20201403 Ver 1_More Info Received_20210114

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Permanent: 3,986
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Permanent: 2,611
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Stream A
Total Linear Ft.
Perennial: 79.28
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Intermittent: 54.25
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/ Neuse River Buffer (sq. ft.)
Z 1

Source: Burns & McDonnell Consultants, Inc.

R/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WPLPLPLPLPLPLPL
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PL 38+0039+0040+0041+0042+0043+0044+0045+0046+0047+0048+0038+0039+0040+0041+0042+0043+0044+0045+0046+0047+00295300305310315320325330335295300305310315320325330335STA: 41+07 4° SAG FIELD BEND
STA: 45+67 3° FIELD OVERBEND
STA: 45+60 90° FITTING (H) PIEDMONT 'S NATURAL GAS FACILITY DRAWINGS ARE CONSIDERED CONFIDENTIAL (OM-1095) * DRAWING IS CURRENT ONLY THROUGH THE LATEST REVISED DATE * TO ENSURE THERE IS NO RISK OF INAPPROPRIATE DISCLOSURE ALL PREVIOUS PAPER COPIES OF THIS DRAWING MUST BE DESTROYED IN ACCORDANCE WITH RECORDS & INFO. MANAGEMENT (RIM) POLICY 1001PROPRIETARY & CONFIDENTIAL ALL RIGHTS RESERVED * DO NOT SCALE THIS DRAWING * USE DIMENSIONS ONLYPROFESSIONAL ENG/ARCH STAMPDESCRIPTIONNO.REVISION(S) DESCRIPTIONBYCHKAPPDDATEINITIALSDATEREGIONALENGINEERINITIALSDATEMGR TECHREC & STDINITIALSDATEPRINCIPALENGINEERAPPROVALSZ:\Clients\TND\DukeEnrgyCar\118874_ClaytonCtyGate\Design\Pipeline\CADD\Working\0228708_0228711\0228711_Ln473\Civil\PNG-C-473-0001005 - PNG-C-473-0001014.dwg 1/14/2021 2:43 PMMATERIALCLASS / MAOPCONST. METHODEASEMENTSREF. DWG. NO.TAX ID:OWNER:DEED BOOK / PAGE:PIPE DATA(SLOPE STATIONING)PLAN STATIONING RIGHT-OF-WAY
STATIONING RIGHT-OF-WAY
PROFILE
PIPE DATAPROFILE PLAN ACREAGEN/AN/AN/AN/ADISCIPLINE / RESOURCE CENTER / LINE NUMBERDESCRIPTIONNO.REVISION(S) DESCRIPTIONBYCHKAPPDDATEDRAWING BYSHEET(S)DWG SCALEDWG DATEINITIALSDATEREGIONALENGINEERINITIALSDATEMGR TECHREC & STDINITIALSDATEPRINCIPALENGINEERACCOUNT NUMBERPROJECT NUMBERDRAWING NUMBERAPPROVALSREVISIONAREA CODESUPERSEDEDCHECKER INITIALSSTATION IDCOPYRIGHT 2018PNG__-C-473-0001010010 OF 34H: 1"=50', V: 1"=10' LINE 473ALIGNMENT PLAN & PROFILE - 8" PIPELINECLAYTON, NCMJD CNS CAM1853 0228711MJD01/15/20210 01-15-2021 ISSUED FOR CONSTRUCTIONGOLDSBORO RESOURCE CENTER, DUDLEY, NORTH CAROLINACLASS 3 / 1000 PSIGMATCH LINE 47+50MATCH LINE 37+5005H04002CGRIFOLS THERAPEUTICS INCDB / PAGE05H04002C35'25'50' PERMANENTEASEMENT25' TEMPORARYWORKSPACEPROPOSED SITEACCESS DRIVE05H03100CNORTH CAROLINA RAILROAD COMPANYDB / PAGE05H03100C15'75'75'
20'EXISTING GRADEPROPOSED PIPELINE5' MIN.PROPOSED 8" PIPELINE 1000'1OPEN CUT11ADDITIONALTEMPORARYWORKSPACEBURNS & McDONNELL CONSULTANTS, INC.STATE LICENSE # C-1435CNS01/15/2021 CAMNOTE 1NOTES1. PERMANENT MAINTAINED EASEMENTWIDTH THROUGH WETLANDS ANDSTREAMS SHALL BE 30' TO COMPLY WITHPNG PERMANENTLY MAINTAINED ACCESSCORRIDOR PROTOCOL.TSTEST STATION # 3 INSTALL (3) BLACK STRANDED #12THHN WIRES ONTO LINE 473 NEAR ANGLE POINT ANDBRING WIRES UP INTO BIG FINK ABOVE GRADE TESTSTATION. INSTALL BORIN AC-20 STELTH7 REFERENCEELECTRODE AT PIPE LEVEL ACCORDING TOMANUFACTURER'S SPECIFICATIONS AND BRING WIREUP INTO SAME FINK TEST STATION. PLACE TESTSTATION IN A CATTLE GUARD.ISSUED FORCONSTRUCTIONREF. DWG(S)PNG-G-473-0001000PNG-C-473-0001022
OHEOHEOHEOHEOHE OHE OHEOHEOHEOHER/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/W48+0049+0050+0051+0052+0053+0054+0055+0056+0057+0058+0059+0060+0048+0049+0050+0051+0052+0053+0054+0055+0056+0057+0058+0059+00305310315320325330335340345305310315320325330335340345STA: 56+09 5° FIELD BEND (H)
STA: 51+39 5° SAG FIELD BEND
STA: 58+28 9° FIELD BEND (H)
STA: 54+39 EX DIRT ROAD
STA: 54+27 EX DIRT ROAD PIEDMONT 'S NATURAL GAS FACILITY DRAWINGS ARE CONSIDERED CONFIDENTIAL (OM-1095) * DRAWING IS CURRENT ONLY THROUGH THE LATEST REVISED DATE * TO ENSURE THERE IS NO RISK OF INAPPROPRIATE DISCLOSURE ALL PREVIOUS PAPER COPIES OF THIS DRAWING MUST BE DESTROYED IN ACCORDANCE WITH RECORDS & INFO. MANAGEMENT (RIM) POLICY 1001PROPRIETARY & CONFIDENTIAL ALL RIGHTS RESERVED * DO NOT SCALE THIS DRAWING * USE DIMENSIONS ONLYPROFESSIONAL ENG/ARCH STAMPDESCRIPTIONNO.REVISION(S) DESCRIPTIONBYCHKAPPDDATEINITIALSDATEREGIONALENGINEERINITIALSDATEMGR TECHREC & STDINITIALSDATEPRINCIPALENGINEERAPPROVALSZ:\Clients\TND\DukeEnrgyCar\118874_ClaytonCtyGate\Design\Pipeline\CADD\Working\0228708_0228711\0228711_Ln473\Civil\PNG-C-473-0001005 - PNG-C-473-0001014.dwg 1/14/2021 2:45 PMMATERIALCLASS / MAOPCONST. METHODEASEMENTSREF. DWG. NO.TAX ID:OWNER:DEED BOOK / PAGE:PIPE DATA(SLOPE STATIONING)PLAN STATIONING RIGHT-OF-WAY
STATIONING RIGHT-OF-WAY
PROFILE
PIPE DATAPROFILE PLAN ACREAGEN/AN/AN/AN/ADISCIPLINE / RESOURCE CENTER / LINE NUMBERDESCRIPTIONNO.REVISION(S) DESCRIPTIONBYCHKAPPDDATEDRAWING BYSHEET(S)DWG SCALEDWG DATEINITIALSDATEREGIONALENGINEERINITIALSDATEMGR TECHREC & STDINITIALSDATEPRINCIPALENGINEERACCOUNT NUMBERPROJECT NUMBERDRAWING NUMBERAPPROVALSREVISIONAREA CODESUPERSEDEDCHECKER INITIALSSTATION IDCOPYRIGHT 2018PNG__-C-473-0001011011 OF 34H: 1"=50', V: 1"=10' LINE 473ALIGNMENT PLAN & PROFILE - 8" PIPELINECLAYTON, NCMJD CNS CAM1853 0228711MJD01/15/20210 01-15-2021 ISSUED FOR CONSTRUCTIONGOLDSBORO RESOURCE CENTER, DUDLEY, NORTH CAROLINACLASS 3 / 1000 PSIGMATCH LINE 47+25MATCH L
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5
9
+
5
0
35'25'50' PERMANENT EASEMENT25' TEMPORARY WORKSPACE05H03100CNORTH CAROLINA RAILROAD COMPANYDB / PAGE05H03100C15'EXISTING GRADEPROPOSED PIPELINE5' MIN.PROPOSED 8" PIPELINE 1200'1OPEN CUTADDITIONAL TEMPORARY WORKSPACE35'15'
25'50'ADDITIONAL TEMPORARY WORKSPACE50' NEUSE RIVER BUFFERBURNS & McDONNELL CONSULTANTS, INC.STATE LICENSE # C-143590'25'25'
50'CNS01/15/2021 CAMNOTES1. PERMANENT MAINTAINED EASEMENTWIDTH THROUGH WETLANDS ANDSTREAMS SHALL BE 30' TO COMPLY WITHPNG PERMANENTLY MAINTAINED ACCESSCORRIDOR PROTOCOL.NOTE 1ISSUED FORCONSTRUCTIONREF. DWG(S)PNG-G-473-0001000PNG-C-473-0001022
OHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHER/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/W59+0060+0061+0062+0063+0064+0065+0066+0067+0068+0069+0060+0061+0062+0063+0064+0065+0066+0067+0068+0069+00300305310315320325330335340300305310315320325330335340STA: 60+48 9° FIELD BEND (H)
STA: 64+86 4° FIELD BEND (H)
STA: 69+01 3° FIELD OVERBEND
STA: 68+31 5° SAG FIELD BEND
STA: 62+67 9° FIELD BEND (H) PIEDMONT 'S NATURAL GAS FACILITY DRAWINGS ARE CONSIDERED CONFIDENTIAL (OM-1095) * DRAWING IS CURRENT ONLY THROUGH THE LATEST REVISED DATE * TO ENSURE THERE IS NO RISK OF INAPPROPRIATE DISCLOSURE ALL PREVIOUS PAPER COPIES OF THIS DRAWING MUST BE DESTROYED IN ACCORDANCE WITH RECORDS & INFO. MANAGEMENT (RIM) POLICY 1001PROPRIETARY & CONFIDENTIAL ALL RIGHTS RESERVED * DO NOT SCALE THIS DRAWING * USE DIMENSIONS ONLYPROFESSIONAL ENG/ARCH STAMPDESCRIPTIONNO.REVISION(S) DESCRIPTIONBYCHKAPPDDATEINITIALSDATEREGIONALENGINEERINITIALSDATEMGR TECHREC & STDINITIALSDATEPRINCIPALENGINEERAPPROVALSZ:\Clients\TND\DukeEnrgyCar\118874_ClaytonCtyGate\Design\Pipeline\CADD\Working\0228708_0228711\0228711_Ln473\Civil\PNG-C-473-0001005 - PNG-C-473-0001014.dwg 1/14/2021 2:48 PMMATERIALCLASS / MAOPCONST. METHODEASEMENTSREF. DWG. NO.TAX ID:OWNER:DEED BOOK / PAGE:PIPE DATA(SLOPE STATIONING)PLAN STATIONING RIGHT-OF-WAY
STATIONING RIGHT-OF-WAY
PROFILE
PIPE DATAPROFILE PLAN ACREAGEN/AN/AN/AN/ADISCIPLINE / RESOURCE CENTER / LINE NUMBERDESCRIPTIONNO.REVISION(S) DESCRIPTIONBYCHKAPPDDATEDRAWING BYSHEET(S)DWG SCALEDWG DATEINITIALSDATEREGIONALENGINEERINITIALSDATEMGR TECHREC & STDINITIALSDATEPRINCIPALENGINEERACCOUNT NUMBERPROJECT NUMBERDRAWING NUMBERAPPROVALSREVISIONAREA CODESUPERSEDEDCHECKER INITIALSSTATION IDCOPYRIGHT 2018PNG__-C-473-0001012012 OF 34H: 1"=50', V: 1"=10' LINE 473ALIGNMENT PLAN & PROFILE - 8" PIPELINECLAYTON, NCMJD CNS CAM1853 0228711MJD01/15/20210 01-15-2021 ISSUED FOR CONSTRUCTIONGOLDSBORO RESOURCE CENTER, DUDLEY, NORTH CAROLINACLASS 3 / 1000 PSIGMATCH LINE 59+50MATCH LINE 69+5035'25'50' PERMANENT EASEMENT25' TEMPORARY WORKSPACE05H03100CNORTH CAROLINA RAILROAD COMPANYDB / PAGE05H03100C15'EXISTING GRADEPROPOSED PIPELINE5' MIN.PROPOSED 8" PIPELINE 1000'1OPEN CUTBURNS & McDONNELL CONSULTANTS, INC.STATE LICENSE # C-1435CNS01/15/2021 CAM50' NEUSE RIVER BUFFER25'NOTES1. PERMANENT MAINTAINED EASEMENTWIDTH THROUGH WETLANDS ANDSTREAMS SHALL BE 30' TO COMPLY WITHPNG PERMANENTLY MAINTAINED ACCESSCORRIDOR PROTOCOL.NOTE 1ISSUED FORCONSTRUCTIONREF. DWG(S)PNG-G-473-0001000PNG-C-473-0001022
STA: 79+46WATER LINESTA: 79+53ELECTRICSTA: 79+26OVERHEAD ELECTRIC(25' CLEARANCE)OHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEEEEEWWWWWCOMMCOMMPL PL PL R/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WB-1STA = 78+91OFF = 070+0071+0072+0073+0074+0075+0076+0077+0078+0079+00 80+0070+0071+0072+0073+0074+0075+0076+0077+0078+0079+00300305310315320325330335340300305310315320325330335340STA: 78+83 90° FITTING (H)
STA: 71+90 3° SAG FIELD BEND PIEDMONT 'S NATURAL GAS FACILITY DRAWINGS ARE CONSIDERED CONFIDENTIAL (OM-1095) * DRAWING IS CURRENT ONLY THROUGH THE LATEST REVISED DATE * TO ENSURE THERE IS NO RISK OF INAPPROPRIATE DISCLOSURE ALL PREVIOUS PAPER COPIES OF THIS DRAWING MUST BE DESTROYED IN ACCORDANCE WITH RECORDS & INFO. MANAGEMENT (RIM) POLICY 1001PROPRIETARY & CONFIDENTIAL ALL RIGHTS RESERVED * DO NOT SCALE THIS DRAWING * USE DIMENSIONS ONLYPROFESSIONAL ENG/ARCH STAMPDESCRIPTIONNO.REVISION(S) DESCRIPTIONBYCHKAPPDDATEINITIALSDATEREGIONALENGINEERINITIALSDATEMGR TECHREC & STDINITIALSDATEPRINCIPALENGINEERAPPROVALSZ:\Clients\TND\DukeEnrgyCar\118874_ClaytonCtyGate\Design\Pipeline\CADD\Working\0228708_0228711\0228711_Ln473\Civil\PNG-C-473-0001005 - PNG-C-473-0001014.dwg 1/14/2021 2:51 PMMATERIALCLASS / MAOPCONST. METHODEASEMENTSREF. DWG. NO.TAX ID:OWNER:DEED BOOK / PAGE:PIPE DATA(SLOPE STATIONING)PLAN STATIONING RIGHT-OF-WAY
STATIONING RIGHT-OF-WAY
PROFILE
PIPE DATAPROFILE PLAN ACREAGEN/AN/AN/AN/ADISCIPLINE / RESOURCE CENTER / LINE NUMBERDESCRIPTIONNO.REVISION(S) DESCRIPTIONBYCHKAPPDDATEDRAWING BYSHEET(S)DWG SCALEDWG DATEINITIALSDATEREGIONALENGINEERINITIALSDATEMGR TECHREC & STDINITIALSDATEPRINCIPALENGINEERACCOUNT NUMBERPROJECT NUMBERDRAWING NUMBERAPPROVALSREVISIONAREA CODESUPERSEDEDCHECKER INITIALSSTATION IDCOPYRIGHT 2018PNG__-C-473-0001013013 OF 34H: 1"=50', V: 1"=10' LINE 473ALIGNMENT PLAN & PROFILE - 8" PIPELINECLAYTON, NCMJD CNS CAM1853 0228711MJD01/15/20210 01-15-2021 ISSUED FOR CONSTRUCTIONGOLDSBORO RESOURCE CENTER, DUDLEY, NORTH CAROLINACLASS 3 / 1000 PSIGMATCH LINE 79+75MATCH LINE 69+5050'
25'50' PERMANENT EASEMENT25' TEMPORARY WORKSPACE05H03100CNORTH CAROLINA RAILROAD COMPANYDB / PAGE05H03100CEXISTING GRADEPROPOSED PIPELINE5' MIN.NC HWY 42 ERECEIVING PITBORE HWY 42RECEIVING PITPROPOSED 8" PIPELINE 933'1OPEN CUT 92'2BORE11PROPOSED AUGER BORESEE PNG-C-473-0001016BORE HWY 42 SEE DRAWINGPNG-C-473-0001016 FOR DETAILADDITIONAL TEMPORARY WORKSPACE25' TEMPORARYWORKSPACE25'50'25'50' NEUSE RIVER BUFFERBURNS & McDONNELL CONSULTANTS, INC.STATE LICENSE # C-1435CNS01/15/2021 CAMPROPOSED SITEACCESS DRIVENOTES1. PERMANENT MAINTAINED EASEMENTWIDTH THROUGH WETLANDS ANDSTREAMS SHALL BE 30' TO COMPLY WITHPNG PERMANENTLY MAINTAINED ACCESSCORRIDOR PROTOCOL.NOTE 1ISSUED FORCONSTRUCTIONREF. DWG(S)PNG-G-473-0001000PNG-C-473-0001016PNG-C-473-0001023
SCALE:DETAILNTSTEMPORARY STREAM CROSSINGCONSTRUCTION ACCESS ROAD6" #5 OR #57 STONE INACCORDANCE WITHSECTION1005 OF NCDOTSTANDARD SPECIFICATIONCROSS PIPE(S): SIZEDETERMINED BYCONTRACTORCLASS B STONECLASS B STONESTREAM CHANNEL#5 OR #57 STONE, 6" DEPTH (MIN.)12" MIN.CLASS B STONECROSS PIPE(S) (SEE NOTE)DOUBLE WALL CORRUGATED METAL PIPEVAR.10:110:110:1 10:1 VAR.NATURALGROUNDNATURALGROUNDGEOTEXTILE FORDRAINAGENOTE:1. PIPE(S) FOR TEMPORARY STREAM CROSSING SHALL BE DESIGNED TO PASS THEPEAK OR BANKFULL FLOW, WHICHEVER IS LESS, FROM A 2-YEAR PEAK STORM,WITHOUT OVER TOPPING.SECTION A-ANOT TO SCALESCALE:DETAILNTSTIMBER MATSWETLANDAREAWETLANDAREAS
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ETIMBER MATSMAINTENANCE NOTES:1.REMOVE AND DISPOSE OF SILT ACCUMULATIONS WHEN THEDEPTH REACHES ONE-HALF OF THE HEIGHT OF THE PERIMETERWATTLES.2.REPLACE OR CLEAN THE WATTLES AS NEEDED TO ALLOWRUNOFF TO SLOWLY DEWATER THROUGH THE DEVICE BETWEENRAIN EVENTS.3.MONITOR THE WOODEN STAKES AND STAPLES TO ENSURE THATTHE WATTLES REMAIN SECURELY ANCHORED AFTER RAINEVENTS.4.MONITOR DAILY TO SUPPLEMENT / REFURBISH / REPLACE MATSTO ENSURE PROPER FUNCTIONALITY.5.CLEAN ANY ERODIBLE MATERIAL OR POLLUTANT TRACKED ONTOTHE MATS IMMEDIATELY.6.TIMBER MATS AND ALL OTHER MATERIALS SHALL BECOMPLETELY REMOVED DURING FINAL CLEAN-UP. REMOVAL OFTHIS STRUCTURE IS NOT CONTINGENT UPON ESTABLISHMENTOF PERMANENT VEGETATION.7.ATTEMPT TO USE NO MORE THAN TWO (2) LAYERS OF TIMBERMATS IN WETLANDS.8.TIMBER MATS SHALL EXTEND A MINIMUM OF 15 FEET OUTSIDEOF WETLAND BOUNDARIES.9.INSTALL EARTHEN RAMP APPROACHES TO TIMBER MATS.EARTHEN RAMPS TO BE CONSTRUCTED OF UPLAND MATERIAL.TOP SOIL SHALL NOT BE USED.10.INSTALL TIMBER MATS IN WORK AREA AS NEEDED. POSITION ASERIES OF TIMBER MATS AS NEEDED TO CREATE A SAFE, FLAT,WORK AREA. MATS SHALL BE POSITIONED TO BUTT UP AGAINSTEACH OTHER AND INTERLOCK OR ATTACH TO EACH OTHER.11.EROSION CONTROL DEVICES SHALL BE INSTALLED ADJACENT TOTIMBER MATS AS SHOWN ON THE PLAN DRAWINGS.12.CONTRACTOR SHALL PREVENT THE INTRODUCTION OF UPLANDSOILS OR OTHER MATERIALS INTO WETLANDS.WATTLES TOABUT TIMBERMATSWATTLES TO ABUT TIMBER MATS.USE 1 FOOT OVERLAP ONADJOINING WATTESCONSTRUCTION SPECIFICATIONS1.INSTALL THE DIVERSION AS SOON AS THE RIGHT-OF-WAY HAS BEEN CLEARED AND GRADED.2.DISK THE BASE FOR THE CONSTRUCTED RIDGE BEFORE PLACING FILL.3.TRACK THE RIDGE TO COMPACT IT TO THE DESIGN CROSS SECTION.4.LOCATE THE OUTLET ON AN UNDISTURBED AREA. ADJUST FIELD SPACING OF THE DIVERSION TO USETHE MOST STABLE OUTLET AREAS. WHEN NATURAL AREAS ARE NOT DEEMED SATISFACTORY, PROVIDEOUTLET PROTECTION.5.IMMEDIATELY SEED AND MULCH THE PORTIONS OF THE DIVERSIONS NOT SUBJECT TO CONSTRUCTIONTRAFFIC. STABILIZE WITH GRAVEL AREAS TO BE CROSSED BY VEHICLES.MAINTENANCEPERIODICALLY INSPECT RIGHT-OF-WAY DIVERSIONS FOR WEAR AND AFTER EVERY HEAVY RAINFALLFOR 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, AND FILL THE CHANNEL TO BLEND WITH THE NATURALGROUND, AND APPROPRIATELY STABILIZE THE DISTURBED AREA.PERSPECTIVE VIEWPROFILE VIEWSCALE:DETAILNTSRIGHT-OF-WAY DIVERSIONZ:\Clients\TND\DukeEnrgyCar\118874_ClaytonCtyGate\Design\Pipeline\CADD\Working\0228708_0228711\0228711_Ln473\Civil\PNG-C-473-0001025 - PNG-C-473-0001030.dwg 1/14/2021 3:38 PM
REF. DWG(S) PIEDMONT 'S NATURAL GAS FACILITY DRAWINGS ARE CONSIDERED CONFIDENTIAL (OM-1095) * DRAWING IS CURRENT ONLY THROUGH THE LATEST REVISED DATE * TO ENSURE THERE IS NO RISK OF INAPPROPRIATE DISCLOSURE ALL PREVIOUS PAPER COPIES OF THIS DRAWING MUST BE DESTROYED IN ACCORDANCE WITH RECORDS & INFO. MANAGEMENT (RIM) POLICY 1001PROPRIETARY & CONFIDENTIAL ALL RIGHTS RESERVED * DO NOT SCALE THIS DRAWING * USE DIMENSIONS ONLYPROFESSIONAL ENG/ARCH STAMPDESCRIPTIONNO.REVISION(S) DESCRIPTIONBYCHKAPPDDATEINITIALSDATEREGIONALENGINEERINITIALSDATEMGR TECHREC & STDINITIALSDATEPRINCIPALENGINEERAPPROVALSZ:\Clients\TND\DukeEnrgyCar\118874_ClaytonCtyGate\Design\Pipeline\CADD\Working\0228708_0228711\0228711_Ln473\Civil\PNG-C-473-0001025 - PNG-C-473-0001030.dwg 1/14/2021 3:38 PM
N/AN/AN/AN/ABURNS & McDONNELL CONSULTANTS, INC.STATE LICENSE # C-1435DISCIPLINE / RESOURCE CENTER / LINE NUMBERDESCRIPTIONNO.REVISION(S) DESCRIPTIONBYCHKAPPDDATEDRAWING BYSHEET(S)DWG SCALEDWG DATEINITIALSDATEREGIONALENGINEERINITIALSDATEMGR TECHREC & STDINITIALSDATEPRINCIPALENGINEERACCOUNT NUMBERPROJECT NUMBERDRAWING NUMBERAPPROVALSREVISIONAREA CODESUPERSEDEDCHECKER INITIALSSTATION IDCOPYRIGHT 2018PNG__-C-473-0001027027 OF 34NONE LINE 473EROSION CONTROL DETAILSCLAYTON, NCABR JTG CAM1853 0228711ABR01/15/20210 01-15-2021ISSUED FOR CONSTRUCTIONGOLDSBORO RESOURCE CENTER, DUDLEY, NORTH CAROLINAJTG01/15/2021 CAMISSUED FORCONSTRUCTIONPNG-G-473-0001000
PLAN VIEW1.METHOD APPLIES TO WATERBODIES THAT ARE NOT STATE-DESIGNATED FISHERIES WHERE FLUME CROSSINGSARE NOT REQUIRED.1.1.IF TOPOGRAPHY PERMITS TEMPORARY EQUIPMENT BRIDGE INSTALLATION, THE CONTRACTOR SHALLTRENCH, STRING, WELD, COAT, WEIGHT (IF NECESSARY), LOWER IN AND BACKFILL UTILIZING THE MAINLINE CREW TRAVELING OVER THE BRIDGE.1.2.IF TOPOGRAPHY PROHIBITS INSTALLATION OF A TEMPORARY EQUIPMENT BRIDGE, CONTRACTOR SHALLTRENCH UP TO BOTH SIDES OF CROSSING; STRING, WELD, COAT AND WEIGHT (IF NECESSARY) USING THEMAINLINE CREW. IN STREAM EXCAVATION, LOWER IN, AND BACKFILL WILL UTILIZES A CLAM OR HOESWORKING FROM THE BANKS.2.SCHEDULE CROSSING DURING LOW FLOW PERIOD IF POSSIBLE.3.COMPLETE ALL IN-STREAM ACTIVITIES WITHIN 24 HOURS IF FEASIBLE.4.NO REFUELING OF MOBILE EQUIPMENT WITHIN 125 FEET OF WATERBODY. REFUEL STATIONARY EQUIPMENT ASPER THE SPCC PLAN.5.INSTALLATION OF TEMPORARY EQUIPMENT CROSSING IS REQUIRED AT ALL STATE-DESIGNATED FISHERIESAND IS OPTIONAL AT THE DISCRETION OF THE COMPANY'S INSPECTOR AT ALL OTHER CROSSINGS. IF ATEMPORARY EQUIPMENT CROSSING IS INSTALLED, IT MUST BE BUILT IN ACCORD WITH SECTION PERMITS.6.IN AGRICULTURAL LAND, STRIP TOPSOIL FROM SPOIL STORAGE AREA.7.CONSTRUCT WATTLES ALONG THE SIDES OF STOCKPILES AND ACROSS THE ENTIRE CONSTRUCTION R.O.W. TOPREVENT SILT LADEN WATER AND SPOIL FROM FLOWING BACK INTO WATERBODY. BARRIERS MAY BETEMPORARILY REMOVE TO ALLOW CONSTRUCTION ACTIVITIES BUT MUST BE REPLACED BY THE END OF EACHWORK DAY.8.IN-STREAM SPOIL TO BE STORED OUT OF THE STREAM CHANNEL A MINIMUM OF 10 FEET FROM THE WATEREDGE AND WITHIN THE CONSTRUCTION R.O.W. UNLESS DEPICTED OTHERWISE IN SITE SPECIFIC CROSSINGPLANS. TEMPORARY WORKSPACE MUST BE A MINIMUM OF 25' FROM THE WATERS EDGE.9.TRENCH THROUGH WATERCOURSE USING MAINLINE EXCAVATION EQUIPMENT WHERE PRACTICAL.10.INSTALL SOFT PLUGS AT THE EDGE OF STREAM BANKS UNTIL JUST PRIOR TO PIPE INSTALLATION TO CONTROLWATER FLOW & TRENCH SLOUGHING.11.MAINTAIN STREAM FLOW THROUGHOUT CROSSING CONSTRUCTION.12.BACKFILL WITH NATIVE MATERIAL.13.RESTORE WATERBODY CHANNEL TO APPROXIMATE PRE-CONSTRUCTION PROFILE AND SUBSTRATE.14.RESTORE AND SLOPE BACK STREAM BANKS TO A SLOPE OF NO GREATER THAN 2:1, SEED WITH RIPRARIANSEED MIX, AND STABILIZE WITH EROSION CONTROL MATTING THAT DOES NOT CONTAINPOLYPROPHYLENE/PLASTIC NETTING.15.ALL DIMENSIONS INDICATED SHALL BE DETERMINED BY ACTUAL CONSTRUCTION CONDITIONS.1.METHOD APPLIES TO CROSSINGS WHERE NO FLOWING WATER IS PRESENT AT THE TIME OFCROSSING.2.CONTRACTOR MAY "MAINLINE THROUGH" THE CROSSING OR UP TO BOTH SIDES OF THE CROSSING;STRING, WELD, COAT, AND WEIGHT (IF NECESSARY), USING THE MAINLINE CREW WITH THE PIPESKIDDED OVER THE CROSSING.3.NO REFUELING OF MOBILE EQUIPMENT WITHIN 125 FEET OF DRY CHANNEL. REFUEL STATIONARYEQUIPMENT AS PER THE SPCC PLAN.4.INSTALLATION OF TEMPORARY EQUIPMENT CROSSING IS OPTIONAL AT THE DISCRETION OF THECOMPANY'S REPRESENTATIVE.5.IN AGRICULTURAL LAND, STRIP TOPSOIL FROM SPOIL STORAGE AREA. STOCKPILE TOPSOIL ANDSPOIL SEPARATELY. TOPSOIL AND SPOIL WILL NOT BE STOCKPILED IN THE CROSSING CHANNELAND WILL BE PLACED A MINIMUM OF 10 FEET FROM CROSSING BANKS WITHIN THE CONSTRUCTIONR.O.W.6.CONSTRUCT WATTLES ACROSS THE ENTIRE CONSTRUCTION R.O.W. FOLLOWING CLEARING ANDGRADING AND MAINTAIN UNTIL CONSTRUCTION OF THE CROSSING. EROSION CONTROL MEASURESSHALL BE REINSTALLED IMMEDIATELY FOLLOWING BACKFILLING OF TRENCH AND STABILIZATIONOF BANKS. BARRIERS MAY BE TEMPORARILY REMOVED TO ALLOW CONSTRUCTION ACTIVITIES BUTMUST BE REPLACED BY THE END OF EACH WORK DAY.7.IN-STREAM SPOIL TO BE STORED OUT OF THE STREAM CHANNEL A MINIMUM OF 10 FEET FROMHIGH BANK AND WITHIN THE CONSTRUCTION R.O.W. UNLESS DEPICTED OTHERWISE IN SITESPECIFIC CROSSING PLANS.8.BACKFILL WITH NATIVE MATERIAL.9.RESTORE CROSSING CHANNEL TO APPROXIMATE PRE-CONSTRUCTION PROFILE AND SUBSTRATE.10.RESTORE AND SLOPE BACK STREAM BANKS TO A SLOPE OF NO GREATER THAN 2:1, SEED WITHRIPRARIAN SEED MIX, AND STABILIZE WITH EROSION CONTROL MATTING THAT DOES NOT CONTAINPOLYPROPHYLENE/PLASTIC NETTING.11.ALL DIMENSIONS INDICATED SHALL BE DETERMINED BY ACTUAL CONSTRUCTION CONDITIONS.NOTES:NOTES:SCALE:DETAILNTSTYPICAL FLOWING WATERBODYCROSSING OPEN CUT TRENCHINGSCALE:DETAILNTSTYPICAL NON- FLOWING WATERBODYCROSSING OPEN CUT TRENCHINGWATTLES (SEE NOTE 6)WATTLES (SEE NOTE 6)WATTLES (SEE NOTE 6)WATTLES (SEE NOTE 6)SCALE:DETAILNTSOPEN CUT DRY FLUMEAND WEIGHTEDPIPE WELDED, COATEDEQUIPMENT CROSSINGTEMPORARYPLAN VIEWSOFT PLUGBARRIERSEDIMENTBARRIERSEDIMENTBARRIERSEDIMENTSEDIMENTTOPSOILTOPSOILSPOIL PILE SPOIL PILEFLOWWATERBODY(IF NECESSARY)10'10' (TYP.)BARRIERCONSTRUCTION R.O.W. WIDTHCOIR WATTLESPOILIN-STREAMIN-STREAM SPOIL(TYP.)EXTRA TEMPORARY WORKSPACEOPTIONAL(SEE NOTE 10)25' (TYP.)TRENCHSEE NOTE9PLANNOTES:1.METHOD APPLIES TO WATERBODIES WHEREDOWNSTREAM SILTATION MUST BE AVOIDED.FLUMES ARE GENERALLY NOT RECOMMENDED FORUSE ON WATERBODIES WITH A BROAD UNCONFINEDCHANNEL, PERMEABLE SUBSTRATE, EXCESSIVEDISCHARGE, OR WHERE A SIGNIFICANT AMOUNT OFBED OR BANK ALTERATION IS REQUIRED TOINSTALL FLUMES OR DAMS.2.SCHEDULE CROSSING DURING LOW FLOW PERIODIF POSSIBLE.3.COMPLETE ALL WATERCOURSE ACTIVITIES ASEXPEDIENTLY AS POSSIBLE.4.NO REFUELING OF MOBILE EQUIPMENT WITHIN 100FEET OF WATERBODY. REFUEL STATIONARYEQUIPMENT AS PER SPCC PLAN.5.INSTALL TEMPORARY EQUIPMENT CROSSING.6.IN AGRICULTURAL LAND, STRIP TOPSOIL FROMSPOIL STORAGE AREA.7.IN-STREAM SPOIL TO BE STORED ON BANKS AMINIMUM OF 10 FEET FROM TOP OF THE BANK.8.LEAVE HARD PLUGS AT THE STREAM BANK EDGEUNTIL JUST PRIOR TO PIPE INSTALLATION.9.SIZE FLUME TO HANDLE 150% ANTICIPATED FLOWS.INSTALL FLUME IN WATERCOURSE AND MAINTAINCORRECT ALIGNMENT UNTIL REMOVED.10.CONSTRUCT UPSTEAM DAM FOLLOWED BYDOWNSTREAM DAM. INSTALL A FLANGE ONUPSTREAM END OF FLUME AND SEAL TOSUBSTRATE WITH SANDBAGS AND POLYETHYLENELINER WHERE NECESSARY TO ENSURE A WATERTIGHT BARRIER. "KEY" DAMS INTO BANKS ORCONSTRUCT SECONDARY DAM, IF NECESSARY.40'SPOIL PILEBACKHOESPOIL PILESEDIMENTBARRIERIN-STREAMSPOILFLOWSTANDARD DAMIN-STREAMSPOILSEDIMENTBARRIER40'PIPE WELDED, COATEDAND WEIGHTED(IF NECESSARY)HARD PLUGBACKHOE40'25'WATERBODYEXTRA TEMP. WORKSPACE(AS REQUIRED)CONSTRUCTIONR.O.W. WIDTHTRENCHTOPSOILSEDIMENTBARRIERTOPSOILSEDIMENTBARRIERSTANDARD DAM25'40'SEE NOTE 1211.PUMP STREAM CHANNEL BETWEEN DAMS, IFNECESSARY. DISCHARGE WATER THROUGH ADEWATERING STRUCTURE AND ONTO A STABLEWELL VEGETATED AREA TO PREVENT EROSIONAND SEDIMENTATION. NO HEAVILY SILT-LADENWATER MAY BE DISCHARGED IN THE STREAM.12.CONSTRUCT SEDIMENT BARRIERS (FILTER SOCKAND/ OR SILT FENCE) TO PREVENT SILT LADENWATER AND SPOIL FROM FLOWING BACK INTOWATERCOURSE. CONSTRUCTED SEDIMENTBARRIERS SHALL EXTEND ALONG THE SIDES OFTHE STOCKPILES AND THE ENDS OF DAMS.BARRIERS MAY BE TEMPORARILY REMOVED TOALLOW CONSTRUCTION ACTIVITIES BUT MUST BEREPLACED BY THE END OF EACH WORK DAY.13.COMPLETE PREFABRICATION OF IN-STREAM PIPESECTION AND WEIGHT PIPE AS NECESSARY PRIORTO COMMENCEMENT OF IN-STREAM ACTIVITY.14.TRENCH THROUGH WATERCOURSE. INSTALLTEMPORARY (SOFT) PLUGS, IF NECESSARY, TOCONTROL WATER FLOW AND TRENCHSLOUGHING.15.MAINTAIN STREAM FLOW, IF PRESENT, THROUGHFLUME THROUGHOUT CROSSING CONSTRUCTION.16.LOWER-IN PIPE, INSTALL TRENCH PLUG ANDBACKFILL IMMEDIATELY.17.BACKFILL WITH NATIVE MATERIAL.18.RESTORE WATERCOURSE CHANNEL TOAPPROXIMATE PRE-CONSTRUCTION PROFILE ANDSUBSTRATE.19.RESTORE STREAM BANKS TO APPROXIMATEORIGINAL CONDITION AND STABILIZE, ASREQUIRED.HARDPLUGFLUME(STEEL PIPE)Z:\Clients\TND\DukeEnrgyCar\118874_ClaytonCtyGate\Design\Pipeline\CADD\Working\0228708_0228711\0228711_Ln473\Civil\PNG-C-473-0001025 - PNG-C-473-0001030.dwg 1/14/2021 3:37 PM
REF. DWG(S) PIEDMONT 'S NATURAL GAS FACILITY DRAWINGS ARE CONSIDERED CONFIDENTIAL (OM-1095) * DRAWING IS CURRENT ONLY THROUGH THE LATEST REVISED DATE * TO ENSURE THERE IS NO RISK OF INAPPROPRIATE DISCLOSURE ALL PREVIOUS PAPER COPIES OF THIS DRAWING MUST BE DESTROYED IN ACCORDANCE WITH RECORDS & INFO. MANAGEMENT (RIM) POLICY 1001PROPRIETARY & CONFIDENTIAL ALL RIGHTS RESERVED * DO NOT SCALE THIS DRAWING * USE DIMENSIONS ONLYPROFESSIONAL ENG/ARCH STAMPDESCRIPTIONNO.REVISION(S) DESCRIPTIONBYCHKAPPDDATEINITIALSDATEREGIONALENGINEERINITIALSDATEMGR TECHREC & STDINITIALSDATEPRINCIPALENGINEERAPPROVALSZ:\Clients\TND\DukeEnrgyCar\118874_ClaytonCtyGate\Design\Pipeline\CADD\Working\0228708_0228711\0228711_Ln473\Civil\PNG-C-473-0001025 - PNG-C-473-0001030.dwg 1/14/2021 3:37 PM
N/AN/AN/AN/ABURNS & McDONNELL CONSULTANTS, INC.STATE LICENSE # C-1435DISCIPLINE / RESOURCE CENTER / LINE NUMBERDESCRIPTIONNO.REVISION(S) DESCRIPTIONBYCHKAPPDDATEDRAWING BYSHEET(S)DWG SCALEDWG DATEINITIALSDATEREGIONALENGINEERINITIALSDATEMGR TECHREC & STDINITIALSDATEPRINCIPALENGINEERACCOUNT NUMBERPROJECT NUMBERDRAWING NUMBERAPPROVALSREVISIONAREA CODESUPERSEDEDCHECKER INITIALSSTATION IDCOPYRIGHT 2018PNG__-C-473-0001028028 OF 34NONE LINE 473EROSION CONTROL DETAILSCLAYTON, NCABR JTG CAM1853 0228711ABR01/15/20210 01-15-2021ISSUED FOR CONSTRUCTIONGOLDSBORO RESOURCE CENTER, DUDLEY, NORTH CAROLINAJTG01/15/2021 CAMISSUED FORCONSTRUCTIONPNG-G-473-0001000