NCC232703_Site Plan or Location Map_20230911

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OPQ OO� 4 _1 PIEDMONT NATURAL GAS(PNG)PROPOSES TO INSTALL A NEW REGULATOR STATION IN KELFORD,NORTH CAROLINA.LINE 122 IS A 4-INCH HIGH
.�,:; PRESSURE DISTRIBUTION PIPELINE THAT CANNOT BE ASSESSED USING A FREE SWIMMING ILI TOOL.THE PURPOSE OF THIS PROJECT IS TO INSTALL
A���, R,yo . r A NEW GRIFFINS QUARTER ROAD REGULATOR STATION SO THAT A SECTION OF LINE 122,INCLUDING TWO ROAD CROSSINGS AND AN EXISTING
N:874330.92 pJP� R`sR - "' F STATION AT VALLEY PROTEINS CAN BE ABANDONED.THE MAOP OF LINE 122 HAS BEEN REDUCED TO 375 PSIG TO ELIMINATE THE NEED TO PERFORM
g 0,9 i TIMP ASSESSMENTS ON THE LINE.
E:2524830.12 Q\�\C` O :;± AND MAOP OF 1000 PSIG.THE NEW GRIFFINS THE STATION WITER ROAD LL FEED ATOR A NEW 8TION-IN H DISTRIBUTION LINE WITH TO BE FED BY THE EXISTING LAN MAOP OF 75 PSIG.INE 122.THE HIE NEW STATION DESIGN WILL HAVE A DESIGN LL
_ INCLUDE A TIE-IN TO LINE 122 AND INLET RUN,DUAL-RUN WORKING MONITOR REGULATORS,HEATER,FILTRATION,OVER-PRESSURE PROTECTION,
,• AND A FULL STATION BYPASS.THE SITE WILL INCLUDE NECESSARY LIGHTING,CONTROLS,CATHODIC PROTECTION,GROUNDING,AND SECURITY
.. ,, FEATURES.SITE SECURITY RISK AND COMPLIANCE FENCING REQUIREMENTS ARE TO BE COORDINATED WITH PNG.
.. THE NEW STATION WILL BE DESIGNED FOR A MAXIMUM ANTICIPATED WORKING PRESSURE OF 370 PSIG AND A MINIMUM WORKING PRESSURE OF 170
PSIG.THE REQUIRED DELIVERY PRESSURE IS 60 PSIG WITH A FUTURE LOAD OF 300,000 SCFH.
PROJECT LOCATIONS
CONSTRUCTION SEQUENCE(SITE) 10.1E SITE IS APPROVED,REMOVE EROSION CONTROL MEASURES AND STABILIZE RESULTING BARE AREAS
IMMEDIATELY.ALL BMPS MUST BE REMOVED FROM THE SITE AND RECYCLED OR DISPOSED OF IN
(PHASE 1) ACCORDANCE WITH THE NCDOT REGULATIONS.THE BUILDING MATERIALS AND WASTES INCLUDE,BUT NOT
1.CONTRACTOR IS TO WORK WITH PNG TO CONTACT IMPACTED PROPERTY OWNERS PRIOR TO BEGINNING LIMITED TO"ABC"CRUSHED STONE,WASHED GRAVEL STONE,GEOTEXTILE FABRIC,E&SC BMP MATERIALS,
WORK. STRAPS,CANISTERS,PIPE CUTTINGS,PIPE SECTIONS,FOOD WRAPPERS,AND PLASTIC BOTTLES.
2.CONTACT THE DEMLR REGIONAL OFFICE(WASHINGTON OFFICE,252-946-6481)AT LEAST 48 HOURS PRIOR TO
COMMENCING THE LAND-DISTURBING ACTIVITY.A PNG REPRESENTATIVE WILL CONTACT THE STATE
REGULATORY AGENCIES IN ALL INSTANCES.THE CONTRACTORS SHOULD NEVER CONTACT THESE AGENCIES.
y 3.THE CONTRACTOR IS RESPONSIBLE FOR DOCUMENTING PRE-CONSTRUCTION CONDITIONS OF EXISTING
/ . CONCRETE AND/OR ASPHALT SIDEWALKS,ROADS,AND CURBS.THE CONTRACTOR IS REPSONSIBLE FOR
REPLACING AND/OR RESTORING THESE AREAS TO PRE-CONSTRUCTION CONDITIONS.
r 4.INSTALL CONSTRUCTION ENTRANCE(S)AS SHOWN ON PLAN SHEETS WHERE EQUIPMENT WILL ENTER AND
\ LEAVE THE PROJECT SITE.
5.INSTALL EROSION CONTROL DEVICES AS SHOWN ON THE PLANS PRIOR TO ANY SITE DISTURBANCE ACTIVITIES
) ' /
°v (CLEARING,GRUBBING,GRADING,OR EXCAVATION).
fo a.NO VEHICLES OR EQUIPMENT WILL BE ALLOWED TO OPERATE ON EXISTING NATURAL GAS LINE WITHOUT
1- MATTING BEING PLACED TO PROTECT THE LINE.
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b.THE CONTRACTOR SHALL ALSO INSTALL APPROPRIATE BARRIERS AND/OR CONSTRUCTION SAFETY
t."� ellelli' N:866255.28 FENCING WHERE EQUIPMENT MAY NOT BE PARKED,STAGED,OPERATED,OR LOCATED FOR ANY
E:2538647.21 PURPOSES,AND WHERE NEEDED TO PREVENT PUBLIC ACCESS TO THE ACTIVE CONSTRUCTION SITE.
c.NO WORK IS TO BE PERFORMED OUTSIDE THE APPROVED LIMITS OF DISTURBANCE.
d.TEMPORARY PARKING WILL ONLY BE PERMITTED WITHIN SHOWN LIMITS OF DISTURBANCE. UTILITY
.. ...1. `o CONSTRUCTION VEHICLES WITH HAZARD STROBE LIGHTS WILL BE USED AS REQUIRED BY NCDOT.
6.STABILIZE DISTURBED AREAS WITH EROSION CONTROL DEVICES.UTILIZE TEMPORARY SEEDING AS
GRIFFINS QUARTER ROAD REGULATOR STATION NECESSARY.
7.CONTACT INSPECTOR FOR ONSITE INSPECTION OF INSTALLED EROSION CONTROL DEVICES.
KELFORD NORTH CAROLI NA, 27849 8.MAINTAIN DEVICES AS NEEDED PER NCDEQ MAINTENANCE INSTRUCTIONS.THE CONTRACTOR IS
RESPONSIBLE TO ADD ADDITIONAL BMPS NOT SHOWN ON THE PLANS IF SEASONAL OR EXISTING CONDITIONS
CHANGE THROUGHOUT THE LIFE OF THE PROJECT IF THERE IS A POTENTIAL FOR RUNOFF.
DRAWING INDEX 9.IN THE CURRENT NPDES PERMIT OR,IF IT IS I UNDER L BARE SOILS,INCLUDING STOCKPILED MATERIALS,ARE TO BE STABILIZED CONDITIONS N A CRITICAL A EA,BYTHE END OF THE DY OUTLINED
DRAWING NUMBER DRAWING TITLE SHEET NO. REV. 10.SELF-INSPECTIONS FOR EROSION AND SEDIMENTATION CONTROL MEASURES ARE TO BE PERFORMED AT
LEAST ONCE EVERY SEVEN CALENDAR DAYS AND WITHIN 24 HOURS OF EVERY RAIN EVENT OF GREATER THAN
PNG-G-042-0001354 COVER SHEET 1 OF 9 D 1 INCH.ANY NEEDED REPAIRS SHALL BE MADE IMMEDIATELY TO MAINTAIN MEASURES AS DESIGNED.ALL ESC
PNG-G-042-0001355 GENERAL NOTES AND LEGEND 2 OF 9 D MEASURES SHALL BE MAINTAINED AS SPECIFIED IN THE CONSTRUCTION DETAILS ON THIS PLAN.A RAIN
PNG-C-042-0001503 OVERALL SITE PLAN 3 OF 9 D GAUGE SHALL BE INSTALLED AT THE PROJECT SITE FOR MONITORING.
PNG-C-042-0001497 REGULATOR STATION SITE PLAN 4 OF 9 D (PHASE 2&3)
PNG-C-042-0001504 CROSSING#1 SITE PLAN 5 OF 9 D 1.BEGIN ACCESS ROAD INSTALLATION ON THE SITE AND SITE EXPANSION.
PNG-C-042-0001505 CROSSING#2 SITE PLAN 6 OF 9 D 2.MAINTAIN ALL EROSION CONTROL DEVICES PER NCDEQ MAINTENANCE INSTRUCTIONS.
PNG-C-042-0001498 EROSION AND SEDIMENTATION DETAILS 7 OF 9 D 3.EXCAVATE GROUT FILL ENTRY POINT WITHIN SINGLE WORK AREA AT ONE TIME.VEHICLES AND EQUIPMENT
NCGO1 SELF INSPECTION,RECORDKEEPING AND REPORTING 8 OF 9 ASSOCIATED WITH PIPE CUTTING AND GROUTING OPERATIONS SHALL REMAIN WITHIN THE LIMITS OF
NCGO1 GROUND STABILIZATION AND MATERIAL HANDLING 9 OF 9 DISTURBANCE AND/OR NCDOT TEMPORARY ENCROACHMENT AREAS. PRIOR TO WORK WITHIN TEMPORARY
ENCROACHMENT AREAS,VEHICULAR SAFETY PLANS SHALL BE INITIATED.CUTTING AND GROUTING WITHIN
SINGLE WORK AREAS IS EXPECTED TO TAKE 1-3 DAYS EACH.CONTRACTOR SHALL PERFORM WORK IN DRY
CONDITIONS,WHENEVER POSSIBLE.GROUT EXIT LOCATIONS WILL CONSIST OF MINIMAL EXCAVATION AND A 1
DAY OPERATION.
4.IF NECESSARY,DEWATERING OF EXCAVATION WILL BE PERFORMED BY PUMPING ANY EXCESS WATER FROM
THE TRENCH INTO A NON-WOVEN PUMPED WATER FILTER BAG.THE BAG WILL BE PLACED ADJACENT TO THE
CONSTRUCTION AREA.
5.STABILIZE SITE AS AREAS ARE BROUGHT UP TO FINISH GRADE AND COMPLETED IN PHASES.
a.THE PERMANENT STABILIZATION OF EXCAVATION AREAS SHALL INCLUDE BACKFILL,STABILIZED AND
RETURNED TO PRE-CONSTRUCTION CONDITIONS.THIS MAY INCLUDE BACKFILLING WITH FLOWABLE FILL,
VEGETATIVE,OR GRAVEL STABILIZATION(IN THE CASE OF GRAVEL ROADS AND ROAD SHOULDERS)OR
PAVING TO MEET THE REQUIREMENTS OF THE NCDOT.
b.PERMANENT SEEDING AND MULCH MAY NOT BE APPLIED TO AREAS IDENTIFIED AS ACTIVE
AGRICULTURAL LANDS AT LANDOWNERS'AND TENTANT FARMERS'(IF APPLICABLE)REQUEST.
c.EROSION AND SEDIMENT CONTROL MEASURES CAN BE REMOVED FROM AGRICULTURAL LANDS UPON
RECEIPT OF WRITTEN LANDOWNER AND TENTANT FARMER(IF APPLICABLE)REQUEST AND WAIVER
ALLOWING LANDOWNER OR TENANT FARMER TO RESUME AGRICULTURAL ACTIVITIES T HAT WOULD
RESULT IN STABILIZATION.
6.ALL EROSION CONTROL DEVICES SHALL REMAIN IN PLACE AS SHOWN ON THE DRAWINGS UNTIL THE ENTIRE
SITE IS PERMANENTLY STABILIZED.
7.GROUNDCOVER SHALL BE ESTABLISHED IN 90 CALENDAR DAYS.HOWEVER,NPDES GROUNDCOVER
REQUIREMENTS TAKE PRECEDENCE.
8.WHEN CONSTRUCTION IS COMPLETE AND ALL AREAS ARE STABILIZED COMPLETELY,ARRANGE FOR FINAL
INSPECTION WITH THE PNG REPRESENTATIVE TO COORDINATE WITH THE STATE INSPECTOR.
9.WHEN THE PROJECT IS COMPLETE,THE PERMITTEE/PNG REPRESENTATIVE SHALL CONTACT DEMLR TO
CLOSE OUT THE E&SC PLAN.AFTER DEMLR INFORMS THE PERMITTEE OF THE PROJECT CLOSE OUT,VIA
INSPECTION REPORT,THE PERMITTEE SHALL VISIT DEQ.NC.GOV/NCGO1 TO SUBMIT AN ELECTRONIC NOTICE
2 OF TERMINATION(E-NOT).A$100 ANNUAL GENERAL PERMIT FEE WILL BE CHARGED UNTIL THE E-NOT HAS
BEEN FILLED OUT.
po w001nu *PROPRIETARY&CONFIDENTIAL*ALL RIGHTS RESERVED*DO NOT SCALE THIS DRAWING*USE DIMENSIONS ONLY CUSTOMER: XXXXXXXXX
�1N CARO1�,.,, DUKE ENERGY&PIEDMONT NATURAL GAS DRAWINGS ARE CONFIDENTIAL*DRAWING IS CURRENT ONLY THROUGH THE LATEST REVISED DATE*TO ENSURE THERE IS NO RISK OF INAPPROPRIATE DISCLOSURE,
40.• ESSIO,••41''' ALL PREVIOUS PAPER COPIES OF THIS DRAWING MUST BE DESTROYED IN ACCORDANCE WITH RECORDS&INFO MANAGEMENT(RIM) MAP NO. XXXXXX-XX
2 < NO. DATE REVISION(S)DESCRIPTION BY CHK APPD DESCRIPTION APPROVALS GRIFFINS QUARTER ROAD RS AND LINE 122 RETIREMENT SHEET(S) 1 OF9 DWG SCALE NOT TO SCALE
1 _ A 03/16/2022 ISSUED FOR 30%REVIEW JAM KMP JL AREA CODE I DATEINITIALS
cENGINEER B 04/28/2022 ISSUED FOR60%REVIEW EPGKMP JL ACCOUNT NUMBER COVER SHEET DWG DATE 03/04/2022 SUPERSEDED
°�9•'•FNCINEER:"�� 90% DATE INITIALS DUKE Piedmont
s �, •.-, pro C 06/10/2022 ISSUED FOR REVIEW EPG KMP JL PROJECT NUMBER 0232976 MANAGER rmI Natural Gas KELFORD NORTH CAROLINA DRAWING NUMBER REVISION
o D 05/03/2023 ISSUED FOR NCDEQ REVIEW EPG KMP JL ENERGY.
,� 0/p N•W ��� SUPERVISOR 1
llHflljjj111 GENERAL/TARBORO/LINE 122 PNG -G-042-0001354 D
8 06/20/2023 DWG TYPE DATE INITIALS PRINCIPAL
PROFESSIONAL ENG/ARCHSTAMP STATION ID ENGINEER COPYRIGHT 2018 DISCIPLINE/RESOURCE CENTER/LINE NUMBER