Loading...
HomeMy WebLinkAbout20140957 Ver 2_NC Contractor Yards_Raleigh_ESCP_Compiled_20170920EROSION & SEDIMENT CONTROL PLAN HALIFAX AND JOHNSTON COUNTIES, NORTH CAROLINA ATLANTIC COAST PIPELINE PROJECT SHEET INDEX PROJECT CONTACTS LOCATION MAP 1" = 5 MILES WHEN PRINTED FULL SIZE 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 SHEET 3 - HALIFAX (SP8_CY SPR08-A) ESCP NORTH CAROLINA SHEET 4 - SMITHFIELD (SP9_CY SPR09-A) AERIAL OVERVIEW SHEETS 2-3 SHEET 2 - HALIFAX (SP8_CY SPR08-A) AERIAL OVERVIEW SHEETS 4-5 SHEET 5 - SMITHFIELD (SP9_CY SPR09-A) ESCP SHEET 6 - ESCP NOTES SHEET 7 - ESCP DETAILS CONTRACTOR YARDS - RALEIGH REGION SHEET 8 - ESCP DETAILS SHEET 9 - ESCP DETAILS 08/04/2017 08/04/2017 08/04/2017 08/04/2017 08/04/2017 08/04/2017 08/04/2017 1 1 1 1 1 1 1 08/04/20171 08/04/20171 CONSULTANT ERM NC, INC. LICENSE #F-1223 15720 BRIZHAM HILL AVENUE, SUITE 120 CHARLOTTE, NORTH CAROLINA 28277 SCOTT ROBINSON, PE 704-541-8345 scott.robinson@erm.com OWNER/APPLICANT DOMINION ENERGY TRANSMISSION, INC. 5000 DOMINION BOULEVARD GLEN ALLEN, VA 23060 PHONE: 804-335-4923 GATE FH AP-2140 14 0 140 140130 130140 140 Shlg 009 140138136142144 146whlb 050eShlg 008 142 144 Shlb 050 EEEEEEE E E E E E E shlg 007FUEL TANKSTRAILERSE Q U I P M E N TVAN PARKINGE Q U I P M E N T STORAGE UNITSCB/LM FENCE STREAM CONTRACTOR YARD LIMITS DITCH CONTOUR140 WETLAND AP-2 RIGHT-OF-WAY AP-2 CENTERLINE whlb 050e OVERHEAD ELECTRIC LINEE FUEL TANK AREA (25' x 250') TRAILER (24' x 60') GRAVEL AREA. STORAGE UNITS TOP SOIL SEGREGATION AREA CABLE JUNCTION BOXCB UTILITY POLE TBM TEMPORARY BENCH MARK FIRE HYDRANTFH L E G E N D 200 0 100 200 HALIFAX HALIFAX 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. NC RO U T E 6 1 9 J. S. P O P E R O A D UN N AM ED T R I BU T A R Y TOMA R SH SW AM P 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 (704) 541-8345 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 9 FLOW ARROW LIMITS OF DISTURBANCE LIMITS OF CONSTRUCTION JASM I N E L A N E NC ROUTE 618 GRAPEVINE ROAD GA T E FH AP-214 0 1 4 0140140 130 130140 140 Shlg 009 140138 136 142 144 146 whlb 050 e Shlg 008 142 144 Shlb 050 EEEEEEEEE E EE E shlg 007FUEL TANKSTRAILERSE Q U I P M E N TVAN PARKINGE Q U I P M E N TSTORAGE UNITSCB/ L M FENCE STREAM CONTRACTOR YARD LIMITS DITCH CONTOUR140 WETLAND AP-2 RIGHT-OF-WAY AP-2 CENTERLINE whlb 050e OVERHEAD ELECTRIC LINEE FUEL TANK AREA (25' x 250') TRAILER (24' x 60') GRAVEL AREA. STORAGE UNITS TOP SOIL SEGREGATION AREA CABLE JUNCTION BOXCB UTILITY POLE TBM TEMPORARY BENCH MARK FIRE HYDRANTFH L E G E N D 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. HALIFAX HALIFAX CONTRACTOR YARD ESCP NC ROUTE 619 J.S. POPE ROAD UNNAMED TR IBUTARY TOMARSH SWAMP 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 (704) 541-8345 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 9 FLOW ARROW LIMITS OF DISTURBANCE (49.6 ACRES) LIMITS OF CONSTRUCTION (51.9 ACRES) JASMINE LANE NC ROUTE 618 GRAPEVINE ROADROCK CONSTRUCTION ENTRANCE (OR APPROVED ALT.) PROPOSED COMPOST FILTER SOCK OR SILT FENCE GRAVEL PARKING LOT (18.0 ACRES) TOPSOIL SEGREGATION (2.1 ACRES) TOPSOIL SEGREGATION (2.1 ACRES) EX. CULVERTS EX. CULVERT ROCK CONSTRUCTION ENTRANCE (REF. SHEET 7) ROCK CONSTRUCTION ENTRANCE (REF. SHEET 7) ROCK CONSTRUCTION ENTRANCE (REF. SHEET 7) PROP. 18" CULVERT (REF. SHEET 9) ROCK CONSTRUCTION ENTRANCE (REF. SHEET 7) PROP. 24" CULVERT (REF. SHEET 9) EX. CULVERTS EX. CULVERT EX. CULVERTS PROP. 18" CULVERT (REF. SHEET 9) EX. CULVERT PROP. 21 " C U L V E R T (REF. SHE E T 9 ) OU T L E T P R O T E C T I O N (RE F . S H E E T 8 ) SUPE R S I L T F E N C E O R STAC K E D 1 8 - I N C H C F S (REF. S H E E T 9 ) 18" COMPOST FILTER SOCK OR BRSF (REF.SHEET 9) EX. CULVERTS EX. CULVERT DIVERSION SWALE AND OUTLET PROTECTION (REF. SHEET 8) SUPER SILT FENCE OR STACKED 18-INCH CFS (REF.SHEET 9) 18" COMPOST FILTER SOCK OR BSRF (REF. SHEET 9) OUTLET PROTECTION PROPOSED CULVERT PROPOSED DIVERSION SWALE 18" COMPOST FILTER SOCK OR BSRF (REF. SHEET 9) 18" COMPOST FILTER SOCK OR BSRF (REF. SHEET 9) WATERBODY (DITCH) WATERBODY (DITCH) 18" COMPOST FILTER SOCK OR BRSF (REF. SHEET 9) 18" COMPOST FILTER SOCK OR BRSF (REF.SHEET 9) G R A V E L R O A D DIRT R O A D E E E E E E GA GA GA GA GA GA 1401401401401401401401401401 4 0 1401 4 0 130142 1421 3 8 13413413814 2 140142 E E E wjob 115f sj o b 1 0 9 LAT:35°28'39.19" LON:78°20'04.17"FUEL TANKSTRAILERSV A N P A R K I N G STORAGE UNITSL E G E N D UTILITY POLE OVERHEAD ELECTRIC LINE CONTOUR TBM FENCExxxxxxx STREAM DITCH GUY ANCHORGA TEMPORARY BENCH MARK E CONTOUR140 WETLANDwjob 115f CULVERT FUEL TANK AREA (25' x 250') TRAILER (24' x 60') GRAVEL AREA. STORAGE UNITS TOP SOIL SEGREGATION AREA 200 0 100 200 JOHNSTON SMITHFIELD 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. MARSHALL ROAD POL E C A T B R A N C H 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 (704) 541-8345 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 9 FLOW ARROW LIMITS OF DISTURBANCE LIMITS OF CONSTRUCTION O L D M A L L A R D R O A D MALLARD ROAD B R O G D E N R O A D POND G R A V E L R O A D DIR T R O A D E E E E E E GA GA GA GA GA GA 1401401401401401401401401401 4 0 1401 4 0 13014 2 14213813413413814 2 140142 E E E wjob 115f sj o b 1 0 9 LAT:35°28'39.19" LON:78°20'04.17"FUEL TANKSTRAILERSV A N P A R K I N G STORAGE UNITSUTILITY POLE OVERHEAD ELECTRIC LINE CONTOUR TBM FENCExxxxxxx STREAM DITCH GUY ANCHORGA TEMPORARY BENCH MARK E CONTOUR140 WETLANDwjob 115f L E G E N D CULVERT FUEL TANK AREA (25' x 250') TRAILER (24' x 60') GRAVEL AREA. STORAGE UNITS TOP SOIL SEGREGATION AREA L E G E N D 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. JOHNSTON SMITHFIELD CONTRACTOR YARD ESCP 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 (704) 541-8345 AS NOTED -- 08/04/17NJB 1-ACP\North Carolina\ - ATLANTIC COAST PIPELINE NC --ISSUED FOR REVIEWNJB03/10/170 --ISSUED FOR REVIEWWTS08/04/171 5 OF 9 FLOW ARROW LIMITS OF DISTURBANCE (36.8 ACRES) LIMITS OF CONSTRUCTION (42.1 ACRES) ROCK CONSTRUCTION ENTRANCE (OR APPROVED ALT.) PROPOSED COMPOST FILTER SOCK OR SILT FENCE O L D M A L L A R D R O A D MALLARD ROADMAR S H A L L D RI V E TOPSOIL SEGREGATION (2.1 ACRES) GRAVEL PARKING LOT (7.3 ACRES) GRAVEL (5.1 ACRES) OUTLET PROTECTION PROPOSED CULVERT PROPOSED DIVERSION SWALE P O N D SUPER SILT FENCE OR STACKED 18-INCH CFS (REF.SHEET 9) EX. 14" CULVERT ROCK CONSTRUCTION ENTRANCE (REF. SHEET 7) 18" COMPOST FILTER SOCK OR BSRF (REF. SHEET 9) SUPER SILT FENCE OR STACKED 18-INCH CFS (REF.SHEET 9) EX. 36" CULVERT 18" COMPOST FILTER SOCK OR BSRF (REF. SHEET 9) EX. 18" CULVERT ROCK CONSTRUCTION ENTRANCE (REF. SHEET 7) PROP. 18" CULVERT W/ OUTLET PROTECTION (REF. SHEET 9) ROCK CONSTRUCTION ENTRANCE (REF. SHEET 7) EX. 36" CULVERT 18" COMPOST FILTER SOCK OR BSRF (REF. SHEET 9) PROP. 18" CULVERT W/ OUTLET PROTECTION (REF. SHEET 9) PROP. 18" CULVERT W/ OUTLET PROTECTION (REF. SHEET 9) OUTLET PROTECTION (REF. SHEET 8) DIVERSION SWALE AND OUTLET PROTECTION (REF. SHEET 8) 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.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 (704) 541-8345 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 9 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 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 (704) 541-8345 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 7 OF 9 “”“” 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/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 (704) 541-8345 AS NOTED -- 08/04/17NJB 1-ACP\North Carolina\ - ATLANTIC COAST PIPELINE NC --ISSUED FOR REVIEWNJB03/10/170 --ISSUED FOR REVIEWWTS08/04/171 8 OF 9 TYPE 1 - EROSION AND SEDIMENT CONTROL PLAN DETAILS 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 (704) 541-8345 AS NOTED -- 08/04/17NJB 1-ACP\North Carolina\ - ATLANTIC COAST PIPELINE NC --ISSUED FOR REVIEWNJB03/10/170 --ISSUED FOR REVIEWWTS08/04/171 9 OF 9