Atlantic Coast Pipeline - NC Contractor Yards_Fayetteville_ESCP_Compiled

EROSION & SEDIMENT CONTROL PLAN
CUMBERLAND COUNTY, NORTH CAROLINA
ATLANTIC COAST PIPELINE PROJECT
SHEET INDEX
PROJECT CONTACTS
OWNER/APPLICANT
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]
LOCATION MAP
1" = 2,000 FEET
WHEN PRINTED FULL SIZE
DOMINION ENERGY TRANSMISSION, INC.
5000 DOMINION BOULEVARD
GLEN ALLEN, VA 23060
PHONE: [phone]
EXISTING INFORMATION SOURCES
CONTOURS AND BASE MAP PROVIDED BY I3
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.
-X/XX/201X
SHEET 1 - COVER SHEET
SHEET X - SHEET TITLE
MOST RECENT ISSUE OR REVISION DATE
MOST RECENT REVISION NUMBER
FILLED CIRCLE INDICATES DRAWING INCLUDED WITHIN THIS ISSUE
DRAWING INDEX LEGEND
08/04/2017
SHEET 3 - FAYETTEVILLE (SP10_CY SPR10-A) ESCP
NORTH CAROLINA
SHEETS 2-3
SHEET 2 - FAYETTEVILLE (SP10_CY SPR10-A) AERIAL OVERVIEW
SHEET 4 - ESCP NOTES
SHEET 7 - ESCP DETAILS
CONTRACTOR YARDS - FAYETTEVILLE REGION
08/04/2017
08/04/2017
08/04/2017
08/04/2017
SHEET 5 - ESCP DETAILS08/04/2017
SHEET 6 - ESCP DETAILS08/04/2017
1
1
1
1
1
1
1
GAGA
GA
GA
E
E
E
E
E
ZONE X
TS
GP
G 281
x x x x x x
x x x x x x x x x x x x x x x x x x x x x x x x
G
G
LM
PIEDMONT
90
410045701
LAT:35°02'38.27"
LON:78°49'20.7146"
GATE POSTS
GATE POSTS
wcuc 051e
90
FUEL

T
A
N
K
S
E Q U I P M E N T
TRAILERS
STOR
A
G
E

U
N
I
T
S
G R
A

V

E

L

R

O

A

D
OVERHEAD ELECTRIC LINE
CONTRACTOR YARD LIMITS
E
UNDERGROUND GAS LINEG
FENCExxxxxxx
CONTOUR
STREAM
DITCH
CONTOUR1000
WETLANDwcuc 051e
FUEL TANK AREA (25' x 250')
TRAILER (24' x 60')
GRAVEL AREA.
STORAGE UNITS
TOP SOIL SEGREGATION AREA
UTILITY POLE
GP GUY POLE
GUY ANCHORGA
UTILITY VALVE
POST
LM LINE MARKER
TS
TEST STAND
TBM TEMPORARY BENCH MARK
L E G E N D
200 0 100 200
CUMBERLAND
FAYETTEVILLE CONTRACTOR YARD AERIAL OVERVIEW
1.CONTOURS AND BASE MAP PROVIDED BY I3 ENGINEERING AND CONSULTING, LLC WITH ADDITIONAL CONTOURS OBTAINED FROM THE USGS NATIONAL ELEVATION DATASET.
THE CONTRACTOR IS RESPONSIBLE FOR VERIFYING ITS ACCURACY.
2.DISCREPANCIES FOUND IN THE PROJECT EXISTING CONDITIONS MUST BE REPORTED TO THE PROJECT ENGINEER/OWNER.
3.NO GUARANTEE OR ASSURANCE IS GIVEN BY THE OWNER OR ENGINEER AS TO THE ACCURACY, COMPLETENESS, OR VALIDITY OF THE EXISTING UTILITIES. CONTRACTOR TO
PERFORM "CALL BEFORE YOU DIG" TO COORDINATE WITH UTILITY COMPANIES, AND LOCATE AND IDENTIFY ALL UTILITIES PRIOR TO CONSTRUCTION.
4.DOMINION RESERVES THE RIGHT TO USE EITHER, OR BOTH, 12" COMPOST FILTER SOCK OR STANDARD SILT FENCE, FOR ANY APPLICATION IN WHICH EITHER OF THESE TWO
CONTROL MEASURES ARE SPECIFIED.ACCORD ROADUNNAMED TRIBUTARY TO
LOCKS CREEK
GENERAL NOTES AND COMMENTS:SYM.DATE BY REVISION INFORMATION PROJECT/TASK SEAL
APP. FOR CONST.:
SCALE:
APP. FOR BID:
CHECKED:
DRAWN:
DIR/FILE:
DISTRICT:
TITLE:
COUNTY:DWG. NO.GROUP REV.STATE:
925 White Oaks Blvd. Bridgeport, West Virginia 26330 / 681-842-8000
Atlantic Coast Pipeline, LLC
ERM 15720 Brixham Hill Ave, Suite 120
License #F-1223
ERM NC, INC.
Charlotte, NC 28277 [phone]
AS NOTED
--
08/04/17NJB
1-ACP\North Carolina\
-
ATLANTIC COAST PIPELINE
NC
--ISSUED FOR REVIEWNJB03/10/170
--ISSUED FOR REVIEWWTS08/04/171
2 OF 7
LIMITS OF DISTURBANCE
LIMITS OF CONSTRUCTION
UNNA
M
E
D

T
R
I
B
U
T
A
R
Y

T
O
LOCK
S

C
R
E
E
K
DOWNING ROAD
NC ST
A
T
E

H
I
G
H
W
A
Y

2
4
CLIN
T
O
N

R
O
A
D
DOWNI
N
G

R
O
A
D
FLOW ARROW
AGA
GA
GA
E
E
E
E
Ex
ZONE X
TS
GP
G 281
x x x x x x x x x x x x x
x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x
G
G
LM
PIEDMONT
90410045701
LAT:35°02'38.27"
LON:78°49'20.7146"
GATE POSTS
GATE POSTS
wcuc 051e
90
FUEL

T
A
N
K
S
E Q U I P M E N T
TRAILERS
STOR
A
G
E

U
N
I
T
S
G R

A

V

E

L

R

O

A

D
OVERHEAD ELECTRIC LINE
CONTRACTOR YARD LIMITS
E
UNDERGROUND GAS LINEG
FENCExxxxxxx
CONTOUR
STREAM
DITCH
CONTOUR1000
WETLANDwcuc 051e
FUEL TANK AREA (25' x 250')
TRAILER (24' x 60')
GRAVEL AREA.
STORAGE UNITS
TOP SOIL SEGREGATION AREA
L E G E N D
GP
GA
LM
TS
TEST STAND
TBM TEMPORARY BENCH MARK
UTILITY POLE
GUY POLE
GUY ANCHOR
UTILITY VALVE
POST
LINE MARKER
TEST STAND
TEMPORARY BENCH MARK
100 0 50 100
1.CONTOURS AND BASE MAP PROVIDED BY I3 ENGINEERING AND CONSULTING, LLC WITH ADDITIONAL CONTOURS OBTAINED FROM THE USGS NATIONAL ELEVATION DATASET.
THE CONTRACTOR IS RESPONSIBLE FOR VERIFYING ITS ACCURACY.
2.DISCREPANCIES FOUND IN THE PROJECT EXISTING CONDITIONS MUST BE REPORTED TO THE PROJECT ENGINEER/OWNER.
3.NO GUARANTEE OR ASSURANCE IS GIVEN BY THE OWNER OR ENGINEER AS TO THE ACCURACY, COMPLETENESS, OR VALIDITY OF THE EXISTING UTILITIES. CONTRACTOR TO
PERFORM "CALL BEFORE YOU DIG" TO COORDINATE WITH UTILITY COMPANIES, AND LOCATE AND IDENTIFY ALL UTILITIES PRIOR TO CONSTRUCTION.
4.DOMINION RESERVES THE RIGHT TO USE EITHER, OR BOTH, 12" COMPOST FILTER SOCK OR STANDARD SILT FENCE, FOR ANY APPLICATION IN WHICH EITHER OF THESE TWO
CONTROL MEASURES ARE SPECIFIED.
CUMBERLAND
FAYETTEVILLE CONTRACTOR YARD ESCP
UNNAMED TRI
B
U
T
A
R
Y
TO LOCKS CRE
E
K
GENERAL NOTES AND COMMENTS:SYM.DATE BY REVISION INFORMATION PROJECT/TASK APP.SEAL
APP. FOR CONST.:
SCALE:
APP. FOR BID:
CHECKED:
DRAWN:
DIR/FILE:
DISTRICT:
TITLE:
COUNTY:DWG. NO.GROUP REV.STATE:
925 White Oaks Blvd. Bridgeport, West Virginia 26330 / 681-842-8000
Atlantic Coast Pipeline, LLC
ERM 15720 Brixham Hill Ave, Suite 120
License #F-1223
ERM NC, INC.
Charlotte, NC 28277 [phone]
AS NOTED
--
08/04/17NJB
1-ACP\North Carolina\
-
ATLANTIC COAST PIPELINE
NC
--ISSUED FOR REVIEWNJB03/10/170
--ISSUED FOR REVIEWWTS08/04/171
3 OF 7
LIMITS OF DISTURBANCE
(39.4 ACRES)
LIMITS OF CONSTRUCTION
(40.8 ACRES)
PROPOSED COMPOST FILTER
SOCK OR SILT FENCE
NC S
T
A
T
E

H
I
G
H
W
A
Y

2
4
DOWN
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G

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O
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ACCORD ROADFLOW ARROW
ROCK CONSTRUCTION
ENTRANCE (OR APPROVED
ALT.)
OUTLET PROTECTION
PROPOSED CULVERT
PROPOSED DIVERSION SWALE
GRAVEL PARKING LOT
(11.3 ACRES)
GRAVEL PARKING LOT
(6.7 ACRES)
TOPSOIL SEGREGATION
(1.6 ACRES)
TOPSOIL SEGREGATION
(2.0 ACRES)
GRAVEL PARKING LOT
(3.2 ACRES)
EX. 18" CULVERT
ROCK CONSTRUCTION
ENTRANCE
(REF. SHEET 5)
SUPER SILT FENCE OR
STACKED 18-INCH CFS
(REF.SHEET 7)
DIVERSION SWALE
(REF. SHEET 6)
DIVERSION SWALE
(REF. SHEET 6)
DIVERSION SWALE
(REF. SHEET 6)
SUPER SILT FENCE OR
STACKED 18-INCH CFS
(REF.SHEET 7)
OUTLET PROTECTION
(REF. SHEET 6)
PROP. (2) 18" CULVERT
& OUTLET PROTECTION
(REF. SHEET 6)
PROP. 18" CULVERT &
OUTLET PROTECTION
(REF. SHEET 6)
SUPER SILT FENCE OR
STACKED 18-INCH CFS
(REF. SHEET 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
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.
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 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
-
EROSION AND SEDIMENT CONTROL PLAN NOTES
GENERAL NOTES AND COMMENTS:SYM.DATE BY REVISION INFORMATION PROJECT/TASK APP.
APP. FOR CONST.:
SCALE:
APP. FOR BID:
CHECKED:
DRAWN:
DIR/FILE:
DISTRICT:
TITLE:
COUNTY:DWG. NO.GROUP REV.STATE:
925 White Oaks Blvd. Bridgeport, West Virginia 26330 / 681-842-8000
Atlantic Coast Pipeline, LLC
ERM 15720 Brixham Hill Ave, Suite 120
License #F-1223
ERM NC, INC.
Charlotte, NC 28277 [phone]
AS NOTED
--
08/04/17NJB
1-ACP\North Carolina\
-
ATLANTIC COAST PIPELINE
NC
--ISSUED FOR REVIEWNJB03/10/170
--ISSUED FOR REVIEWWTS08/04/171
4 OF 7
TRENCH PLUG
SPACING
SLOPE
SECTION VIEW
ELEVATION PIPE INVERT
PIPELINE
PIPE BEDDING
TRENCH
PLUGS
DEPTH OF
TRENCH
24" MIN
STACKED CLAY,
BENTONITE OR
CONCRETE-FILLED
SACKS
WELL VEGETATED
AREA
TYPICAL LOCATION OF SEDIMENT
BARRIER (IF REQUIRED, SEE NOTE 5)
SLO
P
E
2
%(TYP.)SLOPE BREAKER
(TYP.)
A
A'
6' MIN.
AFTER COMPACTION
18" MIN. AFTER
COMPACTION
FINAL GRADE
SECTION A - A'
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.
SPACING OF WATERBARS
(IN ACCORDANCE WITH
CONSTRUCTION
ALIGNMENT SHEETS)
PIPELINE TRENCH
TRENCH SPOILS (TYP.)
PROPOSED
R.O.W.
SOIL DIVERSION BERM OR COMPOST FILTER
SOCK FOR TEMPORARY WATERBAR (SEE SOIL
DIVERSION BERM AND COMPOST FILTER SOCK
DETAILS, THIS SHEET), SOIL DIVERSION BERM
FOR PERMANENT WATERBAR.
F
S
FS
FS
FS
TOP OF BANK
TOP OF BANK
STREAM FLOW
PROPOSED R.O.W.PROPOSED R.O.W.TRAVEL AREATRENCH
TOPSOIL
SPOIL
PILE
TOP SOIL
BACKHOE
BACKHOE
SCREENED INLET
BELTED SILT RETENTION
FENCE (TYP.)
STANDBY PUMP
PUMP AND FUEL CAN PLACED
IN FLUID CONTAINMENT BOX
UPSTREAM SANDBAG
COFFERDAM
SPOIL PILE
TOP
SOIL
TOP
SOIL
25' MIN.
25' MIN.
HOSE
PIPE WELDED, CONC.
COATED OR WEIGHTED
DOWNSTREAM SANDBAG
COFFERDAM
ENERGY DISSIPATOR
(E.G., FILTER BAG)EQUIPMENTCROSSINGBUFFER 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)50'
50'
TRENCH PLUG AND FILTER SOCK
TRENCH
PLUG
TRENCH PLUG
AND BELTED SILT
RETENTION FENCE
TIMBERMAT
8" X 8" X18' ROUGH OAK TIMBER
STEEL CABLE
TYPICAL 4'
WELL VEGETATED,
GRASSY AREA
PLAN VIEW
ELEVATION VIEW
FILTER BAG
FILTER BAG
DISCHARGE HOSE
PUMP
CLAMPS
PUMP
DISCHARGE HOSE
INTAKE HOSE
CLAMPS
INTAKE HOSE
WELL VEGETATED,
GRASSY AREA
TIMBERMATS DIVERSION
RIDGE
6"
4'DIVERSION
RIDGE
6"
4'
COMPACTED EARTH
OR STONE
COMPACTED EARTH
OR STONE
ENTRANCE PADS TO BE MADE OF COURSE
AGGREGATE (AASHTO NO. 1) OR TIMBER
SLAB WOOD (TYP.).
APPLY ONE LAYER (TWO LAYERS IN WET
AREAS) GEATEXTILE UNDER ENTRANCE PADS
(TYP.).
GENERAL NOTES SYM.DATE BY REVISION INFORMATION PROJECT/TASK APP.SEAL
APP. FOR CONST.:
SCALE:
APP. FOR BID:
CHECKED:
DRAWN:
DIR/FILE:
DISTRICT:
TITLE:
COUNTY:DWG. NO.GROUP REV.STATE:
925 White Oaks Blvd. Bridgeport, West Virginia 26330 / 681-842-8000
Atlantic Coast Pipeline, LLC
ERM 15720 Brixham Hill Ave, Suite 120
License #F-1223
ERM NC, INC.
Charlotte, NC 28277 [phone]
AS NOTED
--
08/04/17NJB
1-ACP\North Carolina\
-
ATLANTIC COAST PIPELINE
NC
--ISSUED FOR REVIEWNJB03/10/170
--ISSUED FOR REVIEWWTS08/04/171
-
EROSION AND SEDIMENT CONTROL PLAN DETAILS
5 OF 7
“”“”
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.
-
EROSION AND SEDIMENT CONTROL PLAN DETAILS
GENERAL NOTES AND COMMENTS:SYM.DATE BY REVISION INFORMATION PROJECT/TAS .SEAL
APP. FOR CONST.:
SCALE:
APP. FOR BID:
CHECKED:
DRAWN:
DIR/FILE:
DISTRICT:
TITLE:
COUNTY:DWG. NO.GROUP REV.STATE:
925 White Oaks Blvd. Bridgeport, West Virginia 26330 / 681-842-8000
Atlantic Coast Pipeline, LLC
ERM 15720 Brixham Hill Ave, Suite 120
License #F-1223
ERM NC, INC.
Charlotte, NC 28277 [phone]
AS NOTED
--
08/04/17NJB
1-ACP\North Carolina\
-
ATLANTIC COAST PIPELINE
NC
--ISSUED FOR REVIEWNJB03/10/170
--ISSUED FOR REVIEWWTS08/04/171
6 OF 7
TYPE 1
-
EROSION AND SEDIMENT CONTROL PLAN DETAILS
GENERAL NOTES AND COMMENTS:SYM.DATE BY REVISION INFORMATION PROJECT/TASK APP.
APP. FOR CONST.:
SCALE:
APP. FOR BID:
CHECKED:
DRAWN:
DIR/FILE:
DISTRICT:
TITLE:
COUNTY:DWG. NO.GROUP REV.STATE:
925 White Oaks Blvd. Bridgeport, West Virginia 26330 / 681-842-8000
Atlantic Coast Pipeline, LLC
ERM 15720 Brixham Hill Ave, Suite 120
License #F-1223
ERM NC, INC.
Charlotte, NC 28277 [phone]
AS NOTED
--
08/04/17NJB
1-ACP\North Carolina\
-
ATLANTIC COAST PIPELINE
NC
--ISSUED FOR REVIEWNJB03/10/170
--ISSUED FOR REVIEWWTS08/04/171
7 OF 7