*
1
08/04/2017
SHEET
2 -
FAYETTEVILLE (SP10_CY SPR10-A) AERIAL OVERVIEW
0
1
08/04/2017
SHEET
3 -
FAYETTEVILLE (SP10_CY SPR10-A) ESCP
*1
1
08/04/2017
SHEET
4 -
ESCP NOTES
0
1
08/04/2017
SHEET
5 -
ESCP DETAILS
*1
1
08/04/2017
SHEET
6 -
ESCP DETAILS
1*
1
08/04/2017
SHEET
7 -
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
6
-
X/XX/201X
SHEET
X -
SHEET TITLE
LOCATION MAP
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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. Ao 03/10/17 NJB
2. DISCREPANCIES FOUND IN THE PROJECT EXISTING CONDITIONS MUST BE REPORTED TO THE PROJECT ENGINEER/OWNER. A 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
CONTROL MEASURES ARE SPECIFIED
i
lb
REVISION INFORMATION
ISSUED FOR REVIEW
ISSUED FOR REVIEW
.0
VZI
PROJECT/TASK APP. \ �CAROr1,'','
17
TRUE
NORTH
200 0 100 200
IIII1IIII
L E G E N D
$
LIMITS OF CONSTRUCTION
C _ _ _ _ _ _
LIMITS OF DISTURBANCE
0 G
CONTRACTOR YARD LIMITS
E
OVERHEAD ELECTRIC LINE
0 LM
UNDERGROUND GAS LINE
0
FENCE
TS
DITCH
STREAM
-----1000------
CONTOUR
Ew.. 0 11e
WETLAND
®
FUEL TANK AREA (25'x 250')
TRAILER (24'x 60')
®
STORAGE UNITS
TOP SOIL SEGREGATION AREA
GRAVEL AREA.
$
UTILITY POLE
GA
E
GUY ANCHOR
0 G
GUY POLE
®
UTILITY VALVE
0 LM
LINE MARKER
0
POST
TS
TEST STAND
-TBM
TEMPORARY BENCH MARK
FLOW ARROW
ERM NC, INC. Atlantic Coast Pipeline LLC
License #F-1223
15720 Brixham Hill Ave, Suite 120
ERM Charlotte, NC 28277 [phone] 925 White Oaks Blvd. Bridgeport, West Virginia 26330 / 681-842-8000
RAwN: NJB 08/04/17
CHECKED: _ _ TITLE: ATLANTIC COAST PIPELINE
APP. FORBID: FAYETTEVILLE CONTRACTOR YARD AERIAL OVERVIEW
APP. FOR CONST.: DISTRICT. - COUNTY: CUMBERLAND STATE: NC GROUP DWG. NO. REV.
SCALE: AS NOTED DIWFILE: ACP\North Carolina\ - 2 OF 7 1

EX. 18" CULVERT
CQ
SUPER SILT FENCE OR
STACKED 18 -INCH CFS
GA (REF. SHEET 7)
NC ST
ATE $I
GltWA
Y 24
TS
TOPSOIL SEGREGATION GA
(1.6 ACRES)/\\ \ j �\\\/ C � _ '
\X
TRAILERS
ROCK CONSTRUCTION
ENTRANCE
(REF. SHEET 5)
e
DIVERSION SWALE
(REF. SHEET 6)
y
y
GRAVEL PARKING LOT
(11.3 ACRES)
DIVERSION SWALE
(REF. SHEET 6)
Is
\�V>GX ATE POSTS
LAT:35°02'38.27"
LON:78°49'20.7146"
DIVERSION SWALE !
(REF. SHEET 6) /
GRAVEL PARKING LOT '
(6.7 ACRES) y F' PROP. (2) 18" CULVE
& OUTLET PROTECTI
c 000 (REF. SHEET 6)
E Q U I P M E N T
90
�I
I wcuc 051e
I
y I '
I �
'I
I I
H
TRAILERS
✓C'/i' /// //tel �� 1
OUTLET PROTECTION
(REF. SHEET 6)
e
/
\
\/ TOPSOIL SEGREGATION
\\jam
(2.0 ACRES)
SUPER SILT FENCE OR
STACKED 18 -INCH CFS
(REF. SHEET 7)
UNNAMED TRIBUTARY
EK
LOCKS CRE
T
y
SUPER SILT FENCE OR
STACKED 18 -INCH CFS
(REF. SHEET 7)
y
y
y
TRUE
NORTH
100 0 50 100
iIIIIIIII
L EG E N D
LIMITS OF CONSTRUCTION
(40.8 ACRES)
$
UTILITY POLE
C------
LIMITS OF DISTURBANCE
GAE
GUY ANCHOR
(39.4 ACRES)
- - - -
CONTRACTOR YARD LIMITS
GP
0
GUY POLE
E
OVERHEAD ELECTRIC LINE
®
UTILITY VALVE
UNDERGROUND GAS LINE
• LM
LINE MARKER
FENCE
o
POST
TS
DITCH
TEST STAND
-TBM
TEMPORARY BENCH MARK
STREAM
-__--1000------
CONTOUR
FLOW ARROW
wcuc 051e
WETLAND
ROCK CONSTRUCTION
ENTRANCE (OR APPROVED
ALT.)
®
FUEL TANK AREA (25'x 250')
OUTLET PROTECTION
TRAILER (24'x 60')
I
PROPOSED DIVERSION SWALE
®
JI
TOP SOIL SEGREGATION AREA
��•Q�T�
GRAVEL AREA.
PROPOSED COMPOST FILTER
SOCK OR SILT FENCE
SUPER SILT FENCE OR
STACKED 18 -INCH CFS
GA (REF. SHEET 7)
NC ST
ATE $I
GltWA
Y 24
TS
TOPSOIL SEGREGATION GA
(1.6 ACRES)/\\ \ j �\\\/ C � _ '
\X
TRAILERS
ROCK CONSTRUCTION
ENTRANCE
(REF. SHEET 5)
e
DIVERSION SWALE
(REF. SHEET 6)
y
y
GRAVEL PARKING LOT
(11.3 ACRES)
DIVERSION SWALE
(REF. SHEET 6)
Is
\�V>GX ATE POSTS
LAT:35°02'38.27"
LON:78°49'20.7146"
DIVERSION SWALE !
(REF. SHEET 6) /
GRAVEL PARKING LOT '
(6.7 ACRES) y F' PROP. (2) 18" CULVE
& OUTLET PROTECTI
c 000 (REF. SHEET 6)
E Q U I P M E N T
90
�I
I wcuc 051e
I
y I '
I �
'I
I I
H
TRAILERS
✓C'/i' /// //tel �� 1
OUTLET PROTECTION
(REF. SHEET 6)
e
/
\
\/ TOPSOIL SEGREGATION
\\jam
(2.0 ACRES)
SUPER SILT FENCE OR
STACKED 18 -INCH CFS
(REF. SHEET 7)
UNNAMED TRIBUTARY
EK
LOCKS CRE
T
y
SUPER SILT FENCE OR
STACKED 18 -INCH CFS
(REF. SHEET 7)
y
y
y
TRUE
NORTH
100 0 50 100
iIIIIIIII
L EG E N D
GENERAL NOTES AND COMMENTS: SYM. DATE BY REVISION INFORMATION PROJECT/TASK APP. * ��t� ; "S faE 11 i�r ,
1. CONTOURS AND BASE MAP PROVIDED BY 13 ENGINEERING AND CONSULTING, LLC WITH ADDITIONAL CONTOURS OBTAINED FROM THE USGS NATIONAL ELEVATION DATASET. �� \A CARO ' r ERM NC, INC. Atlantic Coast Pipeline, LLC
THE CONTRACTOR IS RESPONSIBLE FOR VERIFYING ITS ACCURACY. �0 03/10/17 NJB ISSUED FOR REVIEW �ti .''' r License #F-1223
15720 Brixham Hill Ave, Suite 120
2. DISCREPANCIES FOUND IN THE PROJECT EXISTING CONDITIONS MUST BE REPORTED TO THE PROJECT ENGINEER/OWNER. A 08/04/17 WTS ISSUED FOR REVIEW Vit. ' = ERM Charlotte, NC 28277 [phone] 925 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 f RAWN: NJB 08/04/17
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 Q w CHECKED: _ _ TITLE: ATLANTIC COAST PIPELINE
CONTROL MEASURES ARE SPECIFIED.
�',, 1 7'.` APP. FORBID: FAYETTEVILLE CONTRACTOR YARD ESCP
C ` CUMBERLAND NC GROUP DWG. NO. REV.
APP. FOR CONST.: DISTRICT: - COUNTY: STATE:
SCALE:AS NOTED DIR/FILE: ACP\NOrth Carolina\ - 3 O F 7
LIMITS OF CONSTRUCTION
(40.8 ACRES)
$
UTILITY POLE
C------
LIMITS OF DISTURBANCE
GAE
GUY ANCHOR
(39.4 ACRES)
- - - -
CONTRACTOR YARD LIMITS
GP
0
GUY POLE
E
OVERHEAD ELECTRIC LINE
®
UTILITY VALVE
UNDERGROUND GAS LINE
• LM
LINE MARKER
FENCE
o
POST
TS
DITCH
TEST STAND
-TBM
TEMPORARY BENCH MARK
STREAM
-__--1000------
CONTOUR
FLOW ARROW
wcuc 051e
WETLAND
ROCK CONSTRUCTION
ENTRANCE (OR APPROVED
ALT.)
®
FUEL TANK AREA (25'x 250')
OUTLET PROTECTION
TRAILER (24'x 60')
PROPOSED CULVERT
PROPOSED DIVERSION SWALE
®
STORAGE UNITS
TOP SOIL SEGREGATION AREA
��•Q�T�
GRAVEL AREA.
PROPOSED COMPOST FILTER
SOCK OR SILT FENCE
GENERAL NOTES AND COMMENTS: SYM. DATE BY REVISION INFORMATION PROJECT/TASK APP. * ��t� ; "S faE 11 i�r ,
1. CONTOURS AND BASE MAP PROVIDED BY 13 ENGINEERING AND CONSULTING, LLC WITH ADDITIONAL CONTOURS OBTAINED FROM THE USGS NATIONAL ELEVATION DATASET. �� \A CARO ' r ERM NC, INC. Atlantic Coast Pipeline, LLC
THE CONTRACTOR IS RESPONSIBLE FOR VERIFYING ITS ACCURACY. �0 03/10/17 NJB ISSUED FOR REVIEW �ti .''' r License #F-1223
15720 Brixham Hill Ave, Suite 120
2. DISCREPANCIES FOUND IN THE PROJECT EXISTING CONDITIONS MUST BE REPORTED TO THE PROJECT ENGINEER/OWNER. A 08/04/17 WTS ISSUED FOR REVIEW Vit. ' = ERM Charlotte, NC 28277 [phone] 925 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 f RAWN: NJB 08/04/17
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 Q w CHECKED: _ _ TITLE: ATLANTIC COAST PIPELINE
CONTROL MEASURES ARE SPECIFIED.
�',, 1 7'.` APP. FORBID: FAYETTEVILLE CONTRACTOR YARD ESCP
C ` CUMBERLAND NC GROUP DWG. NO. REV.
APP. FOR CONST.: DISTRICT: - COUNTY: STATE:
SCALE:AS NOTED DIR/FILE: ACP\NOrth Carolina\ - 3 O F 7

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
SEQUENCE OF CONSTRUCTION
EROSION AND SEDIMENTATION. THE CONTRACTOR MAY DEVIATE SLIGHTLY FROM THE STAGING OF PERMANENT SITE
STABILIZATION TIMEFRAMES
1.
A PRE -CONSTRUCTION MEETING SHOULD TAKE PLACE PRIOR TO START OF CONSTRUCTION ACTIVITIES.
PERIMETER DIKES, SWALES, DITCHES, SLOPES 7 DAYS
2.
BEGIN CLEARING AND GRUBBING SITE. CLEAR AND GRUB ONLY THOSE AREAS NECESSARY FOR INSTALLATION OF THE
HIGH QUALITY WATER (HQW) ZONES 7 DAYS
EROSION CONTROL MEASURES.
SLOPES STEEPER THAN 3:1 7 DAYS
3.
INSTALL SILT FENCE AS SHOWN ON THE PLANS.
SLOPES 3:1 OR FLATTER 14 DAYS
4.
ONCE EROSION CONTROL MEASURES HAVE BEEN INSTALLED AND PRIOR TO SEDIMENT REMOVAL ACTIVITIES, THE SITE IS TO
ALL OTHER AREAS (SLOPES FLATTER THAN 4:1) 14 DAYS
BE INSPECTED BY NCDENR - LAND QUALITY.
ACTIVITIES HAVE TEMPORARILY OR PERMANENTLY CEASED, BUT IN NO CASE MORE THAN 21 DAYS AFTER THE CONSTRUCTION
5.
GRADE SITE ACCORDING TO CONTRACT DOCUMENTS. MAINTAIN EROSION CONTROL DEVICES AS NEEDED.
ACTIVITY IN THAT PORTION OF THE SITE HAS PERMANENTLY CEASED.
6.
INSTALL STORM DRAINAGE AS INDICATED ON PLANS.
4. WHERE THE INITIATION OF STABILIZATION MEASURES WITHIN 7 DAYS AFTER CONSTRUCTION ACTIVITY TEMPORARILY OR
7.
GRASS OR OTHERWISE STABILIZE ALL AREAS AS THEY ARE BROUGHT TO FINAL GRADES.
PERMANENTLY CEASES IS PRECLUDED BY SNOW COVER, STABILIZATION MEASURES SHALL BE INITIATED AS SOON AS
8.
THE CONTRACTOR SHALL DILIGENTLY AND CONTINUOUSLY MAINTAIN ALL EROSION CONTROL DEVICES AND STRUCTURES TO
CONDITIONS ALLOW.
MINIMIZE EROSION. INSPECT AND REPAIR MEASURES AFTER EACH RAINFALL AND AS NEEDED THROUGHOUT THE PROJECT.
5. WHERE CONSTRUCTION ACTIVITY WILL RESUME ON A PORTION OF THE SITE WITHIN 21 DAYS FROM WHEN ACTIVITIES CEASED
9.
CONTRACTOR TO LEAVE ALL EROSION CONTROL DEVICES IN PLACE AT THE CONCLUSION OF THIS CONTRACT. CONTRACTOR IS
(E.G., THE TOTAL TIME PERIOD THAT CONSTRUCTION ACTIVITY IS TEMPORARILY HALTED IS LESS THAN 21 DAYS), THEN
TO CLEAN-OUT, REPAIR AND GRASS STABILIZE ALL DENUDED AREAS. ALL AREAS WILL BE RETURNED TO THE STATE OF
STABILIZATION MEASURES DO NOT HAVE TO BE INITIATED ON THAT PORTION OF THE SITE BY THE SEVENTH DAY AFTER
EXISTING CONDITIONS PRIOR TO CONTRACT AS A MINIMUM.
CONSTRUCTION ACTIVITIES HAVE TEMPORARILY CEASED.
10.
IT IS THE CONTRACTOR'S RESPONSIBILITY TO CONTAIN SEDIMENT ONSITE. ADDITIONAL EROSION CONTROL MEASURES MAY BE
6. AREAS WHERE THE SEED HAS FAILED TO GERMINATE ADEQUATELY (UNIFORM PERENNIAL VEGETATIVE COVER WITH A DENSITY
REQUIRED BY THE ENGINEER.
OF 70%) WITHIN 30 DAYS, SEEDING AND MULCHING MUST BE RE -SEEDED IMMEDIATELY, OR AS SOON AS WEATHER PERMITS.
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.
POLLUTANT CONTROLS
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
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
SEE SEED MIXES, SOIL AMENDMENTS, AND MULCH SPECIFICATIONS SPECIFIED IN THE ACP RESTORATION AND REHABILITATION
IMPROVEMENTS, BUT NO DEVIATION FROM THE RELATIVE ORDER OF EROSION AND SEDIMENTATION CONTROL MEASURES WILL BE
PLAN.
ALLOWED.
1. SEEDBED PREPARATION: AREAS TO BE SEEDED SHALL BE DISKED TO A DEPTH OF 4 -IN TO 6 -IN WHENEVER FEASIBLE, AND
SMOOTHLY GRADED.
THE STAGING OF EARTHMOVING ACTIVITIES FOR THIS PROJECT IS A GENERAL DESCRIPTION OF THE WORK REQUIRED. ALL WORK
2. IN TOPSOILED AREAS, SOIL TO BE REDISTRIBUTED EVENLY AND STABILIZED PRIOR TO SEEDING.
SHALL BE COMPLETED IN ACCORDANCE WITH COMPANY STANDARDS, THE NORTH CAROLINA DEPARTMENT OF ENVIRONMENTAL
3. STABILIZATION MEASURES SHALL BE INITIATED AS SOON AS PRACTICABLE IN PORTIONS OF THE SITE WHERE CONSTRUCTION
QUALITY REGULATIONS AND ALL OTHER APPLICABLE FEDERAL, STATE OR LOCAL REQUIREMENTS.
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.
THE APPROVED EROSION AND SEDIMENTATION CONTROL PLAN INCLUDING THE SOIL EROSION CONTROL DRAWINGS AND NARRATIVE
4. WHERE THE INITIATION OF STABILIZATION MEASURES WITHIN 7 DAYS AFTER CONSTRUCTION ACTIVITY TEMPORARILY OR
SHALL BE AVAILABLE ON SITE AT ALL TIMES DURING EARTH DISTURBANCE.
PERMANENTLY CEASES IS PRECLUDED BY SNOW COVER, STABILIZATION MEASURES SHALL BE INITIATED AS SOON AS
CONDITIONS ALLOW.
1. STAKE AND/OR FLAG ALL LIMITS OF DISTURBANCE FOR CONSTRUCTION ACTIVITIES, CLEARLY IDENTIFYING WETLAND AND
5. WHERE CONSTRUCTION ACTIVITY WILL RESUME ON A PORTION OF THE SITE WITHIN 21 DAYS FROM WHEN ACTIVITIES CEASED
STREAM EDGES. INSTALL SIGNS TO DESIGNATE THE AREA TO IDENTIFY IMPORTANT PROJECT ATTRIBUTES SUCH AS
(E.G., THE TOTAL TIME PERIOD THAT CONSTRUCTION ACTIVITY IS TEMPORARILY HALTED IS LESS THAN 21 DAYS), THEN
WETLANDSTREAM BOUNDS, EXCLUSION AREAS ETC.
STABILIZATION MEASURES DO NOT HAVE TO BE INITIATED ON THAT PORTION OF THE SITE BY THE SEVENTH DAY AFTER
2. INSTALL ROCK CONSTRUCTION ENTRANCES IMMEDIATELY BEFORE INITIAL DISTURBANCES. THE ROCK CONSTRUCTION
CONSTRUCTION ACTIVITIES HAVE TEMPORARILY CEASED.
ENTRANCES TO BE UNDERLAIN BY FILTER FABRIC. ALL CONSTRUCTION TRAFFIC SHOULD USE ONLY ROCK CONSTRUCTION
6. AREAS WHERE THE SEED HAS FAILED TO GERMINATE ADEQUATELY (UNIFORM PERENNIAL VEGETATIVE COVER WITH A DENSITY
ENTRANCE FOR INGRESS AND EGRESS. ALL MUD OR SEDIMENT TRACKED ONTO THE EXISTING ROADWAY SHALL BE REMOVED
OF 70%) WITHIN 30 DAYS, SEEDING AND MULCHING MUST BE RE -SEEDED IMMEDIATELY, OR AS SOON AS WEATHER PERMITS.
BY THE CONTRACTOR AS NECESSARY.
3. INSTALL SILT FENCE AND COMPOST FILTER SOCKS AS NECESSARY ALONG THE ACCESS ROADS TO PREVENT SEDIMENT LADEN
POLLUTANT CONTROLS
RUNOFF FROM ENTERING DOWNSTREAM WATER BODIES. MAINTAIN THE ACCESS ROADS AS REQUIRED, ASSOCIATED DITCHES,
AND NECESSARY OUTLET PROTECTION.
REPORTABLE SPILLS OCCURRING DURING CONSTRUCTION, OPERATION AND MAINTENANCE ARE TO BE REPORTED
4. PRIOR TO AND SIMULTANEOUS WITH GRADING AND EXCAVATION, INSTALL REMAINING EROSION CONTROL DEVICES (ECD)
IMMEDIATELY TO THE MONITORING CENTER IN ACCORDANCE WITH DOMINION POLICIES, PLANS AND PROCEDURES.
SHOWN ON THE PLANS.
DOMINION'S ENVIRONMENTAL HEALTH AND SAFETY DEPARTMENT WILL BE RESPONSIBLE FOR CONTACTING THE APPROPRIATE
5. COMMENCE GRADING AND ASSOCIATED CUT AND FILL SLOPES. THE EARTH MOVING ACTIVITY SHALL BEGIN IN AREA OF CUT SO
AGENCIES, EXCEPT AS PROVIDED FOR BELOW.
THAT THE CUTS CAN BE PLACED IN AREAS OF FILL. REMOVE TOPSOIL FROM AREAS TO RECEIVE FILL PRIOR TO FILLING.
ANY FACILITY OWNER/OPERATOR WHO IS SUBJECT TO THE SPCC RULE MUST COMPLY WITH THE REPORTING REQUIREMENTS
6. FINALIZE UTILITY INSTALLATION AND ROADWAY GRADES AND PLACE TOPSOIL ON THE CUT AND FILL AREAS. STABILIZE CUT AND
FOUND IN 40 CFR 112.4. A DISCHARGE MUST BE REPORTED TO THE EPA REGIONAL ADMINISTRATOR (RA) WHEN THERE IS A
FILL SLOPES, AFTER PLACEMENT OF STOCKPILED TOPSOIL ON EXCAVATED SLOPES, AND AS DIRECTED.
DISCHARGE OF:
7. RE -DISTRIBUTION OF WET SEDIMENT FROM DEVICES AND FACILITIES SHALL ONLY BE PERMITTED UPHILL OF AN EFFECTIVE
•• MORE THAN 1,000 GALLONS OF OIL IN A SINGLE DISCHARGE TO NAVIGABLE WATERS OR ADJOINING SHORELINES,
SEDIMENT CONTROL DEVICE OR FACILITY. SEDIMENT LADEN RUNOFF SHALL NOT BE ALLOWED TO FLOW DIRECTLY INTO
•• MORE THAN 42 GALLONS OF OIL IN EACH OF TWO DISCHARGES TO NAVIGABLE WATERS OR ADJOINING SHORELINES
WATER BODIES.
OCCURRING WITHIN ANY TWELVE-MONTH PERIOD.
8. ANY EXPOSED TOPSOIL PILES SHOULD BE STABILIZED & SEEDED PER THE PERMIT REGULATIONS, AND BY TABLES SHOWN ON
IF A DOMINION REPRESENTATIVE CANNOT BE PROMPTLY CONTACTED AND THE SPILL HAS IMPACTED WATER, THE PERSON
THE APPROVED EROSION CONTROL PLANS AND MULCHED WITH STRAW AS SPECIFIED BY THE PROJECT OWNER.
DISCOVERING THE SPILL OR RELEASE WILL CONTACT THE NATIONAL RESPONSE CENTER AT 1-800-424-8802 AND REPORT THE
9. UPON MINIMUM 70% UNIFORM PERENNIAL VEGETATIVE GROWTH, REMOVE TEMPORARY SEDIMENT CONTROLS. REMOVE
RELEASE. THAT PERSON WILL CONTINUE CALLING DOMINION UNTIL A REPRESENTATIVE IS REACHED.
ACCUMULATED SEDIMENTS WITHIN THE TRAPS, RE -GRADE TRAPS TO FINAL CONTOURS. STABILIZE SITE PER THE PLANS.
GENERAL NOTES AND COMMENTS:
SYM.
DATE
BY
REVISION INFORMATION
PROJECT/TASK
APP.
1 ��L {0Ar��O ��r
; ��j, C�.f� ; ,�,
�_ C� ♦
'(�
ERM NC, INC.
License #F-1223
Atlantic Coast Pipeline, LLC
0
o
03/10/17
NJB
ISSUED FOR REVIEW
�.'
{f •
15720 Brixham Hill Ave, Suite 120
08/04/17
WTS
ISSUED FOR REVIEW
O =
F, R Nf Charlotte, NC 28277 [phone]
925 White Oaks Blvd. Bridgeport, West Virginia 26330 / 681-842-8000
DRAWN: NJB
08/04/17
-
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TITLE: ATLANTIC COAST PIPELINE
CHECKED: _
_
�/-!
EROSION AND SEDIMENT CONTROL PLAN NOTES
APP. FOR BID:
♦
'G� G
GROUP
DWG. NO.
REV.
f�Q ? 0�*y �
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APP. FOR CONST.:
DISTRICT. - COUNTY. - STATE: NC
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DIRiFILE: ACP\North Carolina\
-
4 OF 7
1
SCALE: AS NOTED

100' MIN. PUBLIC STREET
Op p O 00
o OOro U 00000 pp
a 6" MIN. THICKNESS FILTER FABRIC UNDER STONE
EXISTING GROUND
100' MIN.
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.
(N. C. STD. N0. 6.06
TEMPORARY CONSTRUCTION
ENTRANCE DETAIL
0
A �
SANDBAGS,
JERSEY BARRIERS,
ROAD PLATES, SAMOI BAGS
ETC.
DIRT Pm
c
r , K
I
EXCAVATED TRENCH r
B
EROSION COW17ROL
._MEASURES TO BE
1 "KATED BELOW
APPROACH AREAS
PLAN VIE W
�I
SANDBAGS
A
CREEK BANK
AIDMOATE OR
SANDBAGS
1' FLUME PW
CREEK MOTTO Y ~
QCiYAflD TQM
PROPOSED PIPELM
SECTION d'A -A"
DIRT PLUG
` EXCAVATED TRENCH
_n e
' _ 1
I
' PROPOSED UTIL17Y
r
r
'.l_. I.1. 1._1.1 .l ■1 . _
EROSION CON"M
MEASURES TO K __
LOCATED BELOW
APPROACH AREAS
AC4114fOATE OR CREE-K BANK
SANDBAGS
FLUME PIPE
PROPOSED
PIPEUNE
SECTIO.N" "B-- B"
NOT TO SCALE
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
24"
DEPTH OF
TRENCH
SECTION VIEW
ti TRENCH PLUG
SPACING
jl I
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
NOT TO SCALE
TRENCH
S�Oey
WELL VEGETATED
AREA
SPACING OF WATERBARS
(IN ACCORDANCE WITH
CONSTRUCTION
ALIGNMENT SHEETS)
PIPELINE TRENCH \
TRENCH SPOILS (TYP.)
`SLOPE BREAKER
(TYP.)
A
A'
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.
U MIN.
AFTER COMPACTION
FINAL GRADE
SECTION A - A'
TYPICAL LOCATION OF SEDIMENT PROPOSED
BARRIER (IF REQUIRED, SEE 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.
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.
TYPCIAL WATERBAR AND
TEMPORARY SLOPE BREAKER DETAIL
TRENCH PLUG AND FILTER SOCK
TOP
SPOIL PILE SOIL §
BELTED SILT RETENTION 0
FENCE (TYP.) TOPSOIL \ \ 0
I w BUFFER ZONE IS NOT TO HAVE
0 VEGETATION REMOVED (EXCEPT
CL
O TRENCH LINE). TREES ARE TO BE CUT
STANDBY PUMP \\\\ Iz z \ \\ j�\\ FLUSH TO GRADE. REMOVE STUMPS
U) \/\\/ ONLY IF SAFETY BECOMES A FACTO[
PUMP AND FUEL CAN PLACED FS 50' 5
� 50 _/ (BOTH SIDES OF STREAM)
IN FLUID CONTAINMENT BOX Ui 0 F
BACKHOE�� o
25' MIN. TIMBERMAT
TOP OF BANK
tuu_j HOSE UU
STREAM FLOW TRENCHENERGY DISSIPATOR
SCREENED INLET PLU1-1
G 7 (E.G., FILTER BAG)
TOP OF BANK BACKHOE
/ 0 25' MIN. DOWNSTREAM SANDBAG
UPSTREAM SANDBAG / COFFERDAM
COFFERDAM \ F-�
50,
LU
/ J
0LU
LU Q TOP
TOP SOIL SOIL
SPOIL
PILE PIPE WELDED, CONIC.
COATED OR WEIGHTED
TRENCH PLUG
AND BELTED SILT
RETENTION FENCE
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.
DRY DITCH CROSSING 2:
DAM AND PUMP DETAIL
NOT TO SCALE
TOP OF SILT
MUST BE AT
ABOVE THE l
THE WASHED
NOTES.
I. REMOVE SEDIMENT *HEN HALF OF STONE OJTLET IS COVERED.
2. REPLACE STONE AS NEEDED TO ENSJW DENATERING_
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 WIRE FABRIC
HARDWARE CLOTH --
FILTER OF •57
WASHED STONE
2�l
?'INTO SOLA CRDU�O
SECTION VIEW
lo'IAI
3' FILTER FABRIC APRON
ON GROUND
6'-- I I
a
RYPP R
6 U E E7^ZE OF
II
BURY WIRE FENCE GNC �A FILTER FABRIC AKRON IN TRENCH
HARDWARE CLOTH II
U
SILT FENCE OUTLET DETAIL
NOT TO SCALE
WELL VEGETATED,
GRASSY AREA
MAP
FILTER BAG
PLAN VIEW
FILTER BAG
WELL VEGETATED,
GRASSY AREA
ELEVATION VIEW
DISCHARGE HOSE
-- PUMP
INTAKE HOSE
CLAMPS
DISCHARGE HOSE
PUMP
CLAMPS
INTAKE HOSE
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
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
611
/ / COMPACTED EARTH
OR STONE
APPLY ONE LAYER (TWO LAYERS IN WET J
AREAS) GEATEXTILE UNDER ENTRANCE PADS
(TYP.).
NOTES:
1. ONLY CLEARING Q
NECESSARY FOR INSTALLATION OF EQUIPMENT AND EQUIPMENT E EQUIPMENT BRIDGES MAY CROSS WATER BODIES PRIOR
Q Q
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.
y 1s,{t till ;�R$�aDA�� ,
; N ` \ C 1 ���,�0 `7 �
� � , . • " �
• �� � � ,Z ' 7 r
� (• �
;�,
�_ P]�1
�`� o - .� � t1 f )
��''',, t���{���,,'����
� f�0�.� Y �� �� ����ti 1
�'rAl,� � I �� ����
ERM NC, INC.
License #F-1223
15720 Brixham Hill Ave, Suite 120
ERM Charlotte, NC 28277 [phone]
Atlantic Coast P1 eline LLC
�0
03/10/17
08/04/17
NJB
WTS
ISSUED FOR REVIEW
ISSUED FOR REVIEW
-
-
L�
925 White Oaks Blvd. Bridgeport, West Virginia 26330 / 681-842-8000
DRAwN: NJB
08/04/17
T'T`E: ATLANTIC COAST PIPELINE
EROSION AND SEDIMENT CONTROL PLAN DETAILS
�HE�KED: -
-
APP. FORBID:
APP. FOR CONST.:
DISTRICT: - COUNTY: - STATE: jsJ C
D►R�FaE: ACP\North Carolina\
GROUP
-
DWG. NO.
5 O F 7
REV.
1
scALE: AS NOTED

ANCHOR POSTS MIN. 2" STEEL "U"
(`LJ ANI A I CI C' III I CKI(`TLJ
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
deo ---
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
PEPS'PECTI VE
17I 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 'HANGER" 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 DITCHUNE
TABLE 3.04.1 PHYSICAL PROPERTIES OF PLASTIC SAFETY FENCE
PHYSICAL PROPERTY
TEST
N/A
REQUIREMENTS
INTERNATIONAL ORANGE
RECOMMENDED COLOR
TENSILE YIELD
ASTM D638
AVERAGE 2,000 Ibs.
ULTIMATE TENSILE
ASTM D638
AVERAGE 2,000 Ibs.
STRENGTH
50
per 4FT. WIDTH
ELONGATION AT
ASTM D638
GREATER THAN 1000%
BREAK(%)
100
30
CHEMICAL RESISTANCE
N/A
INERT TO MOST
60
500
CHEMICALS/ACIDS
STABILIZE DITCH MRH
APPROPRIATE LINING SUCH 1
AS RIPRAP. RECP, OR GRASS
ROCK DITCH CHECKS
MAX GRADE
SAFETY FENCE SPECIFICATIONS
GRAVEL SURFACE
MIN. SPACING
.-
MAX. SPACING
300'
OUTLET
PROTECTION
Y
olo/
'11\
OUTLET P
SILT FENCE
GRAVEL
ROADWAY
SURFACE
FLOW OF SUMP
WATER
DITCH CHECK
SUMP
DITCH LINE
CROSS SECTIO.'
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
SOURCE: WEST VIRGINIA EROSION AND SEDIMENT
CONTROL FIELD MANUAL, MAY 2012
SEDIMENT AND EROSION CONTROL
FOR ACCESS ROADS AND DRIVEWAYS
NOT TO SCALE
EROSION AND SEDIMENT CONTROL PRODUCTS
i 0 Td TOE
OF SLOPE
FABRIC TOBE 24" ABOVE GROUND
WITH 'J' IN IN TRENCH
26'
74' FLOW
a'
22"
fW 4.
4TOE IN AND COMPACT BACKFILL
T
SIDE VIEW
Green Band 4' MAX O.C.
FRONT ELEVATION
BONDING STRIP
I i' x t x 24")
4STAPLES
11" x 1"j GROUND LINE
€� 1- BOTTOM OF
j[u�pa TRENCH LINE
POST OAK
(14'x14"x48')
(OR EQUAL DENSITY)
REPAIR DETAIL
ATTACHING TW0 SILT FENCES
WHEN TRENCHING IS USED
P'' ACE IHd ENL POST
CF ONE FENOE INSxlC
IIaE END POST OF THE
OTHER FENCE
ROTATE BOON POST AT
LAST 1T' AJ A
CLOCKYASE BIREF TMN
�Qzl TD CRBATE R
SEAL OATH THE FABRIC
MATERIAL
LYRECTM OF RUNCFF WATER MINE BOTH PQ$TS
I I ABOUT 12 INCHES IISTO
THE CTtCUHG FNG
B�JRY THE FLAP IH A
iREHCN
PLAN VIEW
NOTES:
1. PRIORITY 1 – GREEN BAND BELTED SILT RETENTION FENCE SHALL BE INSTALLED
UPGRADIENT OF WATERBODIES, WETLANDS, AND OTHER SENSITIVE RESOURCES.
2. USE OF BSRF PRIORITY 1 AND 2 IN OTHER AREAS WILL BE AT THE DISCRETION OF THE
OWNER.
3. IF BSRF DOES NOT PERFORM TO SPECIFICATIONS, THEN STANDARD SILT FENCE WILL BE
USED.
MAINTENANCE NOTES:
1. INSPECT SEDIMENT FENCES AT LEAST ONCE A WEEK AND AFTER EACH RAINFALL MAKE
ANY REQUIRED REPAIRS IMMEDIATELY.
2. SHOULD THE FABRIC OF A SEDIMENT FENCE COLLAPSE, TEAR, DECOMPOSE OR BECOME
INEFFECTIVE, REPLACE IT PROMPTLY.
3. REMOVE SEDIMENT DEPOSITS AS NECESSARY TO PROVIDE ADEQUATE STORAGE VOLUME
FOR THE NEXT RAIL AND TO REDUCE PRESSURE ON THE FENCE. TAKE CARE TO AVOID
UNDERMINING THE FENCE DURING CLEANOUT.
BELTED SILT RETENTION FENCE (BSRF)
PRIORITY 1 - GREEN BAND
FIGURE 3.35.1
TYPES OF ROAD CROSS—SECTIONS
I
4% 4%
SYM.
A
24'
36" SILTSAVER PRIORITY 11
9SRF FABRIC
<5 acres
FOR LOW GROUND USE
TRENCH
4% 1 4%
6feet
4' LONG WOOD POST (DAIQ
SPACED AT 4'-0"
1 foot
FRONT ELEVATION
BONDING STRIP
I i' x t x 24")
4STAPLES
11" x 1"j GROUND LINE
€� 1- BOTTOM OF
j[u�pa TRENCH LINE
POST OAK
(14'x14"x48')
(OR EQUAL DENSITY)
REPAIR DETAIL
ATTACHING TW0 SILT FENCES
WHEN TRENCHING IS USED
P'' ACE IHd ENL POST
CF ONE FENOE INSxlC
IIaE END POST OF THE
OTHER FENCE
ROTATE BOON POST AT
LAST 1T' AJ A
CLOCKYASE BIREF TMN
�Qzl TD CRBATE R
SEAL OATH THE FABRIC
MATERIAL
LYRECTM OF RUNCFF WATER MINE BOTH PQ$TS
I I ABOUT 12 INCHES IISTO
THE CTtCUHG FNG
B�JRY THE FLAP IH A
iREHCN
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
FIGURE 3.35.1
TYPES OF ROAD CROSS—SECTIONS
I
4% 4%
SYM.
A
2.1 ----
- CROWNED FILL SECTION
<5 acres
FOR LOW GROUND USE
Bottom width flow channel
4% 1 4%
6feet
Depth of flow channel
1 foot
CROWNED TURNPIKE SECTION
Side slopes
FOR LOW GROUND USE WHERE
2:1orflatter
FILL IS UNAVAILABLE
0.5% minimum
h ` ' -
4-6% -
�%
T'T`E: ATLANTIC COAST PIPELINE
EROSION AND SEDIMENT CONTROL PLAN DETAILS
OUTSLOPE SECTION
' FOR USE ON MODERATE SLOPE
AND STABLE SOILS
�HE�KED: -
4-6%
INSLOPE WITH DITCH SECTION
APP. FORBID:
_ - - FOR USE ON STEEP SLOPE AND
l AREAS WITH POOR SOILS
THE CHOICE OF CROSS-SECTION DEPENDS
/
ON DRAINAGE NEEDS. SOIL STABILITY, SLOPE.
APP. FOR CONST.:
AND EXPECTED TRAFFIC VOLUMES.
DISTRICT: - COUNTY: - STATE: Nf C
D►R�FaE: ACP\North Carolina\
GROUP
-
DWG. NO.
6 O F 7
4x 14%
..F----- ------ 11111-
'
CROWNED AND DITCHED SECTION
scALE: AS NOTED
FOR HIGHER VOLUME ROADS ON
- - STEEP SLOPES
FROM: US FOREST SERVICE AND MICHIGAN DNR
TYPES OF ROAD CROSS-SECTIONS
NOT TO SCALE
FIGURE 3.28.1
NOT TO SCALE
SUPER SILT FENCE
N&M FENCE PWT SPACM
SHALL NOT EXCEED
1Nf TO CENTER
OROLNrD
suAFACE
FLDW
TO'
OVUM LIM "MCE
Wffw 1 LAYER OF
FLm CLOM
2 �' DIANE�ER
GALVANIZED OR ALLACNW
POST OR 4'x4' '04T
44r CHAIN LM FENCIgO
44F MYER C M-
F1Aw
Sr MINW1 P= HEIM
Dl1R1f run CN mm 12" I
MLIYWY N GROUND
3B' MIN RJUII WRIED
Ll
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
r
i
EROSION AND SEDIMENT CONTROL PRODUCTS
10' To TOE
OF SLOPE
7
FABRIC TO BE 24" ABOVE GROUND
WITii "J" IN TRENCH
26' 24. FLOW
e"
J�T
TOE IN AND COMPACT BACKFILL
SIDE VIEW
Black Band & MAX D.C. � {
FRONT ELEVATION
BONDING STRIP
(i"x'x24'j
4 STAPLES
(1' x 1�') GROUND LINE
[� 8070M OF
TRENCH LINE
POST OAK
(18° x 1 8° x 49')
(OR EQUAL DENSITY)
REPAIR DETAIL
ATTACHING TWO SILT FENCES
WHEN TRENCHING 0 USED
PLACF THE EMTI POSE
OF ONE FENCE IN567E
PIiE END POSE OF THE
QTHDt FtNCE
POTClXiA E TH POST AT
LEAST 160' IN A
aoci<x1SE� aREcnaN
TO CREATE A TIGHT
SEAL OATH THE FABRIC
MAIERIAL
DIRFCIION OF R1INCFF WATER DRIVE BOT, PCSTS
I T A97UT 12 INCHES INTI
THE GRCUHO AND
6BRT TIS FLAP IN A
En, RENCTI
PLAN VIEW
BELTED SILT RETENTION FENCE (BSRF)
PRIORITY 2 - BLACK BAND
10% SETTLEMENT
NOT TO SCALE
PARABOLIC DIVERSION
10% SETTLEMENT
^
TRAPEZOIDAL DIVERSION
10% SETTLEMENT
VEE—SHAPED DIVERSION
Table3.15.1
CHANNEL CROSS SECTION REQUIREMENTS
SYM.
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
2:1orflatter
2:1orflatter
Grade
0.5% minimum
0.5% minimum
DIVERSION DETAIL
NOT TO SCALE
GENERAL NOTES AND COMMENTS:
SYM.
DATE
BY
REVISION INFORMATION
PROJECT/TASK
APP.
y 1s,{t till ;�R$�a���� ,
; � ` \ C 1 ���,�0 `7 �
• �� � � ,� ' 7 r
� (• �
;�,
�_ P]�1
�`� o - .� � t1 f )
��''',, ���{/��,,,'��;�
� f�0�.� Y �� �� ����ti 1
�'ril,� � I �� ����
ERM NC, INC.
15720 Brixham Hill Ave, Suite 120
ERM Charlotte, NC 28277 [phone]
Atlantic Coast P1 eline LLC
%
�0
03/10/17
08/04/17
NJB
WTS
ISSUED FOR REVIEW
ISSUED FOR REVIEW
-
-
925 White Oaks Blvd. Bridgeport, West Virginia 26330 / 681-842-8000
DRAwN: NJB
08/04/17
T'T`E: ATLANTIC COAST PIPELINE
EROSION AND SEDIMENT CONTROL PLAN DETAILS
�HE�KED: -
-
APP. FORBID:
APP. FOR CONST.:
DISTRICT: - COUNTY: - STATE: Nf C
D►R�FaE: ACP\North Carolina\
GROUP
-
DWG. NO.
6 O F 7
REV.
1
scALE: AS NOTED

COFFERDAMS
4 NIL. PU=C PUMP E%CESS WATER
TO APPROVED GEWATERIKG
DEVICE
S,AHDBW DRY WORK AREA,
JE R,S? E BA 4J 41,' 4 CO J<' L: RD 1i
6 MIL PLA!VX
PUb&P EXCESS WATER
TO APPROVED DEWATERING
pEYLCE �
SANDBAG L}RY WORT( MRSA
COFFERDAMS
NOT TO SCALE
TYPE 1
5/8 IN. POLYPROPYLENE ROPE
1/4 IN. TIE ROPE A
FOLDS FOR COMPACT STORAGE
DEPTH ACCORDING TO NEED
NYLON REINFORCED VINYL
18 (OR 22) OZ. VINYL COVERED NYLON
PLAN VIEW
SILT
JERSEY AIRIER,
AGGREGATE OR
SANOBACS CREEK SANK
S MIL. PLA"C
PRY WORK ARE,
SANDBAGS
PROPOSED
PIPUHE
SECTION"A —
"
COFFERDAM CROSSING
NOT TO SCALE
TWKHM OF STONE i–} DMAiErM
OYER PIPE, A MWETER COAM AOG1 OATS WACM OF NPE CULVERTS
OF PIPE OR IY. E" DEFP SHOULD EQUAL BAHMLL FLAW
WFIICJ•If'YER IS USE ONLY LARGE
GREATER AMCULAR
DURA6IE ii4OK
�_=� f � � �•' ll�� II I IIII-li,11��.
unix
11�illl I! IIII
t� II rm cum
—11111 I I I II I I I i I I�i III 1111111 III f I� I� l�I l I III�f I CIII� Y
CLASS B EROSION
STONE
T111, Iimil I if lipIw I,1I;UILv4I
14 w ; fik'I ItPL,% -oiwI 4I;t.s-L r,
014
111 iBuI1ti41rI� 0��� , •� �
'L-4 '-1k-
Mf1 1131 mumi I hlm1 -
� NL31
0
{#'int,m -I IL, Or ER-11thtig
nvg., l as 1w -
4' MAXyn
STAKE 1'MIN.
STREAM FLOW 1 —SEDIMENT LOG
FLOATATION ANCHOR PT.
11 11 11 = II WOODEN STAKES PLACED 10' WOODEN STAKES PLACED 10'
—.-� STAKE OR ANCHOR, 11 111 1 Ili 11 11 11 O.C. AND THROUGH MIDDLE OF ZO.C. AND THROUGH MIDDLE
-_--_-----_ EVERY 100' (TYPICAL) Z FILTER SOCK OF FILTER SOCK
I BLOWN/PLACED COMPOST FILTER SOCK BLOWN/PLACED COMPOST FILTER SOCK
SHORELINE ®FILL AREA FILTER MEDIA, AS FILTER MEDIA, AS (MINIMUM 12 INCH DIAMETER)
FLAT, LEVEL AREA AASHTO 957 NEEDED AREA TO BE PROTECTED NEEDED
LIMITS OF ) ' P. FREE OF DEBRIS STONE AREA TO BE PROTECTED
CONSTR. WORK AREA WORK AREA
ECONOMY FABRICS AVAILABLE ------------- -- J4" SHORELINE FRONT VIEW
18 OZ. 300 LB/IN. STANDARD lx�
TURBIDITY STAKE OR EQUIVALENT X1,2 NOM. 2 � //�//%%/��/��/��/�\ � '\N M\�
ANCHOR PT. THIS DISTANCE IS VARIABLE �— i \� �
CURTAIN
ALL SEAMS HEAT SEALED 1/4 IN. CHAIN
(BLOW—UP OF SHACKLE CONNECTION)
0
TYPE D
GALVANIZED #24 SAFETY HOOK
TIDAL WATERS AND/OR HEAVY WIND & WAVE ACTION
FLOOD
�— EBB
oanpncrn rnp,
SEDIMENT LOG -
I,
T.
SHEET FLOW
2.
COMPACTED BACKFILL MATERIAL UNDISTURBED
FLAT, LEVEL AREA FREE OF DES GROUND
BRI
m
ELEVATION VIEW
2'x2'x48'(t318')WOOD
G•TA.IC ^AM 1-!1111%]AN Ci1T
SECTION
WOODEN STAKES PLACED 10' O.C.
AND THROUGH MIDDLE OF FILTER
SOCK (TYP.)
am AREA TO BE
PROTECTED
WATER FLOW COMPOST
y FILTER SOCK
an
WATER FLOW
SECTION
WOODEN STAKES PLACED 10' O.C.
AND THROUGH MIDDLE OF FILTER
SOCK (TYP.)
AREA TO BE
PROTECTED
COMPOST
FILTER SOCK
:,
CAUSEWAY Y
�
WORK
FLOW FLOW
4
O
SILT FiN
Sart FENCE
INC DOT #5 OR
_
, .. a*
�I
#57 WASHED
_x R 1ltf fill= _
I ft 111h LLIIIU11 L
PLAN PLAN
STONE
ANCHOR &
AASHTO #57 STONE
NOTES:
100 FT. STANDARD LENGTH
EXTEND
�.
ANCHOR BUOY
Of 4
RUrralw3
PLAN VIEW
NECESSARY UP—SLOPE OF FILTER SOCK, TO BE FILTREXX FILTERMEDIA OR APPROVED EQUAL.
BARRIER MOVEMENT SHORELINE
DUE TO TIDAL CHANGE ANCHOR PT.
2.
SEDIMENT SHALL BE REMOVED WHEN ACCUMULATIONS REACH 1/2 THE ABOVE GROUND HEIGHT OF THE FILTER SOCK.
f[ + • ill Jill hijilklItik
if
ANCH RIN T.
3.
MINIMUM OF 12 INCHES DIAMETER.
g
51411• vik'%k
L+of IXFPk
THIS DISTANCE IS VARIABLE ® FILL AREA
1. SEDIMENT FILTER LOGS SHALL BE INSPECTED WEEKLY AND AFTER EACH
MAINTENANCE NOTES:
f
RUNOFF EVENT. SEDIMENT DEPOSITS SHALL BE CLEANED FROM THE LOG
1.
INSPECT COMPOST SOCK WEEKLY AND AFTER EACH SIGNIFICANT RAINFALL EVENT (1/2 INCH OR GREATER). REMOVE
TURBIDITY CURTAIN DETAIL
WHEN IT REACHES HALF THE HEIGHT OF THE LOG. DAMAGED FILTER
LOGS SHALL BE REPLACED WITHIN 24 HOURS OF INSPECTION. A
ACCUMULATED SEDIMENT AND ANY DEBRIS. THE COMPOST SOCK MUST BE REPLACED IF CLOGGED OR TORN, IF
r
SUPPLY OF FILTER LOGS SHALL BE MAINTAINED ON SITE FOR THIS
CLOGGING BECOMES EXCESSIVE, THE SOCK MAY NEED TO BE REPLACED WITH A LARGER DIAMETER OR A DIFFERENT
STRESS BAND
STRESS PLATE IN. CH IN
NOT TO SCALE
PURPOSE.
MEASURE. THE COMPOST SOCK SHALL BE INSPECTED UNTIL LAND DISTURBANCE IS COMPLETED AND THE AREA
BALLAST
2. COIR LOGS TO BE REMOVED FROM ALL WETLANDS AT THE COMPLETION
ABOVE THE MEASURE HAS BEEN PERMANENTLY STABILIZED.
u
OF CONSTRUCTION ACTIVITIES.
COMPOST FILTER SOCK
TURBIDITY
CURTAIN DETAIL
50 FEET
MINIML144
4O FM
w3mui1
NOT TO SCALE
Fv1p111 k i+'titi
NOT TO SCALE
TOP OF STREAM CHANNEL
TOP Of RANK
IWMK
STRUCTURAL
STREAMBANK
STABILIZATION
DETAIL
-- -- -
SYM.
DATE
BY
NOT TO SCALE
CULVERT STREAM
CROSSING
APP.
y 1s{t till L�R �aEI'.' ,
;� ` \C1
" " `7�
ERM NC, INC.
License #F-1223,'15720
Atlantic Coast Pipeline, LLC
NOT TO SCALE
ISSUED FOR REVIEW
4' MAXyn
STAKE 1'MIN.
STREAM FLOW 1 —SEDIMENT LOG
FLOATATION ANCHOR PT.
11 11 11 = II WOODEN STAKES PLACED 10' WOODEN STAKES PLACED 10'
—.-� STAKE OR ANCHOR, 11 111 1 Ili 11 11 11 O.C. AND THROUGH MIDDLE OF ZO.C. AND THROUGH MIDDLE
-_--_-----_ EVERY 100' (TYPICAL) Z FILTER SOCK OF FILTER SOCK
I BLOWN/PLACED COMPOST FILTER SOCK BLOWN/PLACED COMPOST FILTER SOCK
SHORELINE ®FILL AREA FILTER MEDIA, AS FILTER MEDIA, AS (MINIMUM 12 INCH DIAMETER)
FLAT, LEVEL AREA AASHTO 957 NEEDED AREA TO BE PROTECTED NEEDED
LIMITS OF ) ' P. FREE OF DEBRIS STONE AREA TO BE PROTECTED
CONSTR. WORK AREA WORK AREA
ECONOMY FABRICS AVAILABLE ------------- -- J4" SHORELINE FRONT VIEW
18 OZ. 300 LB/IN. STANDARD lx�
TURBIDITY STAKE OR EQUIVALENT X1,2 NOM. 2 � //�//%%/��/��/��/�\ � '\N M\�
ANCHOR PT. THIS DISTANCE IS VARIABLE �— i \� �
CURTAIN
ALL SEAMS HEAT SEALED 1/4 IN. CHAIN
(BLOW—UP OF SHACKLE CONNECTION)
0
TYPE D
GALVANIZED #24 SAFETY HOOK
TIDAL WATERS AND/OR HEAVY WIND & WAVE ACTION
FLOOD
�— EBB
oanpncrn rnp,
SEDIMENT LOG -
I,
T.
SHEET FLOW
2.
COMPACTED BACKFILL MATERIAL UNDISTURBED
FLAT, LEVEL AREA FREE OF DES GROUND
BRI
m
ELEVATION VIEW
2'x2'x48'(t318')WOOD
G•TA.IC ^AM 1-!1111%]AN Ci1T
SECTION
WOODEN STAKES PLACED 10' O.C.
AND THROUGH MIDDLE OF FILTER
SOCK (TYP.)
am AREA TO BE
PROTECTED
WATER FLOW COMPOST
y FILTER SOCK
an
WATER FLOW
SECTION
WOODEN STAKES PLACED 10' O.C.
AND THROUGH MIDDLE OF FILTER
SOCK (TYP.)
AREA TO BE
PROTECTED
COMPOST
FILTER SOCK
:,
CAUSEWAY Y
�
WORK
AREA® WORK AREA
O
�--
p
O O O 0 O X15•
'
PLAN PLAN
ANCHOR &
AASHTO #57 STONE
NOTES:
100 FT. STANDARD LENGTH
FOLDS EVERY 6 FEET
ANCHOR BUOY
1.
FILTER SOCK TO BE FILTREXX SEDIMENT CONTROL SILTSOXX OR APPROVED EQUAL. FILTER MEDIA INSIDE AND, AS
PLAN VIEW
NECESSARY UP—SLOPE OF FILTER SOCK, TO BE FILTREXX FILTERMEDIA OR APPROVED EQUAL.
BARRIER MOVEMENT SHORELINE
DUE TO TIDAL CHANGE ANCHOR PT.
2.
SEDIMENT SHALL BE REMOVED WHEN ACCUMULATIONS REACH 1/2 THE ABOVE GROUND HEIGHT OF THE FILTER SOCK.
DEPTH ACCORDING TO NEED
ANCH RIN T.
3.
MINIMUM OF 12 INCHES DIAMETER.
NOTES:
THIS DISTANCE IS VARIABLE ® FILL AREA
1. SEDIMENT FILTER LOGS SHALL BE INSPECTED WEEKLY AND AFTER EACH
MAINTENANCE NOTES:
RUNOFF EVENT. SEDIMENT DEPOSITS SHALL BE CLEANED FROM THE LOG
1.
INSPECT COMPOST SOCK WEEKLY AND AFTER EACH SIGNIFICANT RAINFALL EVENT (1/2 INCH OR GREATER). REMOVE
TURBIDITY CURTAIN DETAIL
WHEN IT REACHES HALF THE HEIGHT OF THE LOG. DAMAGED FILTER
LOGS SHALL BE REPLACED WITHIN 24 HOURS OF INSPECTION. A
ACCUMULATED SEDIMENT AND ANY DEBRIS. THE COMPOST SOCK MUST BE REPLACED IF CLOGGED OR TORN, IF
SUPPLY OF FILTER LOGS SHALL BE MAINTAINED ON SITE FOR THIS
CLOGGING BECOMES EXCESSIVE, THE SOCK MAY NEED TO BE REPLACED WITH A LARGER DIAMETER OR A DIFFERENT
STRESS BAND
STRESS PLATE IN. CH IN
NOT TO SCALE
PURPOSE.
MEASURE. THE COMPOST SOCK SHALL BE INSPECTED UNTIL LAND DISTURBANCE IS COMPLETED AND THE AREA
BALLAST
2. COIR LOGS TO BE REMOVED FROM ALL WETLANDS AT THE COMPLETION
ABOVE THE MEASURE HAS BEEN PERMANENTLY STABILIZED.
OF CONSTRUCTION ACTIVITIES.
COMPOST FILTER SOCK
TURBIDITY
CURTAIN DETAIL
COIR LOG DETAIL
NOT TO SCALE
NOT TO SCALE
NOT TO SCALE
GENERAL NOTES AND COMMENTS:
SYM.
DATE
BY
REVISION INFORMATION
PROJECT/TASK
APP.
y 1s{t till L�R �aEI'.' ,
;� ` \C1
" " `7�
ERM NC, INC.
License #F-1223,'15720
Atlantic Coast Pipeline, LLC
�0
ISSUED FOR REVIEW
03/10/17
NJB
��,�0
A
08/04/17
WTS
ISSUED FOR REVIEW
(•
ERM
Brixham Hill Ave, Suite 120
Charlotte, NC 28277 [phone]
925 White Oaks Blvd. Bridgeport, West Virginia 26330 / 681-842-8000
DRAWN:
NJB
08/04/17
P]�1
o .� t1 f )
TITLE: ATLANTIC COAST PIPELINE
CHECKED:
-
-
/7,,,';�
EROSION AND SEDIMENT CONTROL PLAN DETAILS
APP. FOR BID:
1
GROUP
DWG. NO.
��ti
APP. FOR CONST.:
DISTRICT: - COUNTY: - STATE: INC
REV.
SCALE:
AS NOTED
DIRiFI�E: ACP\North Carolina\
—
7 OF 7
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