20201403 Ver 1_PNG Line 473 Drawings_rev_20201113

GENERALNOTES
CIVIL AND STRUCTURAL NOTES
y ti
FLOWERS PLANTATION REGULAI
STATION ID: 84-T.
SEE PROD
_
'
147
i
p 4-1��I ` `✓ ` ;
ET-
M 1
T
h - -r F7
EXISTING SITE LOCATION MAP - LINE 473
SCALE: 1 "=2,000' 0 1000 2000
1IN=1000FT
NOTES:
1) LAT/LONG TO BE VERIFIED BY AS BUILD
SURVEY.
2) AS BUILD SURVEY LOCATION TIE IN POINT
LATITUDE: TBD LONGITUDE: TBD
r
LINE 473
PROJECT 0228711
\ Y I�
r
LINE 473 LAUNCHER AND MLV
STATION ID: 84-T-91-G LD-6593
SEE PROJECT 0228708
DRAWING INDEX
DRAWING
NUMBER
DRAWING TITLE
REV.
PAGE
PNG-G-473-0001000
COVER PAGE / INDEX
D
1 OF 34
PNG-G-473-0001001
BILL OF MATERIALS
B
2 OF 34
PNG-C-473-0001000
CIVIL GENERAL NOTES, LEGENDS, & ABBREVIATIONS
D
3 OF 34
PNG-C-473-0001001
SITE ACCESS ROUTE PLAN
C
4 OF 34
PNG-C-473-0001005
ALIGNMENT PLAN & PROFILE - 8" PIPELINE
D
5 OF 34
PNG-C-473-0001006
ALIGNMENT PLAN & PROFILE - 8" PIPELINE
D
6 OF 34
PNG-C-473-0001007
ALIGNMENT PLAN & PROFILE - 8" PIPELINE
D
7 OF 34
PNG-C-473-0001008
ALIGNMENT PLAN & PROFILE - 8" PIPELINE
D
8 OF 34
PNG-C-473-0001009
ALIGNMENT PLAN & PROFILE - 8" PIPELINE
D
9 OF 34
PNG-C-473-0001010
ALIGNMENT PLAN & PROFILE - 8" PIPELINE
D
10 OF 34
PNG-C-473-0001011
ALIGNMENT PLAN & PROFILE - 8" PIPELINE
D
11 OF 34
PNG-C-473-0001012
ALIGNMENT PLAN & PROFILE - 8" PIPELINE
D
12 OF 34
PNG-C-473-0001013
ALIGNMENT PLAN & PROFILE - 8" PIPELINE
D
13 OF 34
PNG-C-473-0001014
ALIGNMENT PLAN & PROFILE - 8" PIPELINE
D
14 OF 34
PNG-C-473-0001015
HDD DETAIL SHEET HWY 70
C
15 OF 34
PNG-C-473-0001016
JACK AND BORE DETAIL SHEET HWY 42
C
16 OF 34
PNG-C-473-0001017
GEOTECHNICAL BORING LOGS
A
17 OF 34
PNG-C-473-0001018
GEOTECHNICAL BORING LOGS
A
18 OF 34
PNG-C-473-0001019
ES&PC NOTES
B
19 OF 34
PNG-C-473-0001020
ES&PC PLAN
B
20 OF 34
PNG-C-473-0001021
ES&PC PLAN
B
21 OF 34
PNG-C-473-0001022
ES&PC PLAN
B
22 OF 34
PNG-C-473-0001023
ES&PC PLAN
B
23 OF 34
PNG-C-473-0001024
ES&PC PLAN - LAYDOWN YARD
A
24 OF 34
PNG-C-473-0001025
EROSION CONTROL DETAILS
B
25 OF 34
PNG-C-473-0001026
EROSION CONTROL DETAILS
B
26 OF 34
PNG-C-473-0001027
EROSION CONTROL DETAILS
B
27 OF 34
PNG-C-473-0001028
EROSION CONTROL DETAILS
A
28 OF 34
PNG-C-473-0001029
EROSION CONTROL DETAILS
A
29 OF 34
PNG-C-473-0001030
EROSION CONTROL DETAILS
A
30 OF 34
PNG-C-473-0001033
CONSTRUCTION DETAILS
B
31 OF 34
PNG-C-473-0001034
CONSTRUCTION DETAILS
B
32 OF 34
PNG-C-473-0001035
CONSTRUCTION DETAILS
B
33 OF 34
PNG-C-473-0001041
TIE IN AT LINE 94
B
34 OF 34
1. INSTALLER SHALL FURNISH ALL MATERIALS AND SERVICES NOT PROVIDED BY THE COMPANY
(UNLESS OTHERWISE NOTED ON DRAWINGS OR SPECIFICATIONS) INCLUDING EQUIPMENT,
TRANSPORTATION, AND PERFORMANCE OF ALL NECESSARY WORK AS SHOWN ON THE
DRAWINGS AND SPECIFIED HEREINAFTER.
2. IT SHALL BE THE RESPONSIBILITY OF THE INSTALLER TO VERIFY ALL DIMENSIONS GIVEN ON THE
DRAWINGS. ANY ITEM IN QUESTION SHALL BE BROUGHT TO THE ATTENTION OF THE PROJECT
MANAGER PRIOR TO PROCEEDING WITH THE WORK.
3. INSTALLER SHALL BE RESPONSIBLE FOR PROTECTION OF ALL SURROUNDING AREAS.
4. ALL BELOWGROUND WELDS SHALL BE COATED WITH HBE-95 OR SP-2888 PER PERTINENT
PIEDMONT DESIGN AND CONSTRUCTION STANDARDS.
5. ALL ABOVEGROUND PIPING TO BE BLASTED TO CORRECT SOCIETY FOR PROTECTIVE COATINGS
(SSPC) SURFACE PROFILE. PAINT SYSTEM TO BE UTILIZED SHALL BE PER PERTINENT PIEDMONT
DESIGN AND CONSTRUCTION STANDARDS.
6. UPON BACKFILLING IN AREAS OF ROCK, BURIED PIPE SHALL HAVE 6" OF SAND PAD FILL PLACED
AROUND THE PIPE'S CIRCUMFERENCE.
7. PRESSURE TESTING SHALL MEET THE REQUIREMENTS OF PNG'S PRESSURE TESTING STANDARD,
PER PERTINENT PIEDMONT DESIGN AND CONSTRUCTION STANDARDS.
8. INSTALLER SHALL DEWATER ALL HYDROSTATICALLY TESTED PIPING, USING CLEANING PIGS AS
REQUIRED, AND DRY TO A DEWPOINT OF -40OF PER PERTINENT PIEDMONT DESIGN AND
CONSTRUCTION STANDARDS.
CONSTRUCTION NOTES
1. EXISTING OVERHEAD AND BELOWGROUND FACILITIES MAY BE IN THE WORK AREA VICINITY.
INSTALLER IS RESPONSIBLE FOR HAVING SUCH FACILITIES LOCATED AND IS RESPONSIBLE FOR
MAINTENANCE AND PRESERVATION OF THESE FACILITIES.
2. PER PERTINENT PIEDMONT DESIGN AND CONSTRUCTION STANDARDS, INSTALLER IS REQUIRED
TO CALL 811 FOR UTILITY LOCATES A MINIMUM OF 72 HOURS PRIOR TO COMMENCEMENT OF
WORK. NO EXTRA COMPENSATION WILL BE ALLOWED FOR DELAYS FROM ANY WORK PROVIDED
BY OTHER UTILITIES.
3. IF EXISTING UTILITIES OF ANY TYPE ARE ENCOUNTERED IN THE FIELD AND DEEMED TO BE IN
CONFLICT WITH INSTALLATION OF FACILITIES, INSTALLER SHALL NOTIFY THE PROJECT MANAGER
IMMEDIATELY SO THE CONFLICT MAY BE RESOLVED.
4. WHEN EXISTING DRAINAGE FACILITIES ARE DISTURBED, INSTALLER SHALL PROVIDE AND
MAINTAIN TEMPORARY OUTLETS AND CONNECTIONS FOR PRIVATE DRAINS OR SEWERS.
RESTORATION OF THESE FACILITIES IS TO BE PERFORMED ONCE CONSTRUCTION IS COMPLETE
AND ARE CONSIDERED INCIDENTAL COSTS OF THE PROJECT.
5. ALL DRAWING MEASUREMENTS ARE TO BE TAKEN FROM EXISTING GRADE. FINAL GRADE SHALL
BE MATCHED TO SURROUNDING GRADE AS PER PERTINENT PIEDMONT DESIGN AND
CONSTRUCTION STANDARDS.
6. INSTALLER IS TO REMAIN WITHIN CONSTRUCTION WORKING LIMITS. ACCESS TO AREAS OUTSIDE
WORKING LIMITS MUST BE COORDINATED WITH THE OWNER OR PIEDMONT PROJECT MANAGER.
7. ALL EXCESS EXCAVATION, CONSTRUCTION DEMOLITION DEBRIS AND UNSUITABLE MATERIALS
THAT DO NOT CONTAIN ASBESTOS SHALL BE REMOVED FROM THE SITE AND PROPERLY
DISPOSED.
8. STANDARD SPECIFICATIONS REFERENCED ON THIS SHEET AND CONSTRUCTION PLANS ARE
CONSIDERED AS PART OF THE CONTRACT DOCUMENTS. INCIDENTAL ITEMS OR ACCESSORIES
NECESSARY TO COMPLETE THIS WORK MAY NOT BE SPECIFICALLY NOTED, BUT ARE
CONSIDERED TO BE A PART OF THIS CONTRACT.
9. BEFORE ACCEPTANCE BY THE OWNER AND FINAL PAYMENT, ALL WORK SHALL BE INSPECTED
AND APPROVED BY PIEDMONT OR COMPANY REPRESENTATIVE. FINAL PAYMENT SHALL BE MADE
AFTER ALL OF THE INSTALLER'S WORK HAS BEEN ACCEPTED AND APPROVED AND IN
ACCORDANCE WITH THE CONTRACT DOCUMENTS.
10. DURING CONSTRUCTION, ALL LOOSE MATERIALS THAT ARE DEPOSITED IN THE FLOW LINE OF
GUTTERS, DRAINAGE STRUCTURES, DITCHES, ETC. SUCH THAT THE NATURAL FLOW LINE OF
WATER IS OBSTRUCTED, SHALL BE REMOVED AT THE END OF EACH WORK DAY.
11. ALL FIELD TILE ENCOUNTERED DURING CONSTRUCTION SHALL BE EXTENDED TO OUTLET INTO
AN EXISTING DRAINAGE WAY. A RECORD OF ALL FIELD TILE FOR ONSITE DRAIN PIPE
ENCOUNTERED SHALL BE KEPT BY THE INSTALLER AND TURNED OVER TO THE PROJECT
MANAGER UPON COMPLETION OF THE PROJECT.
12. INSTALLER IS REQUIRED TO MAINTAIN A SET OF ISSUED FOR CONSTRUCTION DRAWINGS AND
ALL PERMITS AT THE JOB SITE. ANY MODIFICATIONS OR ALTERATIONS TO THE PLANS OR
SPECIFICATIONS SHALL BE APPROVED BY THE PROJECT MANAGER.
13. INSTALLER IS SOLELY RESPONSIBLE FOR EXECUTION OF HIS/HER WORK IN ACCORDANCE WITH
THE CONTRACT DOCUMENTS AND SPECIFICATIONS. INSTALLER IS RESPONSIBLE FOR THE
CONSTRUCTION METHODS AND TECHNIQUES, SEQUENCES, TIME OF PERFORMANCE, AND ALL
SAFETY PRECAUTIONS.
14. MINIMUM DEPTH OF BURIAL SHALL BE PER PERTINENT PIEDMONT DESIGN AND CONSTRUCTION
STANDARDS.
15. ALL PIPELINES BEING CROSSED ARE TO BE PROTECTED WITH A MINIMUM OF (3) 4 FEET X 18 FEET
WOODEN MATS.
16. PER PERTINENT PIEDMONT DESIGN AND CONSTRUCTION STANDARDS, FOR OPEN DITCH
EXCAVATION, A MINIMUM OF TWO FEET OF SEPARATION SHALL BE MAINTAINED BETWEEN ALL
CROSSING STRUCTURES. SEPARATION BETWEEN CROSSING STRUCTURES AND PIPELINES THAT
ARE INSTALLED VIA DIRECTIONAL DRILLING METHODS IS AT THE DISCRETION OF ENGINEERING.
17. DURING BACKFILLING, A SIX INCH CROWN SHALL BE PLACED ON ALL DISTURBED AREAS.
COMPACTION REQUIREMENTS SHALL BE PER PERTINENT PIEDMONT DESIGN AND
CONSTRUCTION STANDARDS.
18. BOLTS FOR FLANGES TO BE TORQUED PER PERTINENT PIEDMONT DESIGN AND CONSTRUCTION
STANDARDS.
1. ADDITIONAL EXCAVATIONS BELOW FOOTINGS MAY BE NECESSARY TO REACH UNDISTURBED
SOIL. SHOULD THIS OCCUR, THE EXCAVATION SHALL BE BROUGHT TO THE BOTTOM OF THE
FOOTING ELEVATION WITH COMPACTED SAND FILL MEETING THE REQUIREMENTS OF MODIFIED
PROCTOR COMPACTION TEST (ASTM D1557) TO 95% IN SIX INCH LIFTS.
2. ALL EXPOSED CONCRETE EDGES SHALL HAVE A 1" X 1" 450 CHAMFER.
3. CONCRETE SHALL BE MIXED AND POURED PER PERTINENT PIEDMONT DESIGN AND
CONSTRUCTION STANDARDS. TESTING SHALL CONFORM TO ACI 318. INSTALLER TO SUPPLY ALL
CONCRETE AND TESTING.
4. ALL STRUCTURAL STEEL SHALL CONFORM TO ASTM A36 SPECIFICATION. STEEL REINFORCING
BAR SHALL CONFORM TO ASTM A615 GRADE 60 AND WELDED WIRE FABRIC SHALL CONFORM TO
ASTM A185. TIE WIRE SHALL CONFORM TO ASTM A1064.
5. UNSUITABLE OR EXCESS EARTH SPOIL SHALL BE DISPOSED OF AT AN APPROVED WASTE
LOCATION. SOIL BEING TRANSPORTED ONTO THE JOB SITE SHALL BE APPROVED BY EITHER THE
PROJECT MANAGER OR CONSTRUCTION MANAGER.
6. ROCKSHIELD OR SIMILAR COMPANY APPROVED PRODUCT MUST BE INSTALLED BETWEEN ALL
PIPE AND FITTINGS THAT COME INTO CONTACT WITH CONCRETE. A LAYER OF NON ABRASIVE
MATERIAL SUCH AS FRP SHALL BE INSTALLED BETWEEN ALL PIPE SUPPORTS AND PIPING.
7. ALL FIELD BENDING OF REBAR SHALL BE DONE COLD.
SOIL EROSION AND SEDIMENT CONTROL NOTES
1. INSTALLER IS TO CONSTRUCT ALL SOIL EROSION AND SEDIMENT CONTROL MEASURES AT THE
COMMENCEMENT OF THE PROJECT, PROVIDE MAINTENANCE AND ASSURE EFFECTIVENESS
THROUGHOUT THE DURATION OF THE PROJECT.
2. CARE SHALL BE TAKEN TO MINIMIZE DOWNSTREAM SILTATION. RAW BANKS MAY BE SEEDED AND
MULCHED TO PREVENT EROSION.
3. ALL SPOILS INCLUDING ORGANIC SOILS, VEGETATION AND DEBRIS SHALL BE REMOVED FROM
THE SITE AND PROPERLY DISPOSED OF IN SUCH A MANNER AS TO NOT ERODE INTO ANY BODY
OF WATER OR WETLAND.
4. SILT FENCING SHALL BE PLACED WHERE NECESSARY TO PREVENT SEDIMENT FROM LEAVING
THE WORK AREA.
5. CATCH ALL INLET FILTERS ARE REQUIRED AT ALL SEWER INLETS, GRATES AND MANHOLES FOR
SEDIMENT CONTROL.
6. WETLAND AREAS SHALL HAVE SILT FENCING AND ONE LAYER OF STRAW LOG INSTALLED NO
CLOSER THAN 50 FEET FROM POINT OF WETLAND DELINEATION.
7. TOPSOIL STOCKPILES SHALL BE LOCATED TO AVOID EROSION OF SAID STOCKPILE ONTO
OFFSITE AREAS.
8. ALL ENVIRONMENTAL MEASURES SHALL BE PER PERTINENT PIEDMONT DESIGN AND
CONSTRUCTION STANDARDS.
BURNS&McDONNELLCONSULTANTS, INC. I PROPRIETARY & CONFIDENTIAL ALL RIGHTS RESERVED * DO NOT SCALE THIS DRAWING * USE DIMENSIONS ONLY
STATE LICENSE # C-1435
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 1001
N&BURNS PRELIMINARY - NOT
MMONNELL FOR CONSTRUCTION
CONSULTANTS, INC. ISSUED FOR BID
CLAUDEA McMULLAN
IFCSUBMITTALDATE
CAROLINA
SEAL047852
PROFESSIONALENG/ARCH STAMP
NO.1
DATE
REVISION(S) DESCRIPTION
BY
I CHK
APPD
I DESCRIPTION
APPROVALS
�r� DUKEr6lj��Nat Piedmont
'� ENERGY:.. Natural Gas
G
COPYRIGHT 2018
LINE 473
COVER PAGE / INDEX
C LAYTO N , N C
GOLDSBORO RESOURCE CENTER, DUDLEY, NORTH CAROLINA
SHEET(S) 1 OF 34
DWG SCALE NONE
A
10-15-2019
p
30%DESIGN SUBMITTAL
MJD
CNS
CAM
AREA CODE
1853
DATE
N/ANORTH
INITIALS
NIA
REGIONAL
ENGINEER
DWG DATE 03102/2020
SUPERSEDED
B
12-03-2019
60% DESIGN SUBMITTAL
MJD
CNS
CAM
ACCOUNT NUMBER
C
03-02-2020
90% DESIGN SUBMITTAL
MJD
CNS
CAM
PROJECT NUMBER
0228711
DATE
ATE
N/A
INITIALS
NIA
MGR TECH
REC & STD
DRAWING NUMBER
PNG -G-473-0001 000
REVISION
D
D
08-25-2020
ISSUED FORBID
MJD
CNS
CAM
DRAWING BY
MJD
STATION ID
DATE
08/25/2020
INITIALS
CAM
PRINCIPAL
ENGINEER
CHECKER INITIALS
CNS
DISCIPLINE / RESOURCE CENTER / LINE NUMBER

LEGEND:
- - - SS-----
SS-----
SS- --
G
G
G
W
W
W
-- E-----
E -
- - --
E--
FO
FO
FO
cnry
cnry
T
T
T
--
SSFM -
- - -
- SSFM--
UNK
UNK
OH
OH
OH
o�
i-
L---- J L--�
BORE PIT RECEIVING PIT
�w�
ENTRY PIPE STRING AREA
T +
9+00 8+00
BURNS & McDONNELL CONSULTANTS, INC.
STATE LICENSE # C-1435
ROAD ASPHALT
ROAD CONCRETE
ROAD CURB
ROAD DIRT
ROAD GRAVEL
ROAD CENTERLINE
DRIVEWAY ASPHALT
DRIVEWAY GRAVEL
DRIVEWAY CONCRETE
PAVEMENT ASPHALT
DITCH BOTTOM
DITCH/STREAM CENTERLINE
DITCH TOP
TOE OF SLOPE
TOP OF BANK
SIDEWALK
WALL
RETAINING WALL
BUILDING OUTLINE
BUILDING OVERHEAD
PROPERTY LINE SURVEYED
PROPERTY RIGHT OF WAY LINE
EASEMENT PNG LINE
EASEMENT ACCESS LINE
EASEMENT SANITARY SEWER LINE
EASEMENT UTILITY LINE
FENCE
GUARDRAIL
TREELINE
SANITARY SEWER LINE
GAS LINE
WATER LINE
POWER LINE
FIBER OPTIC LINE
TRAFFIC CONTROL LINE
CABLE TV LINE
TELEPHONE LINE
SANITARY FORCE MAIN LINE
UNKNOWN UTILITY LINE
OVERHEAD WIRE
STORM LINE
TEMPORARY SILT FENCE
PROPOSED CHAIN LINK SECURITY FENCE
DEMOLISH & REMOVE LINEAR SITE FEATURE
PROPOSED CHAIN LINK MANUAL SWING GATE
PROPOSED GRAVEL SURFACE COURSE
WETLANDS
CONTRACTOR HAUL ROUTE
JACK AND BORE
HDD
PROPOSED PIPELINE
PROPOSED PERMANENT EASEMENT
PROPOSED TEMPORARY WORKSPACE
PROPOSED WORK BY DEVELOPER
GENERAL NOTES:
1. THE EXISTING SITE UTILITIES AND FEATURES SHOWN ARE BASED ON A FIELD RUN TOPOGRAPHIC
SURVEY PERFORMED BY MASER CONSULTING IN NOVEMBER, 2019.
2. ALL DIMENSIONS, ELEVATIONS, AND STATIONS ARE IN FEET, UNLESS INDICATED OTHERWISE.
3. CALLOUTS, COORDINATES, AND DIMENSIONS ARE POINTED TO OR MEASURED TO STRUCTURE
CENTER, EDGE OF PAVEMENT, BACK OF CURB, OR OUTSIDE FACE OF FOUNDATION WALL, UNLESS
INDICATED OTHERWISE.
4. ALL WORK SHALL BE SUBJECT TO INSPECTION BY AUTHORIZED PERSONNEL OF LOCAL AND
GOVERNMENT REGULATORY AGENCIES AND THE CLIENT REPRESENTATIVE.
5. SEE NORTH CAROLINA DEPARTMENT OF TRANSPORTATION (NCDOT) DESIGN STANDARDS FOR
REFERENCES TO NCDOT STANDARD DRAWINGS. ALL SUBSEQUENT SPECIFICATIONS AND STANDARDS
SHALL APPLY.
6. ALL WORK SHALL BE CONDUCTED IN ACCORDANCE WITH THE PLANS AND SPECIFICATIONS AND LOCAL
AND GOVERNMENT CODES, ORDINANCES, AND REGULATIONS. IN CASE OF CONTRADICTION OR
DISCREPANCY BETWEEN REQUIREMENTS, CONTRACTOR SHALL INCORPORATE WHICHEVER IS MOST
STRINGENT. WHERE A QUESTION REMAINS ON WHICH REQUIREMENT IS MOST STRINGENT,
CONTRACTOR SHALL SUBMIT ISSUE TO THE CLIENT REPRESENTATIVE IN WRITING. THE DECISION OF
THE CLIENT REPRESENTATIVE SHALL BE CONSIDERED FINAL.
7. ALL WORK SHALL BE CONDUCTED IN A PROFESSIONAL WORKMANSHIP MANNER USING USING QUALITY
MATERIALS. WORK SHALL CONFORM TO THESE DRAWINGS, UNLESS INDICATED OTHERWISE OR AS
DIRECTED BY THE CLIENT REPRESENTATIVE.
8. CONTRACTOR SHALL CONFINE ALL WORK TO BE WITHIN THE PERMANENT AND TEMPORARY
EASEMENTS.
9. ALL GRADING, PAVEMENT WORK, AND ANY OTHER MISCELLANEOUS WORK SHALL BE PERFORMED IN
ACCORDANCE WITH THE CURRENT NCDOT STANDARD SPECIFICATIONS FOR ROAD AND BRIDGE
CONSTRUCTION AND SUPPLEMENTAL SPECIFICATIONS.
10. CONTRACTOR SHALL TAKE CARE TO MAINTAIN THE SITE AND ADJACENT AREAS IN AS CLEAN A
CONDITION AS POSSIBLE. ANY DEBRIS, DIRT, MUD, ETC. SHALL BE CLEANED DAILY, OR AS THE CLIENT
REPRESENTATIVE DIRECTS, FROM ANY ADJOINING STREETS OR PROPERTIES BY THE CONTRACTOR
AS A PART OF THE PRIMARY CONSTRUCTION WORK. THIS SHALL BE AT NO ADDITIONAL
COMPENSATION TO THE CONTRACTOR.
CONSTRUCTION DRAWING NOTES:
1. CONTRACTOR SHALL MAINTAIN UPDATED CONSTRUCTION DRAWINGS AT ALL TIMES THROUGH THE
DURATION OF THE PROJECT. CONSTRUCTION RECORD DRAWINGS SHALL BE SUBMITTED TO THE
CLIENT REPRESENTATIVE.
2. DURING CONSTRUCTION OF THE PROJECT, CONTRACTOR SHALL BE RESPONSIBLE FOR KEEPING
TRACK OF ANY CLIENT REPRESENTATIVE -APPROVED FIELD CONSTRUCTION REVISIONS TO THE
DESIGN DEPICTED ON APPROVED CONSTRUCTION DRAWINGS.
3. ALL VARIATIONS IN PROJECT CONDITIONS, LOCATIONS, AND CONFIGURATIONS, AND ANY OTHER
CHANGES OR DEVIATIONS FROM THE INFORMATION PRESENTED ON THE ORIGINAL, APPROVED
CONSTRUCTION DRAWINGS SHALL BE NOTED. THIS INCLUDES BURIED OR CONCEALED
CONSTRUCTION AND UTILITY FEATURES THAT WERE REVEALED DURING CONSTRUCTION.
4. THE CLIENT REPRESENTATIVE SHALL REVIEW COMPLETENESS, ACCURACY, AND FORMAT OF
SUBMITTED CONSTRUCTION DRAWINGS. IF THE CONSTRUCTION DRAWINGS ARE CONSIDERED
UNACCEPTABLE, THEY SHALL BE RETURNED TO THE CONTRACTOR FOR CORRECTION AND
RESUBMISSION. THIS SHALL BE AT NO ADDITIONAL COMPENSATION TO THE CONTRACTOR.
COORDINATION AND COMMUNICATION
1. CONTRACTOR SHALL APPOINT A PRIMARY CONSTRUCTION SUPERINTENDENT, SUBJECT TO THE
APPROVAL OF THE CLIENT REPRESENTATIVE, WHO SHALL BE PRESENT ON THE CONSTRUCTION SITE
AT ALL TIMES DURING WORKING HOURS AND ACCESSIBLE AT ALL TIMES WHILE WORK IS IN PROGRESS.
THE PRIMARY CONSTRUCTION SUPERINTENDENT SHALL BE DESIGNATED THE RESPONSIBLE
CONTRACTOR'S REPRESENTATIVE WHO SHALL BE AVAILABLE ON A 24-HOUR BASIS. WHEN THE
CONTRACTOR'S PRIMARY CONSTRUCTION REPRESENTATIVE IS NOT AVAILABLE ON THE
CONSTRUCTION SITE, AN ALTERNATE REPRESENTATIVE SHALL BE PROVIDED. CONTRACTOR SHALL
PROVIDE NAMES AND CONTACT INFORMATION OF REPRESENTATIVES TO THE CLIENT
REPRESENTATIVE PRIOR TO THE START OF CONSTRUCTION ACTIVITIES.
2. CONTRACTOR SHALL BE RESPONSIBLE FOR MAINTAINING CONSTANT COORDINATION BETWEEN ANY
SUBCONTRACTORS AND THE CLIENT REPRESENTATIVE. ALL CONSTRUCTION ACTIVITIES PLANNED BY
THE CONTRACTOR SHALL BE REVIEWED AND APPROVED BY THE CLIENT REPRESENTATIVE.
3. THE FOLLOWING CONTACT INFORMATION IS PROVIDED FOR CONTRACTOR'S USE IN CASE OF AN
EMERGENCY:
a. EMERGENCY 911
b. CHARLIE GILMAN (CONSTRUCTION) 252-339-1971
c. OTHER CONTACTS AS DIRECTED AT PRE -CONSTRUCTION MEETING
EXCAVATION AND TRENCHES
1. CONTRACTOR SHALL COMPLY WITH THE MOST CURRENT EDITION OF OCCUPATIONAL SAFETY AND
HEALTH ADMINISTRATION (OSHA) REGULATIONS AND THE STATE OF NORTH CAROLINA LAWS
CONCERNING EXCAVATION.
2. CONTRACTOR SHALL BE RESPONSIBLE FOR ENSURING THAT ALL EXCAVATION, TRENCHING AND
SHORING ARE PERFORMED IN A MANNER THAT COMPLIES WITH LOCAL REGULATIONS AND OSHA
REGULATIONS FOR CONSTRUCTION.
3. OPEN TRENCHES AND EXCAVATIONS AT THE CONSTRUCTION SITE SHALL BE PROMINENTLY MARKED
WITH ORANGE BARRICADES WITH FLASHING RED LIGHTS ACCEPTABLE TO THE CLIENT
REPRESENTATIVE.
4. CONTRACTOR SHALL PROVIDE A MINIMUM NOTICE OF 48 HOURS TO THE CLIENT REPRESENTATIVE
AND ASSOCIATED UTILITY COMPANIES AND AGENCIES BEFORE PROCEEDING WITH ANY EXCAVATION.
5. DEWATERING OF UTILITY TRENCHES AND OTHER EXCAVATIONS MAY BE REQUIRED.
6. OPEN ONLY THOSE TRENCHES FOR WHICH MATERIAL IS ON -HAND AND READY FOR PLACING THEREIN.
AS SOON AS POSSIBLE AFTER THE MATERIAL HAS BEEN PLACED AND WORK APPROVED, BACKFILL
AND COMPACT TRENCHES AS SPECIFIED.
7. NO SPECIAL PROVISIONS WILL BE MADE FOR ROCK EXCAVATION, ANY BOULDERS ENCOUNTERED
SHALL BE REMOVED AND DISPOSED OF OFF SITE.
8. ALL TOPSOIL SHALL BE REMOVED FROM AREAS TO BE GRADED. ALL USEABLE TOPSOIL SHALL BE
STOCKPILED DURING GRADING AND REAPPLIED IN 3" LAYERS TO ALL SLOPES IMMEDIATELY AFTER
GRADING IS COMPLETE.
OTHER SAFETY REQUIREMENTS
1. CONTRACTOR SHALL MAINTAIN SAFETY PRACTICES THAT CONFORM TO OSHA REGULATIONS.
2. IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO OBTAIN AND PAY FOR ALL APPLICABLE PERMITS,
FEES AND LICENSES FOR CONSTRUCTION AND EQUIPMENT.
3. THE CONTRACTOR SHALL PERFORM ON -SITE INSPECTIONS THROUGHOUT THE PROJECT AND REMEDY
ANY SAFETY CONCERNS IMMEDIATELY.
4. THERE SHALL BE NO PERMANENT WASTE SITES ON SITE PROPERTY. ANY TEMPORARY WASTE AREA
SHALL BE APPROVED BY THE CLIENT REPRESENTATIVE AND SHALL BE KEPT IN AN ORDERLY
CONDITION. REMOVAL OF WASTE THAT IS NOT PROPERLY MAINTAINED IS SUBJECT TO THE DIRECTION
OF THE CLIENT REPRESENTATIVE.
5. EROSION CONTROL DEVICES SHALL BE USED FOR THE ACCESS AND HAUL ROUTES, STAGING AREA,
AND ANY MATERIAL STOCKPILES WHEN NECESSARY TO CONTROL EROSION AND STORM WATER
RUNOFF. SEE DRAWINGS C-473-0001020 - C-473-0001027 FOR EROSION AND SEDIMENT CONTROL
REQUIREMENTS.
6. STOCKPILED MATERIAL SHALL BE CONSTRAINED IN A MANNER TO PREVENT MOVEMENT RESULTING
FROM WIND CONDITIONS.
7. CONTRACTOR SHALL MAKE NECESSARY PROVISIONS TO LIMIT DUST CAUSED BY CONSTRUCTION
ACTIVITIES TO A LIMIT ACCEPTABLE TO PROJECT SITE OPERATIONS. THE CONTRACTOR SHALL
CONTROL BLOWING DUST ON THE PROJECT SITE FROM ANY HAUL ROUTE OR WORK AREA
REGARDLESS OF SOURCE.
8. WILDLIFE ATTRACTANTS, SUCH AS TRASH AND FOOD SCRAPS, FROM CONSTRUCTION PERSONNEL
AND ACTIVITIES SHALL BE REMOVED FROM THE PROJECT LIMITS.
9. GASOLINE, DIESEL FUEL, OIL, AND HAZARDOUS WASTE RESULTING FROM CONTRACTOR'S
OPERATIONS OR ACTIVITIES SHALL BE PROPERLY DISPOSED OF IN ACCORDANCE WITH THE
SPECIFICATIONS AND LOCAL REGULATORY REQUIREMENTS AND PROPERLY REMOVED FROM THE
PROJECT PROPERTY. IF HAZARDOUS MATERIALS ARE ENCOUNTERED OR UNCOVERED DURING
CONSTRUCTION ACTIVITIES, THE CONTRACTOR SHALL IMMEDIATELY NOTIFY THE CLIENT
REPRESENTATIVE.
10. FAILURE TO COMPLY WITH THE CLIENT REPRESENTATIVE SAFETY REQUIREMENTS SHALL RESULT IN
THE SUSPENSION OF CONSTRUCTION ACTIVITIES UNTIL ALL SAFETY CONCERNS ARE ADDRESSED BY
THE CONTRACTOR TO THE SATISFACTION OF THE CLIENT REPRESENTATIVE.
11. ANY WORKERS AND EQUIPMENT NOT IN COMPLIANCE WITH SAFETY PLAN SHALL IMMEDIATELY BE
REMOVED FROM THE WORK AREA.
12. THE CONTRACTOR SHALL NOT BURN OR BURY DEBRIS WITHOUT PERMISSION FROM THE SITE
INSPECTOR.
SURVEY AND SUBSURFACE INVESTIGATION NOTES:
1. SURVEY CONTROL POINTS WILL BE PROVIDED PRIOR TO CONSTRUCTION. IF THE CONTRACTOR
SHOULD NEED TO DISTURB THE CONTROL POINTS DURING CONSTRUCTION, REQUEST SHALL BE GIVEN
TO THE SURVEYOR TO HAVE THE CONTROL POINTS RESET.
2. IF BENCHMARKS SHOWN ARE IN AREAS THAT REQUIRE DEMOLITION, OTHER BENCHMARKS SHALL BE
ESTABLISHED BEFORE DEMOLITION AND CONSTRUCTION WORK BEGINS. CONTRACTOR SHALL GIVE
REQUEST TO THE SURVEYOR.
3. HORIZONTAL CONTROL IS BASED ON NAD 83 NORTH CAROLINA STATE PLANE, US FOOT.
VERTICAL CONTROL IS BASED ON NAVD 88.
EXISTING CONDITIONS NOTES:
1. THE LOCATIONS OF STRUCTURES AND UNDERGROUND UTILITIES AS INDICATED HAVE BEEN OBTAINED
FROM EXISTING RECORDS AND FIELD SURVEYS. UNDERGROUND STRUCTURES AND UTILITIES MAY BE
PRESENT WHICH ARE NOT DOCUMENTED OR LOCATED.
2. THE CONTRACTOR SHALL FIELD -CHECK ALL EXISTING CONDITIONS AND BE THOROUGHLY FAMILIAR
WITH THE SITE BEFORE ANY WORK COMMENCES. ANY DISCREPANCIES IN THE DRAWINGS SHALL BE
IMMEDIATELY REPORTED TO THE CLIENT REPRESENTATIVE BEFORE ANY FURTHER WORK
COMMENCES.
3. IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO FIELD -VERIFY EXISTING STRUCTURES, UTILITIES,
AND SURVEY INFORMATION, AND TO TAKE NECESSARY PRECAUTIONS DURING DEMOLITION AND
CONSTRUCTION. CONTRACTOR SHALL VERIFY EXISTENCE AND MARK LOCATIONS OF ALL UTILITIES,
INCLUDING SERVICE CONNECTIONS TO UNDERGROUND UTILITIES, PRIOR TO BEGINNING WORK.
CONTRACTOR SHALL CONTACT THE CLIENT REPRESENTATIVE AND ALL ASSOCATED UTILITY
COMPANIES AND AGENCIES TO IDENTIFY THE LOCATION OF UTILITIES. THERE IS NO GUARANTEE,
EITHER EXPRESSED OR IMPLIED, THAT THE LOCATIONS, SIZE AND TYPE OF MATERIAL OF EXISTING
UNDERGROUND UTILITIES INDICATED ARE REPRESENTATIVE OF THOSE TO BE ENCOUNTERED DURING
CONSTRUCTION.
4. PRIOR TO CONSTRUCTION, THE CONTRACTOR SHALL NOTIFY THE CLIENT REPRESENTATIVE OF
OPERATIONAL PLANS. IN THE EVENT AN UNEXPECTED UTILITY OR STRUCTURE INTERFERENCE OR
CONFLICT IS ENCOUNTERED DURING CONSTRUCTION, THE CONTRACTOR SHALL IMMEDIATELY NOTIFY
THE CLIENT REPRESENTATIVE. ANY UTILITY SERVICES OR STRUCTURES DISTURBED BY THE
CONTRACTOR'S OPERATIONS SHALL BE RESTORED IMMEDIATELY AT CONTRACTOR'S EXPENSE TO
THE SATISFACTION OF THE OWNER.
5. THE CONTRACTOR IS RESPONSIBLE FOR PROTECTING ITEMS NOT TO BE DAMAGED DURING
DEMOLITION AND CONSTRUCTION. THE CONTRACTOR SHALL REPAIR OR REPLACE DAMAGED OR
DISTURBED ITEMS TO THE SATISFACTION OF THE CLIENT REPRESENTATIVE.
GENERAL GRADING NOTES
1. ALL GRADING, PAVEMENT WORK, AND ANY OTHER MISCELLANEOUS WORK SHALL BE PERFORMED IN
ACCORDANCE WITH THE CURRENT NC DOT STANDARD SPECIFICATIONS FOR ROAD AND BRIDGE
CONSTRUCTION AND SUPPLEMENTAL SPECIFICATIONS.
2. THE GRAVEL SURFACE COURSE SHALL BE CONSTRUCTED IN ACCORDANCE WITH SECTION 520 OF THE NC DOT
STANDARD SPECIFICATIONS.
3. THE CONTRACTOR SHALL BE RESPONSIBLE FOR GRADING INCLUDING EXCAVATION, EMBANKMENT,
AND BACKFILLING AS NECESSARY TO CONSTRUCT ALL AGGREGATE ACCESS ROADS, AS OUTLINED IN
THESE TECHNICAL SPECIAL PROVISIONS AND AS DIRECTED BY THE CLIENT REPRESENTATIVE.
4. THE CONTRACTOR SHALL BE HELD RESPONSIBLE FOR ANY DAMAGE DONE TO STORM MANHOLES OR
OTHER UTILITIES DURING GRADING.
5. DISTRIBUTE EXCESS SOIL ON SITE AT THE DIRECTION OF THE CLIENT REPRESENTATIVE. DO NOT
ALTER DIRECTION OF SURFACE DRAINAGE PATTERNS.
6. THE TOLERANCE OF THIS WORK SHALL BE TO WITHIN TO 0.1 FT OF THE EXISTING GROUND SURFACE
ELEVATIONS.
7. THE ACCESS ROAD SUBGRADE SHALL HAVE SUFFICIENT STABILITY TO ACCOMMODATE
CONSTRUCTION TRAFFIC WITHOUT EXCESSIVE SUBRADE RUTTING OR SHOVING. AT THE TIME OF
PLACEMENT OF THE PAVEMENT, THE IN SITU SUBGRADE SHALL HAVE A CALIFORNIA BEARING RATIO
(CBR) OF AT LEAST 6 PERCENT IN THE TOP 12 INCHES OF SUBGRADE. THE CBR PERCENTAGE WILL BE
ASCERTAINED BY THE CONTRACTOR.
8. IF SOFT SPOTS ARE IDENTIFIED IN THE SUBGRADE SOIL, THE SUBGRADE SHALL BE SCARIFIED AND
PROOF -ROLLED TO THE DEPTHS REQUIRED BY THE OWNER'S CONSTRUCTION INSPECTOR TO
COMPACT AREAS TO THE DENSITY REQUIREMENTS OF THIS DOCUMENT. IF THE SOFT AREAS CANNOT
BE ADEQUATELY COMPACTED, THE SOFT SOIL SHALL BE REMOVED AND REPLACED PER THE DESIGN
PLANS WITH SUITABLE SOIL MATERIAL AND COMPACTED TO THE DENSITY REQUIREMENTS IN
ACCORDANCE WITH THIS DOCUMENT.
9, THE QUALITY OF THE SOIL TO BE USED AS FILL MATERIAL SHALL BE AS SPECIFIED IN THIS DOCUMENT,
ALL BACKFILL SHALL BE SPREAD IN LOOSE LIFTS NOT EXCEEDING 8" INCHES IN THICKNESS WHEN
SELF-PROPELLED EQUIPMENT IS USED AND NOT EXCEEDING 6" WHEN HAND GUIDED EQUIPMENT IS
USED. ALL ROOTS, WOOD, AND VEGETATION SHALL BE REMOVED FROM THE LAYER OF FILL PRIOR TO
COMPACTION. ALL FILL AND EXPOSED SOIL IN CUT AREAS SHALL BE COMPACTED AS SPECIFIED IN
THIS DOCUMENT. SOIL COMPACTION TESTS WILL BE REQUESTED BY THE OWNER AT APPROPRIATE
INTERVALS DURING GRADING OPERATIONS.
10. ALL HAUL -IN MATERIAL SHALL BE FREE OF ROCKS 3" IN DIAMETER AND LARGER. THE OWNER'S
CONSTRUCTION INSPECTOR SHALL APPROVE ALL HAUL -IN MATERIAL TO ENSURE THE QUALITY AND
THE ABSENCE OF ENVIRONMENTAL HAZARDS.
11. THE FILL AREA SHALL BE CONSTRUCTED TO THE LINES AND GRADES SHOWN ON THE DESIGN
DRAWINGS WITH MATERIAL SPECIFIED IN THIS DOCUMENT. THE CONTRACTOR SHALL LAY OUT ALL
LINES AND GRADES FOR THE BACKFILL AREAS. ANY PROPOSED CHANGES TO THE SLOPES AND
GRADES SHALL REQUIRE THE APPROVAL OF THE OWNER'S CONSTRUCTION INSPECTOR IN ADVANCE.
THE CONTRACTOR SHALL BE REQUIRED TO REMOVE, AT HIS OWN EXPENSE, ANY COMPACTED
MATERIAL PLACED OUTSIDE OF THE APPROVED LINES OR GRADES.
12. SPOIL MATERIAL SHALL BE TOPSOIL AND OTHER SOIL MATERIALS CONTAINING GREATER THAN 5
PERCENT ORGANIC MATERIAL, SOIL WHICH IS TOO WET, SOIL WHICH DOES NOT MEET THE PLASTICITY
AND/OR GRADATION LIMITS FOR SELECT MATERIAL AS SPECIFIED IN THIS DOCUMENT, OR OTHER SOIL
MATERIAL DESIGNATED BY THE OWNER'S CONSTRUCTION INSPECTOR TO BE UNSUITABLE FOR
SELECT MATERIAL.
13. SELECT SOIL MATERIAL SHALL BE THAT MATERIAL CLASSIFIED AS SM, SP, SC, SW AND CL, OR SW AND
SC IN ACCORDANCE WITH ASTM D2487, AND SHALL HAVE A MAXIMUM LIQUID LIMIT OF 30, A MAXIMUM
PLASTICITY INDEX OF 8, AND A MAXIMUM OF 35 PERCENT PASSING THE #200 SIEVE.
14. THE TOP SURFACE OF EACH LIFT OF BACKFILL SHALL BE PROTECTED FROM PUMPING, PONDING, AND
GULLYING.
15. COMPACTION TESTING WILL BE PROVIDED AT THE EXPENSE OF THE CONTRACTOR. COMPACTION
REQUIREMENTS OF SOIL BACKFILL SHALL BE AS INDICATED IN THE FOLLOWING TABLE:
LOCATION OF FILL MINIMUM REQUIRED COMPACTION
LEVEL STANDARD PROCTOR
A. GENERAL YARD AREA 98%(ASTM D698)
B. UPPER 18 INCHES OF SOIL TO BE USED AS 98%(ASTM D698)
ROAD SUBGRADE MATERIAL AND EXTENDING
A MINIMUM OF 5 FEET BEYOND THE EDGE OF
DEFINED ROADWAYS (IMMEDIATELY UNDER
BASE MATERIAL)
15. CRUSHED STONE IN DRIVE AREAS SHALL BE COMPACTED WITH A STATIC STEEL DRUM ROLLER
(APPROXIMATELY 8 TONS). IF A VIBRATORY COMPACTOR IS USED, NO MORE THAN FOUR (4) PASSES
SHALL BE ALLOWED.
16. APPROVAL SHALL BE RECEIVED FROM THE CLIENT REPRESENTATIVE FOR EACH FILL TYPE TO BE USED
PRIOR TO PROCEEDING WITH BACKFILL OPERATIONS WITH THE MATERIAL IN QUESTION.
17. BACKFILL TO BE IMPORTED SHALL BE TESTED IN ACCORDANCE WITH THIS DOCUMENT AND APPROVED
BY THE PROJECT MANAGER PRIOR TO DELIVERY OF MATERIAL TO THE SITE. THE OWNER'S
CONSTRUCTION INSPECTOR ACCEPTS NO LIABILITY FOR ANY OUT OF SPECIFICATION MATERIAL
ACCEPTED AND STOCKPILED BY THE CONTRACTOR
18. INSPECTION AND TESTING OF MATERIAL SHALL BE PERFORMED AS REQUIRED BY THIS DOCUMENT AT
THE EXPENSE OF THE CONTRACTOR.
19. TESTS AND ANALYSIS OF MATERIAL SHALL BE PERFORMED IN ACCORDANCE WITH THE APPLICABLE
STANDARDS REFERENCED IN THIS DOCUMENT FOR THE SPECIFIC TEST. FIELD INSPECTION SHALL BE
PERFORMED AS REQUIRED BY THIS DOCUMENT.
20. THE BACKFILL AND EXPOSED SOIL IN CUT AREAS SHALL BE COMPACTED AS SPECIFIED ON THIS
DOCUMENT. FIELD DENSITY TESTS SHALL BE PERFORMED BY THE CONTRACTOR TO VERIFY
COMPACTION REQUIREMENTS HAVE BEEN ACHIEVED. IN -PLACE FIELD DENSITY TESTING OF THE
COMPACTED BACKFILL SHALL BE CONDUCTED ACCORDING TO THE PROCEDURES OF THE SAND CONE
METHOD (ASTM 1556), NUCLEAR METHOD (ASTM D3017), OR ACCORDING TO THE PROVISIONS OF THIS
DOCUMENT. TEST RESULTS REPORTED SHALL INCLUDE BOTH THE MOISTURE CONTENT AND DRY
DENSITY, ALONG WITH OTHER PERTINENT DATA SUCH AS LOCATION, ELEVATION, PROCTOR CURVE
USED FOR COMPARISON, ETC. THE TESTING FREQUENCY SHALL BE ONE TEST FOR EACH 5,000
SQUARE FEET OF LIFT AREA OR PORTION THEREOF FOR EACH LIFT. IN ISOLATED AREAS OF LESS
THAN 5,000 SQUARE FEET, TEST AT LEAST EVERY THIRD LIFT. WHEN BACKFILL OPERATIONS ARE
CONCENTRATED IN SMALL AREAS USING LIGHT MANUALLY -GUIDED EQUIPMENT AND RELATIVELY THIN
LIFTS, THE FREQUENCY OF DENSITY TESTING MAY BE REVISED AS DIRECTED BY THE OWNER'S
CONSTRUCTION INSPECTOR. TEST LOCATION SHALL BE THE WEAKEST APPEARING AREA OF THE TOP
LIFT DETERMINED BY TRACKING ACTION OF THE EQUIPMENT.
21. SUITABILITY OF SOIL MATERIAL FOR USE AS BACKFILL SHALL BE DETERMINED FOR EACH FILL TYPE BY
THE RESULTS OF THE FOLLOWING TESTS:
A. LIQUID LIMIT IN ACCORDANCE WITH ASTM D4318.
B. PARTICLE SIZE ANALYSIS IN ACCORDANCE WITH ASTM D422.
C. MOISTURE -DENSITY RELATIONS (STANDARD PROCTOR) IN ACCORDANCE WITH ASTM D698.
D. MOISTURE CONTENT IN ACCORDANCE WITH ASTM D2216.
E. SAMPLING OF SOIL SHALL BE IN ACCORDANCE WITH ASTM D2216.
F. SOIL SHALL BE CLASSIFIED IN ACCORDANCE WITH ASTM D2487.
22. FREQUENCY OF TESTS: TESTS OF MATERIALS TO BE USED IN THE OPERATIONS COVERED IN THIS
DOCUMENT SHALL BE IN ACCORDANCE WITH THE REQUIREMENTS GIVEN IN THIS DOCUMENT.
FREQUENCIES OF IN -PLACE DENSITY TESTS SHALL BE AS STATED IN THIS DOCUMENT.
23. IF QUESTIONABLE COMPACTION RESULTS ARE OBTAINED, THE CLIENT REPRESENTATIVE MAY
REQUIRE THE CONTRACTOR TO PERFORM PROCTOR CHECKS (ON DRY SIDE OF OPTIMUM) TO VERIFY
THAT THE PROPER PROCTOR CURVE IS BEING REFERENCED. IF NOT, A NEW PROCTOR CURVE
DETERMINED BY A FIVE -POINT TEST SHALL BE REQUIRED. IF THE COMPACTION REQUIREMENTS FOR A
LIFT HAVE NOT BEEN ACHIEVED, THE LIFT SHALL BE REWORKED OR REPLACED AT THE
CONTRACTOR'S EXPENSE,
24. TESTING OF IN -PLACE DENSITY AND MOISTURE CONTENT BY NUCLEAR METHODS IN ACCORDANCE
WITH ASTM D2922 AND ASTM D3017, RESPECTIVELY, WILL BE ALLOWED PROVIDED:
A. ACCEPTABLE CORRELATION WITH SAND CONE DENSITY AND LABORATORY DETERMINED MOISTURE
CONTENT TEST RESULTS CAN BE OBTAINED ACCORDING TO THE GUIDELINES OF "CALIBRATION"
SECTIONS OF ASTM D2922 AND ASTM D3017.
B. THE INITIAL CORRELATION RESULTS ARE REVIEWED AND USE OF THE NUCLEAR DEVICE IS APPROVED
BY THE OWNER'S CONSTRUCTION INSPECTOR.
C. THE CONTRACTOR INSURES THAT THE REPRESENTATIVE FROM THE TESTING AGENCY OPERATING
THE NUCLEAR DENSITY TESTING HAS THE NECESSARY STATE AND/OR FEDERAL LICENSES TO
OPERATE THE DEVICE AND CARRY A NUCLEAR ENERGY SOURCE.
EMBANKMENT FILL NOTES:
EMBANKMENT FILL SHALL CONSIT OF AN INORGANIC, NON -PLASTIC, GRANULAR SOIL CONTAINING
LESS THAN 10% MATERIAL PASSING THE NO.200 MESH SIEVE WITH UNIFIED SOIL CLASSIFICATION OF
SP, SP-SC, OR SP-SM. EMBANKMENT FILL SHALL BE PLACED IN LIFTS NOT EXCEEDING 8 INCHES WHEN
USING A STATIC DRUM ROLLER WITH A MINIMUM OPERATING WEIGHT OF 5 TONS WITH A DRUM
DIAMETER OF 3 TO 4 FEET. WHERE LIGHTWEIGHT VIBRATORY COMPACTION METHODS ARE UTIILIZED
MAXIMUM LOOSE LIFT THICKNESS SHALL BE 6 INCHES. COMPACTION TO MEET A MAXIMUM DRY
DENSITY OF 98% STANDARD PROCTOR DRY DENSITY.
2. ANY GRADING TO CORRECT SLOPES SHALL BE COMPACTED PER THIS DOCUMENT.
GENERAL EXCAVATION REQUIRED FOR CONSTRUCTION
1. THIS ITEM SHALL CONSIST OF FURNISHING ALL LABOR, MATERIALS, MACHINERY, TOOLS, AND SUPERVISION
FOR EXCAVATION AND GRADING REQUIRED TO PREPARE THE ROADWAY, AND GRADING REQUIRED TO
COMPLETE THE FINAL GRADING OF AREAS ADJACENT TO THE ROADWAY AS SHOWN ON THE PLANS IN
ACCORDANCE WITH THE PROVISIONS OF SECTION 225 OF THE NC DOT STANDARD SPECIFICATIONS INSOFAR AS
THEY ARE NOT AMENDED BY THE PLANS AND THESE SPECIAL PROVISIONS, AND IN ACCORDANCE WITH THE
FOLLOWING SPECIAL PROVISIONS,
SUBGRADE COMPACTION VERIFICATION
1. THE CONTRACTOR SHALL EMPLOY AN INDEPENDENT CONSTRUCTION MATERIAL ENGINEERING TESTING FIRM
TO MONITOR
THE PROOFROLLING OF THE SITE AFTER THE STRIPPINGS HAVE BEEN REMOVED TO INSPECT AND
TEST THE COMPACTED FILL AREAS IN THE ACCESS ROAD AREAS AS INDICATED ON THE BID DOCUMENTS
AND/OR AS SPECIFIED BY THE OWNER'S DESIGNATED REPRESENTATIVE. COPIES OF THE TEST RESULTS SHALL BE
FURNISHED TO THE OWNER'S DESIGNATED REPRESENTATIVE AND OTHERS AS INDICATED BY OWNER'S
DESIGNATED REPRESENTATIVE. THE OWNER'S DESIGNATED REPRESENTATIVE MUST APPROVE THE
INDEPENDENT CONSTRUCTION MATERIAL ENGINEERING TESTING FIRM. INCLUDED WITH THIS BID PROPOSAL,
THE CONTRACTOR SHALL FURNISH THE NAME, ADDRESS AND A PHONE NUMBER OF THE INDEPENDENT
CONSTRUCTION
MATERIAL ENGINEERING TESTING FIRM FOR APPROVAL.
ABBREVIATIONS:
ASTM
AMERICAN SOCIETY FOR TESTING AND MATERIALS
BOC
BACK OF CURB
CB
CATCH BASIN
CBR
CALIFORNIA BEARING RATIO
C/L
CENTERLINE
COMB
COMBINATION BEND (VERT. & HOR. DIRECTIONAL CHANGE)
CONC
CONCRETE
CI
CURB INLET
CMP
CORRUGATED METAIL PIPE
DB
DEED BOOK
DI
DROP INLET
DR
DRIVE
ELEC
ELECTRICAL
EOP
EDGE OF PAYMENT
EX
EXISTING
FT
FEET
FTG
FITTING
JAB
JACK AND BORE
GIS
GEOGRAPHIC INFORMATION SYSTEM
LL
LAND LOT
MAX
MAXIMUM
MIN
MINIMUM
MISC
MISCELLANEOUS
NTS
NOT TO SCALE
PG
PAGE
PVC
POLYVINYL PLASTIC PIPE
NCDEQ
NORTH CAROLINA DEPARTMENT OF ENVIRONMENTAL QUALITY
NCDOT
NORTH CAROLINA DEPARTMENT OF TRANSPORTATION
N/F
NOW OR FORMERLY
NPDES
NATIONAL POLLUTANT DISCHARGE ELIMINATION SYSTEM
NTS
NOT TO SCALE
OSHA
OCCUPATIONAL SAFETY AND HEALTH ADMINISTRATION
PC
POINT OF CURVATURE
P/L
PROPERTY LINE
PT
POINT OF TANGENCY
RCP
REINFORCED CONCRETE PIPE
R/W
RIGHT OF WAY
SAG
SAG (PIPE DIRECTION UP)
SBL
SIDE BEND LEFT
SBR
SIDE BEND RIGHT
SSMH
SANITARY SEWER MANHOLE
STMH
STORM MANHOLE
PROPRIETARY & CONFIDENTIAL ALL RIGHTS RESERVED * DO NOT SCALE THIS DRAWING * USE DIMENSIONS ONLY
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 1001
CLAUDEA McMULLAN
NO.1
DATE
REVISION(S) DESCRIPTION
BY
CHK
APPD
I DESCRIPTION
APPROVALS
IFC SUBMITTAL DATE
NORTH CAROLINA
A
10-15-2019
30% DESIGN SUBMITTAL
MJD
CNS
CAM
AREA CODE
1853
DATE
N/A
INITIALS
NIA
REGIONAL
ENGINEER
Piedmont
B
12-03-2019
60% DESIGN SUBMITTAL
MJD
CNS
CAM
ACCOUNT NUMBER
SEAL047852
C
03-02-2020
90% DESIGN SUBMITTAL
MJD
CNS
CAM
PROJECT NUMBER
0228711
DATE
N/A
INITIALS
N/A
MGR TECH
REC &STD
r DUKEr6
'�
ENERGY
l
Natural Gas
D
08-25-2020
ISSUED FOR BID
MJD
CNS
CAM
DRAWING BY
MJD
PROFESSIONALENG/ARCH STAMP
STATION ID
I
DATE
08/25/2020
INITIALS
CAM
PRINCIPAL
ENGINEER
COPYRIGHT 2018
CHECKER INITIALS
CNS
LINE 473
CIVIL GENERAL NOTES, LEGENDS, & ABBREVIATION
CLAYTON, NC
GOLDSBORO RESOURCE CENTER, DUDLEY, NORTH CAROLINA
PRELIMINARY - NOT
FOR CONSTRUCTION
ISSUED FOR BID
SHEET(S) 3 OF 34 1 DWG SCALE
DWG DATE 03/02/2020 ISUPERSEDED
DRAWING NUMBER
PNG -C-473-0001000
DISCIPLINE / RESOURCE CENTER / LINE NUMBER
NONE
REVISION
D

- - --- I -
CONTRACTO
05H03100C
"�,fy '� / NORTH CAROLINA
GRAVEL r.►h�* ..-, .RAILROAD COMPANY
CONSTRUCTION ►�" �' `'`
5 ENTRANCE NEUSE RIVER BUFFER
g
OVA `\
�I GRAVEL CONSTRUCTION ENTRANCE _ ti
i S ! HDD EXIT
IMO)
05104001 Y
BAYER
CROPSCIENCE LP
NEUSE RIVER BUFFER
HDID ENTRY
��� � 05H040.0.2C
��. GRIFOLS I
THERAPEUTICS INC.
7
f.4
05HO3009
TONY RAY CARROLL '
i'
LINE 473 LAUNCHER AND MLV
STATION ID: 84-T-91-GLD-6593
SEE PROJECT 0228708
_CONTRACTOR HAUL ROUTE
--- -
PROPOSED PERMANENT
SITE ACCESS ROAD
TIE IN PLAN AT PNG LINE 94
SEE PNG-C-473-0001041 a.
05HO4032F (TRACT 2)
JIMMY R. COX AND WIFE
JUDY G. COX
FLOWERS PLANTATION
REGULATOR STATION
STATION ID: 84-T-91-GLD-6606
SEE PROJECT 0228708 -
N� P% `���/f!!
PROPOSED PERMANENT SITE ACCESS DRIVE r
a�
JACK AND BORE HWY 42 '" ems.
GRAVEL CONSTRUCTION ENTRANCE
' „,�.
1
•^Rk ■
LAYDOWN YARD
APPROX. 2 MILES
ACCESS AND STAGING
1. ACCESS AND HAUL ROUTES FOR ALL CONTRACTOR PERSONNEL, VEHICLES,
EQUIPMENT, AND DELIVERIES ARE ILLUSTRATED ON THIS DRAWING AND ARE
SUBJECT TO THE APPROVAL OF THE CLIENT REPRESENTATIVE. IT SHALL BE THE
CONTRACTOR'S RESPONSIBILITY TO COORDINATE OFF -SITE HAUL ROUTES WITH
THE APPROPRIATE OWNER WHO HAS JURISDICTION OVER THE AFFECTED ROUTE.
ACCESS ROUTES AND HAUL ROUTES ARE SUBJECT TO CHANGE AT THE
DIRECTION OF THE CLIENT REPRESENTATIVE AND MAY CHANGE BASED ON
OPERATIONAL REQUIREMENTS OF THE SITE.
2. CONTRACTOR SHALL COORDINATE ACTIVITIES AND MAINTAIN ALL ACCESS AND
HAUL ROUTES IN A MANNER THAT ALLOWS UNOBSTRUCTED EMERGENCY ACCESS
TO ALL PROJECT AREAS AND EXISTING ROADWAYS AT ALL TIMES WITHOUT DELAY
TO EMERGENCY AND SECURITY VEHICLE RESPONSE TIME.
3. IF ANY EMERGENCY ROUTES REQUIRE CLOSURE DUE TO CONSTRUCTION
ACTIVITIES, CONTRACTOR SHALL NOTIFY THE CLIENT REPRESENTATIVE, POLICE,
LOCAL FIRE AUTHORITY, AND ALL OTHER EMERGENCY SERVICES OF THE
CLOSURE.
4. CONTRACTOR SHALL MAINTAIN ACCESS AND HAUL ROUTES TO BE FREE FROM
DEBRIS CAUSED FROM CONSTRUCTION ACTIVITIES ON A DAILY BASIS.
5. CONTRACTOR SHALL RESTRICT ALL OPERATIONS TO AREAS WITHIN THE
CONSTRUCTION LIMITS UNLESS COORDINATED OTHERWISE WITH THE CLIENT
P
REPRESENTATIVE.
140
► - r ti� �,�/,- `{, �`►L+i \ �,, '.� ',':' 6. WHEN NOT ENGAGED IN CONSTRUCTION ACTIVITIES, CONTRACTOR'S EQUIPMENT
�• , P �\ :, AND VEHICLES SHALL BE PARKED IN THE STAGING AREA.
r 'r'rs f
7. ACCESS POINTS, HAUL ROUTES, STAGING AREA, AND ANY OTHER AREAS
��` �,� \. +``'�� :'-' '•�'' DISTURBED BY THE CONTRACTOR SHALL BE RESTORED TO THEIR ORIGINAL
let
CONDITION OR BETTER TO THE SATISFACTION OF THE CLIENT REPRESENTATIVE.
TRAFFIC CONTROL
1. PRIOR TO CONSTRUCTION, CONTRACTOR SHALL CORDON OFF THE
CONSTRUCTION WORK AREA AND ASSOCIATED ROADWAYS BY USING
' ;-- BARRICADES APPROVED BY THE CLIENT REPRESENTATIVE.
y` 2. ALL CONSTRUCTION EQUIPMENT AND VEHICLES SHALL BE MARKED WITH
` �`.,.f COMPANY DESIGNS, INSIGNIAS, OR OTHER MARKINGS, WHICH ARE CLEARLY
VISIBLE.
- - :f{ .r 3. CONSTRUCTION EQUIPMENT SHALL HAVE AUTOMATIC SIGNALING DEVICES TO
SOUND AN ALARM WHEN MOVING IN REVERSE.
r
.' IL
4. NO PEDESTRIAN TRAFFIC SHALL BE ALLOWED INSIDE THE CONSTRUCTION LIMITS.
5. ANY DAMAGE TO ROADS AND PAVEMENTS -TO -REMAIN DUE TO CONSTRUCTION
EQUIPMENT OR TRAFFIC SHALL BE REPAIRED TO RESTORE THE ROADS AND
P j --- -�--_Y
QpN CONTRACTOR HAUL ROUTE r_ PAVEMENTS TO THEIR ORIGINAL CONDITION TO THE SATISFACTION OF THE
CLIENT REPRESENTATIVE.
�-� :
\ W
GRAVEL
CONSTRUCTION
ENTRANCE
1 1'
LIMITS OF DISTURBED AREA
CONTRACTOR LAYDOWN
_ * ' ` - AREA & HAUL ROAD: 5.38 A
LAYDOWN YARD I"'•�' - v �•� +. _ ;
PIPELINE PROJECT: 18.68 AC
SEE PNG-C-473-0001024 - f�
� � POINT OF CONTACT (CONSTRUCTION):
I
a CHARLIE GILMAN 252-339-1971
PRELIMINARY - NOT
pr FOR CONSTRUCTION
ISSUED FOR BID
Q BURNS&McDONNELLCONSULTANTS, INC.
PROPRIETARY & CONFIDENTIAL ALL RIGHTS RESERVED * DO NOT SCALE THIS DRAWING * USE DIMENSIONS ONLY
a STATE LICENSE # C-1435
N
0
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 1001
o CLAUDEA McMULLAN
NO.
DATE
REVISION(S) DESCRIPTION
BY
CHK
APPD
DESCRIPTION
APPROVALS
IFC SUBMITTAL DATE
LINE 473
A
12-03-2019
60% DESIGN SUBMITTAL
MJD
CNS
CAM
AREA CODE
1853
DATE
INITIALS
REGIONAL
NORTH CAROLINA
SEAL047852
N/A
N/A
ENGINEER
p/r�DUKE Piedmont
SITE ACCESS ROUTE PLAN
B
03-02-2020
90% DESIGN SUBMITTAL
MJD
CNS
CAM
ACCOUNT NUMBER
DATE
INITIALS
21
L�JN/A
C
08-25-2020
ISSUED FOR BID
MJD
CNS
CAM
PROJECT NUMBER
0228711
MGR TECH
V ENERGY,: Natural Gas
DRAWING BY
MJD
NIA
REC &STD
C LAYTO N N C
z
,
STATION ID
DATE
INITIALS
PRINCIPAL
PROFESSIONALENG/ARCH STAMP
N
08/25/2020
CAM
ENGINEER
COPYRIGHT 2018
GOLDSBORO RESOURCE CENTER, DUDLEY, NORTH CAROLINA
CHECKER INITIALS
CNS
SHEET(S) 4 OF 34 1 DWG SCALE
DWG DATE 03/02/2020 SUPERSEDED
DRAWING NUMBER
PNG -C-473-0001001
DISCIPLINE / RESOURCE CENTER / LINE NUMBER
NONE
REVISION
C

TAX ID:
05H04002C
05H03100C
OWNER:
GRIFOLS THERAPEUTICS INC
NORTH CAROLINA RAILROAD COMPANY
a
LL
o
DEED BOOK / PAGE:
DB/PAGE
DB/PAGE
LL
o
CD
ACREAGE
cD
Of
o=
EASEMENTS
REF. DWG. NO.
CD
o �
z
w m
CD
0
LU
o p
z
z0
<
U)
~
c¢n "
0
<
cn
� rn ch
o co cn
+ + +
Ln Ln
U �
cn cn cn
50' PERMANENT PROPOSED 8" PIPELINE
EASEMENTNOTES
R/ k1W R R IRW ER -NI
_ E NUMBER: CR 37 r�
-- LoHNsroN �o B 1. PERMANENT MAINTAINED EASEMENT
o
--- -- - -- - -- - WIDTH THROUGH WETLANDS AND
D 38+00 ��, 39+00 40+00 41+OO 42+OO 43+OO 44+O( 45+00 -
0
\� n STREAMS SHALL BE 30' TO COMPLY WITH
w PNG PERMANENTLY MAINTAINED ACCESS
r
of a;-y g CORRIDOR PROTOCOL.
rz
WIN no WINe
Mike +
■■■■•■■■ ■■■■■■■ ■■■■■■■ ■■■■■■1■ ■ 11 ■ ■IN'
icr, ■■■■ ■■■■■■■■■■■■■■■■■■■OEM
%■ ■■■■ I■■ I■■ ■■■■I■ ■■■■I■■■■■11■■� TEST STATION # 3 INSTALL (3) BLACK STRANDED #12
+ ■■■■I�■■■■■I�■ c" ■■■■I■ j■■■I■I ■11 ■I I■ I■ ■■�■■■■■I�■■■ I ■■■■■ I ■■■■■ I ■■■■■■I ■■I ■■■ I�
■�■■�■■�■■
J
a
��■■� ■�■�■ !■■��■� ��■■■ ■�■■I ■�■■1 i■■�■11 ■■��■I i�■�_I �i■��IIi■��■_I ■�■■�I■1 ■■�■■I ■�■�I■I�■■■I� T H H N WIRES ONTO LINE 473 NEAR ANGLE POINT AND
■■■■■■■■■■■■■
o
AINI all BRING BRING WIRES UP INTO BIG FINK ABOVE GRADE TEST
\
NOTE 1 ■■1■■��1 STATION. INSTALL BORIN AC-20 STELTH7 REFERENCE
I�■■ I�■■
ELECTRODE AT PIPE LEVEL ACCORDING TO
■■ ■■
l \ ■I■■■I�■■■I� MANUFACTURER'S SPECIFICATIONS AND BRING WIRE
Q
J
25 TEMPORARY - ■��I■■�■���■■■■
\ `■■■I■■■■�I■■I
WORKSPACE UP INTO SAME FINK TEST STATION. PLACE TEST
\ "
- ���I■■����I■���� STATION IN A CATTLE GUARD.
V
ADDITIONAL '11r■■�■11 ■ --
CD�-
\ TEMPORARY ■■�■
\. 75
z
05H04002C WORKSPACE I■j PROPOSED SITE
ACCESS DRIVE
1■■II
05H03100C +:'r.
MATCH LINE 47+50
z
z
F- s
JOINT
F-
0<
�I
LENGTH0
0
J
�M
0
335
335
0
EXISTING GRADE
— —
—
=II
330
330
_
J
325
—
325
_
�_
-
-
io
320
320
—
—
— —
—
_
at
J_
0
315
315
Lij
_
-
0
0
N
-�
-
0
a
310
310
_
u
PROPOSED
PIPELINE
305
305
c �
cN3
J
300
300
PRELIMINARY - NOT
W
295
295 FOR CONSTRUCTION
0
ISSUED FOR BID
38+00
39+00
40+00
41+00
42+00
43+00
44+00
45+00
46+00
47+00
MATERIAL
1000,
11
CONST. METHOD
OPEN
EN CUT
CLASS / MAOP
CLASS 3 / 1000 PSIG
BURNS& McDONNELLCONSULTANTS, INC.
PROPRIETARY & CONFIDENTIAL ALL RIGHTS RESERVED * DO NOT SCALE THIS DRAWING * USE DIMENSIONS ONLY
REF. DWG(S) PNG-C-473-0001022
STATE LICENSE # C-1435
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 1001
CLAUDEA MCMULLAN
IFC SUBMITTAL DATE
NO.
DATE
REVISION(S) DESCRIPTION
BY
CHK
APPD
DESCRIPTION
APPROVALS
LINE 473
SHEET(S) 10 OF 34
DWG SCALE H: 1"=50', V: 1"=10'
A
10-15-2019
30% DESIGN SUBMITTAL
MJD
CNS
CAM
AREA CODE
1853
DATE
INITIALS
REGIONAL
NORTH CAROLINA
SEAL047852
NIA
NIA
ENGINEER
+: DUKEr6111 Piedmont
Q
ALIGNMENT P LAN & PROFILE - 8" PIPELINE
DWG DATE 03102/2020 SUPERSEDED
B
12-03-2019
60% DESIGN SUBMITTAL
MJD
CNS
CAM
ACCOUNT NUMBER
DATE
INITIALS
C
03-02-2020
60% DESIGN SUBMITTAL
MJD
CNS
CAM
PROJECT NUMBER
0228711
NIA
NIA
MGR TECH
'
� ENERGY Natural Gas
DRAWING NUMBER
REVISION
D
08-25-2020
ISSUED FOR BID
MJD
CNS
CAM
DRAWING BY
MJD
REC &STD
CLAYTON, NC
PNG -C-473-0001010
E
DATE
INITIALS
E
09-18-2020
RE -ISSUED FOR BID
JJM
CNS
CAM
STATION ID
PRINCIPAL
PROFESSIONAL ENG/ARCHSTAMP
09/18/2020
CAM
ENGINEER
COPYRIGHT 2018
GOLDSBORO RESOURCE CENTER, DUDLEY, NORTH CAROLINA
CHECKER INITIALS
CNS
DISCIPLINE / RESOURCE CENTER / LINE NUMBER

TAX ID:
05H03100C
OWNER:
NORTH CAROLINA RAILROAD COMPANY
Q
O
DEED BOOK / PAGE:
DB /PAGE
o
ACREAGE
9
a'
Of
EASEMENTS
REF. DWG. NO.
CD
z
0
z
w
m
a
=
o 0 0
=
o
CD
z
z
o
w
u
a a z
Of� m
z
m
z
o
U
o o U_
U_
U)
rn
M
x x
w w n
o
17
M On
co
+
a0
cl-i
co
+ co+�
L�CJ LC>
U')co
H H co
co cn co
L(
co
co
pw
M_ •-_ -
l / \ w
II
Mir
/ 50' PERMANENT EASEMENT
OWNER: NA
— —
P ONUMBER. CR23F
P E NUMBER: CR239
Yl
-Cal`
OWNER: NA
\ w\ - - -
NUMBER: CR295
O = /
_
— — — — — —
—
NOTES
I I
\ \ O
R '.f Vm
p
E `
INV-320.59
\ _
/
—
1. PERMANENT MAINTAINED EASEMENT
_
_
++ •,
P/�L — — — —'
_ —
—
„
:cR2
N
WIDTH THROUGH
WETLANDS AND
- -
-
— — —
o
STREAMS SHALL BE 30' TO COMPLY WITH
=
c
PNG PERMANENTLY
MAINTAINED ACCESS D
48+00 �n ML49+00 50+00 51 +00
52+00 ic> 53+00 54+00 55+00 56+0o
z
J
a
CORRIDOR PROTOCOL.
-
lII
57+00
=
rAAA
LO wommm—
o
58+00
Z
co
J
�1�1�1111111�111111�11111%1�111 ���111111�1111
111 111 111 111 111 �n 111 111
N1�i1::1M!ii1111:1 11 N::����
no
MIMI
11111 ��717t_ �1111 ��1111 w�1�11II77�"�
1111 1717 �n 11 1111 1111 1111 1111 1111 1111 1111 11111 11111 •���
�������� 11111�11�11�11�111�1111�111�11�1�1111�1��111�>i'"����
5gf0p
+
�•
N
I■ 11 11 11
ffive
1771��j71/
III I
11111■
dwiff1w �7i 1�� 11 11
1111 11111 1 . I� �11�1 11111
111 111111 1111 N 111111 1
11■ LIJ
1111 2
11111 111111
.
I
I ��1�111i1�11
11�111�111111
25' TEMPORARY WORKSPACE
90,05HO3100C
2
mail 11! U
1111�.
Q
ADDITIONAL TEMPORARY WORKSPACE
50' NEUSE RIVER BUFFER ADDITIONAL TEMPORARY WORKSPACE - - PROPOSED 8" PIPELINE
z
z
o
�aHr
0<
�LU
o
0-
0
J
M N
Q
c
345
345
U3
II
It
340
EXISTING GRADE
340
�.i
N
335
— ���\
----
--
----
335
J
L4
330
_
z
—
J
o--
--
—
-
Ji
\
— —
— —
/
-
-
_
_
—
—
0
Of
o
325
— —
----
--
--
—
_
_
325
0
0
a
N
-
-
—
320
320
-
-
-
PROPOSED
PIPELINE
c
w
315
-
-
- -
315
_
310
310
PRELIMINARY - NOT
W
FOR CONSTRUCTION
305
305
ISSUED FOR BID
c
48+00 49+00 50+00 51+00
52+00 53+00 54+00 55+00 56+00 57+00 58+00
59+00
MATERIAL
1200'
CONST. METHOD
OPEN
EN CUT
CLASS / MAOP
CLASS 3 / 1000 PSIG
BURNS&McDONNELLCONSULTANTS, INC.
PROPRIETARY & CONFIDENTIAL ALL RIGHTS RESERVED * DO NOT SCALE THIS DRAWING * USE DIMENSIONS ONLY
REF. DWG(S)
PNG-C-473-0001022
STATE LICENSE # C-1435
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 1001
CLAUDEA MCMULLAN
IFCSUBMITTAL DATE
NO.
DATE
REVISION(S) DESCRIPTION
BY
CHK
APPD
DESCRIPTION
APPROVALS
LINE 473
SHEET(S)
11 OF 34
DWG SCALE H: 1"=50', V: 1"=10'
A
10-15-2019
30% DESIGN SUBMITTAL
MJD
CNS
CAM
AREA CODE
1853
DATE
NITIALS
REGIONAL
NORTH CAROLINA
SEAL047852
N/A
NIA
ENGINEER
'�� DUKEr6lj[�Piedmont
Q
ALIGNMENT PLAN & PROFILE - 8" PIPELINE
DWG DATE 03102/2020
SUPERSEDED
B
12-03-2019
60% DESIGN SUBMITTAL
MJD
CNS
CAM
ACCOUNT NUMBER
DATE
INITIALS
C
03-02-2020
90% DESIGN SUBMITTAL
MJD
CNS
CAM
PROJECT NUMBER
0228711
N/A
NIA
MGR TECH
`C ENERGY:: . Natural Gas
DRAWING NUMBER
REVISION
D
08-25-2020
ISSUED FOR BID
MJD
CNS
CAM
DRAWING BY
MJD
REC & STD
C LAYTO N NC
PNG
-C-473-0001011
E
DATE
INITIALS
E
09-18-2020
RE -ISSUED FOR BID
JJM
CNS
CAM
STATION ID
PRINCIPAL
PROFESSIONAL ENG/ARCHSTAMP
09/18/2020
CAM
ENGINEER
COPYRIGHT 2018
GOLDSBORO RESOURCE CENTER, DUDLEY, NORTH CAROLINA
CHECKER INITIALS
CNS
DISCIPLINE / RESOURCE CENTER / LINE NUMBER

>_
TAX ID:
05HO3100C
}
�
owNER:
NORTH CAROLINA RAILROAD COMPANY
O
DEED BOOK I PAGE:
DB / PAGE
o
ACREAGE
9
a'
a=
EASEMENTS
REF. DWG. NO.
CD_
o z
w m
m
CD
z
o o a
m o m
o
z
U)
o o a
w w w
c o
Q w
a
U)
co
V �
O N V
� co Co
M O
00 cn
co M
co co co
co U3
- r
1
NOTES
—
1. PERMANENT MAINTAINED EASEMENT
i /
/ r
/
—
O/RFCTiO
NON`,
— -
WIDTH THROUGH WETLANDS AND
STREAMS SHALL BE 30' TO COMPLY WITH
N
CLEARANCE: NUMBER: CR243 -- �
GROUND ELEVAT9jV.✓326.47' 6. � � � • ' )/
0WNER:UNK
PROPOSED 8 PIPELINE POLE NUMBER:CN91B
PNG PERMANENTLY MAINTAINED ACCESS
, / •
j ; i
�o� I I
CORRIDOR PROTOCOL.
50' PERMANENT EASEMENT oL ABER.R.UNK ,/ NA
- POLE 4
I I�
U)
NL
O
ELEVATE"
•
N
at
=
64+00
63+00, � 65+00 66+00
can 67+ �
� 00
a
F
0
J
+
g�+00
♦♦
♦♦♦♦♦♦♦♦♦♦♦♦♦ ♦♦♦♦♦♦��♦ ��mig
►♦�♦♦♦♦♦♦♦♦♦♦�
♦♦♦ �♦ cn
I—
s
"
/ ti
�
Q
�
�,�.�♦♦�♦i�♦ice♦i���♦♦♦��♦`
-
`so
��♦♦♦♦♦♦♦�♦♦•05HO3100C
♦♦♦♦♦♦♦♦♦♦♦♦�
25' TEMPORARY WORKSPACE
-
50' NEUSE RIVER BUFFER
NOTE 1..
z
z
F- o
JOINT
F-
0<
�LU
o
LU
0
J
U)
M N
c
340
EXISTING GRADE
340
c
II
335
— —
335
It
�i
J
330
z
----
—
330
— _
_
— —
J
325
O—
J
=
320
—
320
LU
J
-
—
—
J_
a
N
PROPOSED PIPELINE
—
_
J_
c
315
- -
315
-
It
310
310
N
305
305
_
J—
_
PRELIMINARY - NOT
W
300
300
FOR CONSTRUCTION
ISSUED FOR BID
60+00
61+00
62+00
63+00
64+00
65+00
66+00
67+00
68+00
69+00
MATERIAL
1000,
CONST. METHOD
OPEN
EN CUT
CLASS / MAOP
CLASS 3 / 1000 PSIG
BURNS&McDONNELLCONSULTANTS, INC.
PROPRIETARY & CONFIDENTIAL ALL RIGHTS RESERVED * DO NOT SCALE THIS DRAWING * USE DIMENSIONS ONLY
REF. DWG(S) PNG-C-473-0001022
STATE LICENSE # C-1435
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 1001
CLAUDEA McMULLAN
NO.
DATE
REVISION(S) DESCRIPTION
BY
CHK
APPD
DESCRIPTION
APPROVALS
SHEET(S) 12 OF 34
DWG SCALE H: 1"=50',
V: 1"=10'
IFCSUBMITTAL DATE
LINE 473
A
10-15-2019
30% DESIGN SUBMITTAL
MJD
CNS
CAM
AREA CODE
1853
DATE
NITIALS
REGIONAL
NORTH CAROLINA
SEAL047852
N/A
NIA
ENGINEER
'�� DUKE Piedmont
Q
ALIGNMENT PLAN &PROFILE - 8�� PIPELINE
DWG DATE 03102/2020 SUPERSEDED
B
12-03-2019
60% DESIGN SUBMITTAL
MJD
CNS
CAM
ACCOUNT NUMBER
DATE
INITIALS
C
03-02-2020
90% DESIGN SUBMITTAL
MJD
CNS
CAM
PROJECT NUMBER
0228711
MGR TECH
`C ENERGY:: �. Natural Gas
r6
DRAWING NUMBER
REVISION
D
08-25-2020
ISSUED FOR BID
MJD
CNS
CAM
DRAWING BY
MJD
N/A
NIA
REC & STD
C LAYTO N NC
PNG -C-473-0001012
E
DATE
INITIALS
E
09-18-2020
RE -ISSUED FOR BID
JJM
CNS
CAM
STATION ID
PRINCIPAL
PROFESSIONAL ENG/ARCHSTAMP
09/18/2020
CAM
ENGINEER
COPYRIGHT 2018
GOLDSBORO RESOURCE CENTER, DUDLEY, NORTH CAROLINA
CHECKER INITIALS
CNS
DISCIPLINE / RESOURCE CENTER / LINE NUMBER

>_
TAX ID:
05HO3100C
}
�
OWNER:
NORTH CAROLINA RAILROAD COMPANY
NC HWY 42 E
O
DEED BOOK I PAGE:
DB / PAGE
o
0
ACREAGE
9
EASEMENTS
REF. DWG. NO.
CD
z
z
m
O
z
z
O
o
LU
w
=
c
z
z
O
U)
C/)
M
O
0
M
O'>
ti
Q
H
00
00
ti
Q
4"
NOTES
n/
- I \ �MOWNER:!/NK
t 50' PERMANENT EASEMENT �\ POLE I�IaER:
1. PERMANENT MAINTAINED EASEMENT
' V
PROPOSED SITE MATCH LINE 79+75
WIDTH THROUGH WETLANDS AND
p
00
T
j POLE NUMBER.MUNKOWNER.UNK
\ ACCESS DRIVE
STREAMS SHALL BE 30' TO COMPLY WITH
i
\ POLE NUMB :C 921 : , -
C'
PNG PERMANENTLY MAINTAINED ACCESS
II
)WNER: UNK I L
4ER:CN919�
\ 1 ► -
- __
/
C7
CORRIDOR PROTOCOL.
CLEARANCE: ^
so
..
p
&ROUND ELL vH iiUN:.30..9.na
/ _ E
PNG-C-473-0001016 FOR DETAIL
N
77+00CD
73+00 74+00 75+00 76+0� / 78+00
B-1
=
D
70+00 71+0�
72+00/
STA = 78+91
z
p
OFF = 0 1 c�
=
o
♦ ♦ ♦ ♦ ♦ ♦ ♦ ♦ ♦ ♦ ♦ ♦ ♦♦ ♦♦ ♦ ♦♦ ♦♦ ♦♦ ♦♦ ♦♦ ♦♦ ♦♦ ♦♦ ♦ ♦♦
♦ ♦ ♦ ♦♦ ♦♦ ♦♦ ♦♦ ♦♦ ♦♦ ♦♦ ♦♦ ♦♦ Raw ♦♦ ♦♦ ♦♦ ♦♦ ♦♦ ♦♦ ♦♦ ♦♦ ♦♦ ♦♦ ♦i ♦ ♦i ♦i ♦i ♦i ♦i ♦i ♦i ♦i ♦i ♦i ♦i
i,
♦♦ ♦♦ J
+
♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦��,♦♦♦♦♦♦♦♦♦♦♦
♦ ♦ ♦ ♦ ♦ ♦ ♦ ♦ ♦
♦ N�
♦ ♦ ♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦ ♦ ♦ ♦ ♦ ♦ ♦ ♦ I
25 TEMPORARY
�. 25 TEMPORARY WORKSPACE PROPOSED 8 PIPELINE RECEIVING PIT
WORKSPACE
_ 50,
t -
I
-
ADDITIONAL TEMPORARY WORKSPACE
05HO3100C
-
/®�
50' NEUSE RIVER BUFFER
z
z
o
jar
o�
�a_
o
Ji
L
o
J
M N
0
340
340
U0
STA: 79+26
II
OVERHEAD ELECTRIC
It
335
(25' CLEARANCE)
335
C.i
c i
33o
330
PROPOSED AUGER BORE
EXISTING GRADE
SEE PNG-C-473-0001016
p
325
-
_ - -
325
N
-
— —
— —
TA: 79+53
w
o
=
-
---- -----
ELECTRIC
w
c
320
320
— -
- -
z_
o Of
a
c
N
_
--
—
—
—
_
_ _
_
o
a
— —
—
0
315
—
315
- -
- -
-
_
-
STA. 79+46
WATER LINE
It
310
--
--
-
--
- _
-
310
-
-
RECEIVING
PIT
W
b
-
PROPOSED PIPELINE
b
305
BORE HWY 42
305
-
_
_
-
-
-
-
-
PRELIMINARY -NOT
-
>
300
300
FOR CONSTRUCTION
ISSUED FORBID
70+00
71+00
72+00
73+00
74+00
75+00
76+00 77+00
78+00
79+00
p
MATERIAL
933'
92'
11 0EN
CONST. METHOD
OPENCUT
BORE
CLASS / MAOP
CLASS 3 / 1000 PSIG
BURNS&McDONNELLCONSULTANTS, INC.
PROPRIETARY & CONFIDENTIAL ALL RIGHTS RESERVED * DO NOT SCALE THIS DRAWING * USE DIMENSIONS ONLY
REF. DWG(S) PNG-C-473-0001016
STATE LICENSE#C-1435
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 1001
PNG-C-473-0001023
CLAUDEA McMULLAN
NO.
DATE
REVISION(S)
DESCRIPTION
BY
CHK
APPD
DESCRIPTION
APPROVALS
SHEET(S) 13 OF 34
DWG SCALE H: 1"=50',
V: 1"=10'
IFCSUBMITTAL DATE
LINE 473
A
10-15-2019
30% DESIGN SUBMITTAL
MJD
CNS
CAM
AREA CODE
1853
DATE
NITIALS
REGIONAL
NORTH CAROLINA
SEAL047852
N/A
NIA
ENGINEER
'�� DUKEr6lj[�Piedmont
ALIGNMENT PLAN
Q
& PROFILE - 8" PIPELINE
DWG DATE 03102/2020 SUPERSEDED
B
12-03-2019
60% DESIGN SUBMITTAL
MJD
CNS
CAM
ACCOUNT NUMBER
DATE
INITIALS
C
03-02-2020
90% DESIGN SUBMITTAL
MJD
CNS
CAM
PROJECT NUMBER
0228711
MGR TECH
`C ENERGY:: Natural Gas
DRAWING NUMBER
REVISION
D
08-25-2020
ISSUED FOR BID
MJD
CNS
CAM
DRAWING BY
MJD
N/A
NIA
REC & STD
.
C LAYTO N NC
PNG -C-473-0001013
E
DATE
INITIALS
E
09-18-2020
RE -ISSUED FOR BID
JJM
CNS
CAM
STATION ID
PRINCIPAL
PROFESSIONAL ENG/ARCHSTAMP
09/18/82020
CAM
ENGINEER
COPYRIGHT 2018
GOLDSBORO RESOURCE CENTER, DUDLEY, NORTH CAROLINA
CHECKER INITIALS
CNS
DISCIPLINE / RESOURCE CENTER / LINE NUMBER

GENERAL EROSION AND SEDIMENT CONTROL NOTES
CONSTRUCTION SEQUENCE (SITE)
a.
INITIAL INSTALLATION OF EROSION AND SEDIMENT CONTROL MEASURES;
1. THIS PROJECT IS LOCATED IN THE NEUSE RIVER BASIN.
(PHASE
1)
b.
CLEARING AND GRUBBING OF EXISTING GROUND COVER;
RECEIVING WATERS: LITTLE CREEK
CLASSIFICATION: C;NSW
1.
CONTACT THE DEMLR RALEIGH REGIONAL OFFICE AT LEAST 48 HOURS PRIOR
C.
COMPLETION OF ANY GRADING THAT REQUIRES GROUND COVER;
TO COMMENCING THE LAND -DISTURBING ACTIVITY. THE CONTACT NUMBER
2. CONSTRUCTION ACTIVITY POLLUTION PREVENTION IS REQUIRED FOR THIS
IS [phone].
d.
COMPLETION OF ALL LAND -DISTURBING ACTIVITY, CONSTRUCTION, OR
PROJECT. PREVENTION OF POLLUTION RESULTING FROM CONSTRUCTION
DEVELOPMENT, INCLUDING PERMANENT GROUND COVER ESTABLISHMENT
ACTIVITIES SHALL BE ACCOMPLISHED BY CONTROLLING SOIL EROSION,
2.
INSTALL CONSTRUCTION ENTRANCE(S) AS SHOWN ON PLAN SHEETS WHERE
AND REMOVAL OF ALL TEMPORARY MEASURES; AND
WATERWAY SEDIMENTATION, AND AIRBORNE DUST GENERATION.
EQUIPMENT WILL ENTER AND LEAVE THE PROJECT SITE.
CONTRACTOR SHALL ENSURE THAT NO SEDIMENT RESULTING FROM
e.
TRANSFER OF OWNERSHIP OR CONTROL OF THE TRACT OF LAND WHERE
CONSTRUCTION ACTIVITIES INFRINGES ONTO ADJACENT PROPERTIES.
3.
INSTALL EROSION CONTROL DEVICES.
THE EROSION AND SEDIMENTATION CONTROL PLAN HAS BEEN APPROVED
CONTRACTOR SHALL COORDINATE EROSION AND SEDIMENT CONTROL WITH
AND WORK HAS BEGUN. THE NEW OWNER OR PERSON IN CONTROL SHALL
OTHER CONSTRUCTION ENTITIES PERFORMING WORK ON ADJACENT
4.
STABILIZE DISTURBED AREAS WITH EROSION CONTROL DEVICES. UTILIZE
CONDUCT AND DOCUMENT INSPECTIONS UNTIL THE PROJECT IS
PROPERTIES.
TEMPORARY SEEDING AS NECESSARY.
PERMANENTLY STABILIZED AS SET FORTH IN SUB -ITEM (C) OF THIS ITEM.
3. SOIL EROSION AND SEDIMENT CONTROLS ARE MEASURES USED TO REDUCE
5.
CONTACT INSPECTOR FOR ONSITE INSPECTION OF INSTALLED EROSION
2.
DOCUMENTATION OF SELF -INSPECTIONS PERFORMED UNDER ITEM (1) OF
THE AMOUNT OF SOIL PARTICLES THAT ARE CARRIED OFF AN AREA AND
CONTROL DEVICES.
THIS RULE SHALL INCLUDE:
DEPOSITED INTO A DRAINAGE COLLECTION SYSTEM OR INTO A BODY OF
WATER. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ENSURING THAT
6.
MAINTAIN DEVICES AS NEEDED PER NCDEQ MAINTENANCE INSTRUCTIONS.
a.
VISUAL VERIFICATION OF GROUND STABILIZATION AND OTHER EROSION
EROSION AND SEDIMENTATION ARE CONTROLLED TO THE EXTENT
CONTROL MEASURES AND PRACTICES AS CALLED FOR IN THE APPROVED
PRACTICABLE. ALL APPLICABLE SOIL EROSION AND SEDIMENT CONTROL
7.
ALL BARE SOILS ARE TO BE STABILIZED UNDER CONDITIONS OUTLINED IN THE
PLAN;
MEASURES SHALL BE IMPLEMENTED AND MAINTAINED THROUGHOUT THE
CURRENT NPDES PERMIT OR, IF IT IS IN A CRITICAL AREA, BY THE END OF THE
DURATION OF CONSTRUCTION ACTIVITIES. PRIOR TO INITIATING
DAY.
b.
VERIFICATION BY MEASUREMENT OF SETTLING BASINS, TEMPORARY
CONSTRUCTION IN AN AREA, ALL TEMPORARY EROSION AND SEDIMENT
CONSTRUCTION ENTRANCES, ENERGY DISSIPATORS, AND TRAPS.
CONTROL PRACTICES SHALL BE IN PLACE. UPON PROJECT COMPLETION AND
8.
SELF -INSPECTIONS FOR EROSION AND SEDIMENTATION CONTROL MEASURES
PERMANENT STABILIZATION, ALL TEMPORARY SOIL EROSION AND SEDIMENT
ARE TO BE PERFORMED AT LEAST ONCE EVERY SEVEN CALENDAR DAYS AND
c.
THE NAME, ADDRESS, ORGANIZATION AFFILIATION, TELEPHONE NUMBER,
CONTROL MEASURES SHALL BE REMOVED.
WITHIN 24 HOURS OF EVERY RAIN EVENT OF GREATER THAN 1 INCH. ANY
AND SIGNATURE OF THE PERSON CONDUCTING THE INSPECTION AND THE
NEEDED REPAIRS SHALL BE MADE IMMEDIATELY TO MAINTAIN MEASURES AS
DATE OF THE INSPECTION SHALL BE INCLUDED, WHETHER ON A COPY OF
4. TEMPORARY EROSION CONTROL SHALL BE THE CONTRACTOR'S
DESIGNED. ALL ESC MEASURES SHALL BE MAINTAINED AS SPECIFIED IN THE
THE APPROVED EROSION AND SEDIMENTATION CONTROL PLAN OR AN
RESPONSIBILITY, WHO SHALL UTILIZE APPROPRIATE BEST MANAGEMENT
CONSTRUCTION DETAILS ON THIS PLAN. A RAIN GAUGE SHALL BE INSTALLED
INSPECTION REPORT. A TEMPLATE FOR AN EXAMPLE OF AN INSPECTION
PRACTICES (BMPS). THOSE BMPS SHALL CONSIST OF SILT FENCE, WATTLES
AT THE PROJECT SITE FOR MONITORING.
AND MONITORING REPORT IS PROVIDED ON THE DEMLR WEBSITE AT:
OR OTHER MEANS TO CONTROL EROSION AS NEEDED.
HTTPS://DEQ.NC.GOV/ABOUT/DIVISIONS/ENERGY-MINERAL-
(PHASE
2 & 3)
LAN DRESOURCESIEROSION-SEDIMENT-CONTROL/FORMS. ANY RELEVANT
5. CONTRACTOR SHALL PLACE SILT FENCE PRIOR TO BEGINNING WORK. THE
LICENSES AND CERTIFICATIONS MAY ALSO BE INCLUDED. ANY
DEVICES SHALL BE PLACED DOWN -SLOPE OF DISTURBED AREAS WHERE
1.
BEGIN ACCESS ROAD INSTALLATION ON THE SITE AND SITE EXPANSION.
DOCUMENTATION OF INSPECTIONS THAT OCCUR ON A COPY OF THE
SHEET EROSION WOULD OCCUR. SILT FENCE SHALL BE CLEANED AND
APPROVED EROSION AND SEDIMENTATION CONTROL PLAN SHALL OCCUR
REPAIRED WHEN SEDIMENT BUILDUP REACHES ONE-THIRD OF SILT FENCE
2.
MAINTAIN ALL EROSION CONTROL DEVICES PER NCDEQ MAINTENANCE
ON A SINGLE COPY OF THE PLAN AND THAT PLAN SHALL BE MADE
HEIGHT. AFTER SIGNIFICANT RUNOFF EVENTS (1" OF RAINFALL OR MORE)
INSTRUCTIONS.
AVAILABLE ON THE SITE.
AND ON A WEEKLY BASIS, THE CONTRACTOR SHALL INSPECT ALL EROSION
CONTROL STRUCTURES FOR SILT BUILD-UP THAT INTERFERES WITH THE
3.
STABILIZE SITE AS AREAS ARE BROUGHT UP TO FINISH GRADE WITH
d.
A RECORD OF ANY SIGNIFICANT DEVIATION FROM ANY EROSION OR
PERFORMANCE OF THE EROSION CONTROL STRUCTURE AND REPAIR OR
VEGETATION, GRAVEL, ETC.
SEDIMENTATION CONTROL MEASURE FROM THAT ON THE APPROVED PLAN.
REPLACE THOSE STRUCTURES, AS NECESSARY.
FOR THE PURPOSE OF THIS RULE, A "SIGNIFICANT DEVIATION" MEANS AN
4.
ALL EROSION CONTROL DEVICES SHALL REMAIN IN PLACE AS SHOWN ON THE
OMISSION, ALTERNATION, OR RELOCATION OF AN EROSION OR
6. ALL STORM DRAIN INLETS SHALL BE PROTECTED BY APPROPRIATE BMPS
DRAWINGS UNTIL THE ENTIRE SITE IS PERMANENTLY STABILIZED AND
SEDIMENTATION CONTROL MEASURE THAT PREVENTS IT FROM
DURING CONSTRUCTION, UNTIL ALL SOURCES WITH POTENTIAL FOR
APPROVED BY THE NCDEQ INSPECTOR.
PERFORMING AS INTENDED. THE RECORD SHALL INCLUDE MEASURES
DISCHARGE TO THE INLETS HAVE BEEN STABILIZED.
REQUIRED TO CORRECT THE SIGNIFICANT DEVIATION, ALONG WITH
5.
GROUNDCOVER SHALL BE ESTABLISHED IN 90 CALENDAR DAYS. HOWEVER,
DOCUMENTATION OF WHEN THOSE MEASURES WERE TAKEN. DEVIATIONS
7. ALL EXISTING DRAIN INLETS SHALL HAVE INLET PROTECTION INSTALLED IN
NPDES GROUNDCOVER REQUIREMENTS TAKE PRECEDENCE.
FROM THE APPROVED PLAN MAY ALSO BE RECOMMENDED TO ENHANCE
ACCORDANCE WITH NORTH CAROLINA MANUAL FOR EROSION CONTROL.
THE INTENDED PERFORMANCE OF THE SEDIMENTATION AND EROSION
EROSION PROTECTION MAY BE REMOVED WHEN VEGETATION IS
6.
WHEN CONSTRUCTION IS COMPLETE AND ALL AREAS ARE STABILIZED
CONTROL MEASURES.
ESTABLISHED.
COMPLETELY, ARRANGE FOR FINAL INSPECTION WITH THE NCDEQ
INSPECTOR.
8. IN ACCORDANCE WITH SECTION II.B.2 OF THE NPDES GENERAL PERMIT, ANY
DISTURBED AREA LEFT EXPOSED SHALL BE STABILIZED WITH TEMPORARY
7.
WHEN THE PROJECT IS COMPLETE, THE PERMITTEE SHALL CONTACT DEMLR
SEEDING WITHIN 7 TO 14 DAYS IN ACCORDANCE WITH NORTH CAROLINA
TO CLOSE OUT THE E&SC PLAN. AFTER DEMLR INFORMS THE PERMITTEE OF
EROSION AND SEDIMENT CONTROL PLANNING AND DESIGN MANUAL SECTION
THE PROJECT CLOSE OUT, VIA INSPECTION REPORT, THE PERMITTEE SHALL
6.11. PERMANENT STABILIZATION SHALL BE ACHIEVED THROUGH PERMANENT
VISIT DEQ.NC.GOV/NCG01 TO SUBMIT AN ELECTRONIC NOTICE OF
SEEDING FOR ALL DISTURBED AREAS. SEE SEEDING SCHEDULE IN NORTH
TERMINATION (E-NOT). A $100 ANNUAL GENERAL PERMIT FEE WILL BE
CAROLINA EROSION AND SEDIMENT CONTROL PLANNING AND DESIGN
CHARGED UNTIL THE E-NOT HAS BEEN FILLED OUT.
MANUAL SECTION 6.11.
9. AFTER FINAL SITE STABILIZATION HAS BEEN ACHIEVED AND APPROVED BY
NCDEQ, TEMPORARY EROSION AND SEDIMENTATION CONTROLS MUST BE
REMOVED. AREAS DISTURBED DURING REMOVAL OF THE CONTROLS MUST
BE STABILIZED WITH PERMANENT SEEDING AS SOON AS POSSIBLE WITHIN 14
CALENDAR DAYS.
10. PER NPDES REQUIREMENTS, A RAIN GAUGE, SELF -INSPECTIONS RECORDS,
PERMIT, CERTIFICATE OF COVERAGE, AND S&E PLAN ARE REQUIRED TO BE
MAINTAINED ON SITE AND ACCESSIBLE DURING INSPECTION. IT IS
RECOMMENDED THAT THESE ITEMS BE PLACED IN A PERMITS BOX AT THE
BEGINNING OR ENTRANCE OF PROJECT.
11. THE CONTRACTOR SHALL CONDUCT SELF -INSPECTIONS OF THE EROSION
AND SEDIMENTATION CONTROL MEASURES AND COMPLETE THE DUKE
ENERGY PROVIDED SELF -INSPECTION FORM. TWELVE MONTHS OF COMPLETE
INSPECTION FORMS SHALL BE KEPT ON -SITE AND AVAILABLE FOR
INSPECTION AT ALL TIMES. IT IS RECOMMENDED A COPY BE KEPT IN A
PERMITS BOX.
BURNS & McDONNELL CONSULTANTS, INC.
STATE LICENSE # C-1435
CLAUDE A. McMULLAN
IFC SUBMITTAL DATE
NORTH CAROLINA
SEAL 047852
PROFESSIONAL ENG/ARCH STAMP
8. IF SITE IS APPROVED, REMOVE EROSION CONTROL MEASURES AND
STABILIZE RESULTING BARE AREAS IMMEDIATELY.
SELF -INSPECTION REPORT FOR LAND DISTURBING ACTIVITY AS REQUIRED BY
NCGS 113A54.1 (E)
(EFFECTIVE OCTOBER 1, 2010; READOPTED EFFECTIVE APRIL 1, 2020)
15A NCAC 04B .0131 SELF -INSPECTIONS
ALL LAND -DISTURBING ACTIVITIES REQUIRED TO HAVE AN APPROVED EROSION
AND SEDIMENTATION CONTROL PLAN UNDER G.S. 113A54.1(E) SHALL CONDUCT
SELF -INSPECTIONS FOR INITIAL INSTALLATION OR MODIFICATION OF ANY EROSION
AND SEDIMENTATION CONTROL DEVICES AND PRACTICES DESCRIBED IN AN
APPROVED PLAN. IN ADDITION, WEEKLY AND RAIN -EVENT SELF -INSPECTIONS ARE
REQUIRED BY FEDERAL REGULATIONS, THAT ARE IMPLEMENTED THROUGH THE
NPDES CONSTRUCTION GENERAL PERMIT NO. NCG 010000.
1. FOR SELF -INSPECTIONS REQUIRED PURSUANT TO G.S. 11 3A-54.1 (E), THE
INSPECTION SHALL BE PERFORMED DURING OR AFTER EACH OF THE
FOLLOWING PHASES OF THE PLAN;
PRELIMINARY - NOT
FOR CONSTRUCTION
ISSUED FOR BID
PROPRIETARY & CONFIDENTIAL ALL RIGHTS RESERVED * DO NOT SCALE THIS DRAWING * USE DIMENSIONS ONLY 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 1001
NO.
DATE
REVISION(S) DESCRIPTION
BY
CHK
APPD
I DESCRIPTION
APPROVALS
Piedmont
DUKEr6ljl�
�C ENERGY:.. Natural Gas
COPYRIGHT 2018
LINE 473
EROSION CONTROL NOTES
C LAYTO N NC
GOLDSBORO RESOURCE CENTER, DUDLEY, NORTH CAROLINA
SHEET(S) 19 OF 34
DWG SCALE
A
03-02-2020
90% DESIGN SUBMITTAL
ABR
JTG
CAM
AREA CODE
1853
DATE
N/A
INITIALS
NIA
REGIONAL
ENGINEER
DWG DATE 03102/2020 SUPERSEDED -
B
08-25-2020
ISSUED FOR BID
ABR
JTG
CAM
ACCOUNT NUMBER
PROJECT NUMBER
0228711
DATE
N/A
INITIALS
NIA
MGR TECH
REC & STD
DRAWING NUMBER
P N G -C-473-0001019
DRAWING BY
ABR
STATION ID
I
DATE
08/25/2020
INITIALS
CAM
PRINCIPAL
ENGINEER
CHECKER INITIALS
CNS
DISCIPLINE / RESOURCE CENTER / LINE NUMBER
NIA
REVISION
B

BURNS & McDONNELL CONSULTANTS, INC.
STATE LICENSE # C-1435
CLAUDE A McMULLAN NO
IFC SUBMITTAL DATE A
NORTH CAROLINA B
SEAL 047852
PROFESSIONAL ENG/ARCH STAMP
Im
am
\\
ITEMPORARY SILT FENCE °
\ i \ \ SFWB
EXISTING PNG LINE 94 I ) \ e
� I �
O\ 1 ow
T �T
O �
z
w�A I T I
I °
sFwB — — DA 1.36 AC _ w LINE 473 LAUNCHER
9� 0 �jSF = 882 LF ` AND MLV REFER TO
T DAM 00 LF = �c5` PROJECT 0228708 c9
0 I / 0.15 AC/100LF /
I a O / 1001+00 1001+38
1999+50 / u O+Oo =
W O
IL D LOD O — — O
05H04032F TRACT 2 / T
I
( ) SFWB 3
° z ��
I
I
T m o`
I
I
of
I � �
MATCH LINE THIS SHEET
� o
fit £ �� _ �o-pw
L-- �� 37 DA = 1.36 AC
2 // SF = 882 LF
IQ - DAJ100 LF
l fQ 0.15 AC/100LF
I I I w
\ TEMPORARY SILT FENCE I �\
\ � I DA DELINEATION o
� I DA = 0.33 AC
05HO4032F (TRACT 2)
05H03009
DA = 0.42 AC PROPOSED 8" PIPELINE
SF = 333 LF
DAM 00 LF =
0.13 AC/100LF r
\ ► SF = 257 LF / D---- a0-1
--
TEMPORARY
SILT FENCE
— col — — — — — 001 ---- aoj - -- CIO-] -----
DA/100 LF = o \ I o
0.13 AC/100LF / 7_ _ _
o En z
2+00 IM 3+00 2 �I 4+00 Un 5+00 TD 6+00 7+00 8+00
o 41
I z—ao
OHE —�az —L -—
- — —--- o� --
a ao�-----ao�----0---
_H_aoOHE —ao1HE
HE —OHE
3 � M/U MRi
LOD DA = 3.72 AC
SF --- SF = 2,288 LF C)
LO
DA/100 LF = +
3-� 0.16 AC/100LF z
\ 9+00
M2i M21 M/ 0 Ml_� ivyf
_ CONCRETE WASHOUT _i,�s-� , /TEMPORARY SILT FENCE
WATTLE BARRIER — -- - WILDWOOD DRIVE s —
---- — WATTLE BARRIER —' _lvllc� M/ — M. \_ M/2i __MR� _
— — TEMPORARY CONSTRUCTION ENTRANCE, __� °� r °
SEE DETAIL 1, SHEET C-473-0001025
7
05HO3009
— — — — LOD — — — — — LOD — — — — — LOD — — — — — LOD — — — — — LOD — — — — — LOD — — — — — SOD — — — — — I nn ----- LOD — — — — — LOD — — — — — LOD -- LO1) = == COD ---- L 0 D
\ \ DA = 3.72 AC
SF = 2,288 LF \
LO s \ DA/100 LF = o
\ \ b 0.16 AC/100LF / \ +
W Z_ � 10+00 11+00 12+00 13+00 — 14+00 15+00 16+00 / 17+00 18+00 19+00 \
J _
2
ULW----\ LOD---�LOD-----LOD----LOD-----LOD — ---LOD LOD----?LOD-----LOD --% —LOD --- —LOD-----LOD -----I
HE HE OH / � OHE � -- OF E - b.,UHE�nn21 O E M2iOF
TEMPORARY SILT FENCE =a1=7— — — —
/ 3 \ WILDWOOD DRIVE
rticml)_ MAj MAJ MAJ — — MAJ MAJ M/2J _ M/R] _ --- MAJ _ _ — �Mrd _ I MAJ M2i
_y
I
TEMPORARY SILT FENCE
PROPOSED 8" PIPELINE
2
OHE —�—
PROPRIETARY & CONFIDENTIAL ALL RIGHTS RESERVED * DO NOT SCALE THIS DRAWING * USE DIMENSIONS ONLY
W
Z_
J
LOD-----LOD — — — _
U
M21 Q
Mj
I
I
NOTES:
1. CONTRACTOR SHALL INSTALL CONSTRUCTION EXIT AT ALL SITE ACCESS
POINTS.
2. ALL TREES TO REMAIN SHALL BE PROTECTED WITH TREE PROTECTION
FENCING.
3. ANY DISTURBED AREA LEFT IDLE FOR A PERIOD OF 14 DAYS OR LONGER
SHALL BE STABILIZED WITH MULCHING AND TEMPORARY SEEDING WITH
THE EXCEPTION OF AGRICULTURAL FIELDS WHICH ONLY NEED
STABILIZATION TO THE EXTENT REQUIRED TO AVOID TOP SOIL WASHING
AWAY. SEE DETAIL 1, SHEET C-473-0001026.
4. STABILIZE ALL DISTURBED AREAS OUTSIDE OF THE CULTIVATED FIELD
WITH PERMANENT SEEDING IN ACCORDANCE WITH DETAIL 2, SHEET
C-473-0001026. ALL OTHER DISTURBED AREAS SHALL BE RESTORED TO
ORIGINAL CONDITIONS AS A CULTIVATED FIELD; PERMANENT SEEDING
WILL NOT BE UTILIZED.
5. REFER TO SITE PLAN PNG-C-473-0001001 FOR OVERALL LIMITS OF
DISTURBANCE, HDD ENTRY AND EXIT WORKSPACE, AND TEMPORARY AND
PERMANENT ACCESS ROADS.
LEGEND:
R PROPERTY LINE
TEMPORARY SILT FENCE 2
C-473-0001025
— LOD— - LIMITS OF DISTURBANCE �J
TEMPORARY GRAVEL 1
CONSTRUCTION ENTRANCE C-473-0001025
PROPOSED 8" PIPELINE
8+00 9+00
SFWB SILT FENCE WATTLE BREAK 5
C-473-0001025
3
PROPOSED GRAVEL
SURFACE COURSE C-473-0001025
N��
COIR WATTLE 4
C-473-0001025
3
CONCRETE WASHOUT
C-473-0001026
LIMITS OF DISTURBED AREA
PIPELINE PROJECT: 18.68 AC
POINT OF CONTACT (CONSTRUCTION):
CHARLIE GILMAN 252-339-1971
PRELIMINARY - NOT
0 50 10o FOR CONSTRUCTION
1IN = 50FT ISSUED FOR BID
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 1001
DATE
REVISION(S) DESCRIPTION
BY
CHK
APPD
I DESCRIPTION
APPROVALS
piN DUKE Piedmont
*C ENERGY, �. Natural Gas
I
COPYRIGHT 2018
LINE 473
ES&PC PLAN
C LAYTO N N
GOLDSBORO RESOURCE CENTER, DUDLEY, NORTH CAROLINA
3-02-2020
90% DESIGN SUBMITTAL
ABR
JTG
CAM
AREA CODE
1853
DATE
N/A
INITIALS
NIA
REGIONAL
ENGINEER
3-25-2020
ISSUED FOR BID
ABR
JTG
CAM
ACCOUNT NUMBER
PROJECT NUMBER
0228711
DATE
N/A
INITIALS
N/A
MGR TECH
REC &STD I
DRAWING BY
ABR
STATION ID
DATE
08/25/2020
INITIALS
CAM
PRINCIPAL
ENGINEER
CHECKER INITIALS
JTG
REF. DWG(S) PNG-C-473-0001005, PNG-C-473-0001006
SHEET(S) 20 OF 34 1 DWG SCALE 1"=50'
DWG DATE 3/02/2020 SUPERSEDED
DRAWING NUMBER REVISION
PNG -C-473-0001020 B
DISCIPLINE / RESOURCE CENTER / LINE NUMBER

BURNS & McDONNELL CONSULTANTS, INC.
STATE LICENSE # C-1435
CLAUDE A McMULLAN NO
IFC SUBMITTAL DATE A
NORTH CAROLINA B
SEAL 047852
PROFESSIONAL ENG/ARCH STAMP
0
LU
0o
LU
LU
LU
z_
J
U
Q
MATCH LINE SEE BELOW
= 3.72 AC
= 2,288 LF
/100 LF =
6 AC/100LF
o—
Im
z
C�
"s
0
Mq \ \ I� I I MATCH LINE 28+75
I\ o/ 0
IIII I I i / TOP=319.47 _
r INV N=316.29 m
INV�UT 31 .19
�� c _ ,IL
�II I I I I / m +
� 3
✓I III 9/—
\ i-
_
— TEMPORARY CONSTRUCTION ENTRANCE,
J II
SEE DETAIL 1, SHEET C-473-0001025
/ II TEMPORARY SILT FENCE \ I _318
�- — M III I I /
J II 0 I
/ 0
00 _ t DI SFWB
1N315.26 / / SFWB
T2PN_
I=3109 o
z05HO3009 / -1 I11 f I I I
V — LOD --. `I \ii� lAv our=314.9s Il
21+00 / 0D --� V�66—�D �L_Jr -- — Ob 0D --- _ D\ Q
��/ / 22+00 23+00 \ 7s� 24+00 `' - w
- I / � - � � 25+00 k � O I
O rn / 26+00
I / J % M "r \ \� J I IIII I- I lc� I O
•C/..�� — —LOD ---CLOD --�--- D ( II \�I- / I III IIII I h�FW
� — LOD LOD-----LOD0
7\I4
051­104002C
.y
--
TEMPORARY SILT FENCE _
-n 1 1 1 1, 1N � 38.78 15.
1 � I TEMPORARY SILT FENCE
t�
-� w
O
m
Q
� -� I I LU
I LU
LU
\ I ( U
I IH
J Q
r LOD ---__ LOD --- — LOD — — — — i
---- �LOD — LOD -- -- LOD ---� — LOD ----�
0
\ DA = 3.72 AC \
SF = 2,288 LF MATCH LINE SEE ABOVE
DA/100LF=—-------_/-
0.16 AC/100LF
0 / 05HO3009
i / / TEMPORARY SILT FENCE
---LOD-----LOD - - LOD — �LOD —---LOD — _ _ ---LOD-----LOD --- —LOD --- LOD —LODi! -L
TEMPORARY SILT FENCE / //
O�
L0
+
00
N
LU
z_
J
_
U
H
Q
IE,
WZA
yXO°
�° k
I I
R/W R/W
\ \ 2
TEMPORARY SILT FENCE _ _ _a-27— — — — — -32__
77
R/1A/,,R/W--- \ R/W R/W
� r� R/W / R/W R/W R/W R/1W R/
\ \ EXlS71NG WA-rERLINE EASEMENT TO /
\ JOHNSTON COUNTY PERT B 4102, PG 232 I I
Ww�. yDA = 1.43 AC — o — —
� m
/ __SF = 1,113 LF —
DA/100 LF = _ m — /
/ 0.03 AC/100LF — —
N o
� z
-- a --_00 -1 — — — — —
U0 col --- — Q01 7--
05H04002C
\ DA = 2.57 AC N 1 N
U-) > SF = 1,693 LF .V
DAM 00 LF E= 1
0.15 AC/100LF
--n 7 -----MCI SFWB _(17 I
TEMPORARY SILT FENCE s
PROPRIETARY & CONFIDENTIAL ALL RIGHTS RESERVED * DO NOT SCALE THIS DRAWING * USE DIMENSIONS ONLY
LID
N
O
M
W
z
J
_
U
_j
NOTES:
1. CONTRACTOR SHALL INSTALL CONSTRUCTION EXIT AT ALL SITE ACCESS
POINTS.
2. ALL TREES TO REMAIN SHALL BE PROTECTED WITH TREE PROTECTION
FENCING.
3. ANY DISTURBED AREA LEFT IDLE FOR A PERIOD OF 14 DAYS OR LONGER
SHALL BE STABILIZED WITH MULCHING AND TEMPORARY SEEDING WITH
THE EXCEPTION OF AGRICULTURAL FIELDS WHICH ONLY NEED
STABILIZATION TO THE EXTENT REQUIRED TO AVOID TOP SOIL WASHING
AWAY. SEE DETAIL 1, SHEET C-473-0001026.
4. STABILIZE ALL DISTURBED AREAS OUTSIDE OF THE CULTIVATED FIELD
WITH PERMANENT SEEDING IN ACCORDANCE WITH DETAIL 2, SHEET
C-473-0001026. ALL OTHER DISTURBED AREAS SHALL BE RESTORED TO
ORIGINAL CONDITIONS AS A CULTIVATED FIELD; PERMANENT SEEDING
WILL NOT BE UTILIZED.
5. REFER TO SITE PLAN PNG-C-473-0001001 FOR OVERALL LIMITS OF
DISTURBANCE, HDD ENTRY AND EXIT WORKSPACE, AND TEMPORARY AND
PERMANENT ACCESS ROADS.
6. ADJUST RIGHT-OF-WAY DIVERSIONS AND ASSOCIATED SILT FENCE
OUTLETS AS NECESSARY TO DIVERT WATER DOWNSTREAM OF SECTION
OF TRENCH THAT IS OPEN. MAINTAIN 125SPACING.
LEGEND:
8+00
R
_MI_WM_�:
9+00
PROPERTY LINE
( 2 1
TEMPORARY SILT FENCE
C-473-0001025
LIMITS OF DISTURBANCE �J
TEMPORARY GRAVEL ( 1 1
CONSTRUCTION ENTRANCE C-473- 000 1025
PROPOSED 8" PIPELINE
SILT FENCE WATTLE BREAK 5
C-473-0001025
3
RIGHT-OF-WAY DIVERSIONS
(SEE NOTE 6) C-473-0001027
��
LIMITS OF DISTURBED AREA
PIPELINE PROJECT: 18.68 AC
POINT OF CONTACT (CONSTRUCTION):
CHARLIE GILMAN 252-339-1971
PRELIMINARY - NOT
0 50 100 FOR CONSTRUCTION
1IN = 50FT ISSUED FOR BID
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 1001
DATE
REVISION(S) DESCRIPTION
BY
CHK
APPD
I DESCRIPTION
APPROVALS
riN DUKE Piedmont
'C ENERGY:. �. Natural Gas
COPYRIGHT 2018
LINE 473
ES&PC PLAN
CLAYTORNIC
GOLDSBORO RESOURCE CENTER, DUDLEY, NORTH CAROLINA
3-02-2020
90% DESIGN SUBMITTAL
ABR
JTG
CAM
AREA CODE
1853
DATE
N/A
INITIALS
NIA
REGIONAL
ENGINEER
3-25-2020
ISSUED FOR BID
ABR
JTG
CAM
ACCOUNT NUMBER
PROJECT NUMBER
0228711
DATE
N/A
INITIALS
N/A
MGR TECH
REC &STD
DRAWING BY
ABR
STATION ID
DATE
08/25/2020
INITIALS
CAM
PRINCIPAL
ENGINEER
CHECKER INITIALS
JTG
REF. DWG(S) PNG-C-473-0001007, PNG-C-473-0001008,
PNG-C-473-0001009
SHEET(S) 21 OF 34 1 DWG SCALE 1"=50'
DWG DATE 3/02/2020 SUPERSEDED
DRAWING NUMBER REVISION
PNG -C-473-0001021 B
DISCIPLINE / RESOURCE CENTER / LINE NUMBER

LID
N
+
00
M
w
Z_
J
U
H
V R/W R/W /R/
STREAM, SEE WATERBODY
CROSSING DETAILS ON SHEET
C-473-0001028
/ STREAM, SEE WATERBODY
CROSSING DETAILS ON SHEET
C-473-0001028
I
/ DA _ 2.57 AC EDGE OF ASPhIAL - - -
-SF = 1,693 LF-327
DA/100LF= —��— �—
0.15 AC/100LF _ / — — — f—
BURNS & McDONNELL CONSULTANTS, INC.
STATE LICENSE # C-1435
CLAUDE A McMULLAN NO
IFC SUBMITTAL DATE A
NORTH CAROLINA B
SEAL 047852
PROFESSIONAL ENG/ARCH STAMP
I LIV11 VI xr-Al\ 1 VIL I 1 LI YVL
1�1
v\
I
f I
TEMPORARY SILT FENCE
0
o�
�2
WATTLE BARRIER II r TEMPORARY SILT FENCE
A
III �
INV=322.61 \
— _ — WATTLE BARRIER
% TEMPORARY CONSTRUCTION ENTRANCE,
Rnnl
F SEE DETAIL 1, SHEET C-473-0001025
r.
R
MATCH LINE 47+75
m
� w
0
\ — 334- \
x - \ O — — — —
rn
1
2—
C-HF 094E \O1\E C ORE
SFWB-
56+00 SFWB 1 \
r 57+00
58+00
T— �-
�
ok
CO
EDGE AL -TEMPORARY SILT FENCE
rINV=309.65 I.I
WATTLE BARRIER —
SFWB �— OH O SF \ \ SFW\_' 1��
\ \1.. G
65+00 66+00, SFWB O
_ 63 0 64+00 r. ski E
PROPRIETARY & CONFIDENTIAL ALL RIGHTS RESERVED * DO NOT SCALE THIS DRAWING * USE DIMENSIONS ONLY
DA = 1.82 AC
_0F=7()752I P
\\
N
CD
W
Z
J
I
AInTCC-
1. CONTRACTOR SHALL INSTALL CONSTRUCTION EXIT AT ALL SITE ACCESS
POINTS.
2. ALL TREES TO REMAIN SHALL BE PROTECTED WITH TREE PROTECTION
FENCING.
3. ANY DISTURBED AREA LEFT IDLE FOR A PERIOD OF 14 DAYS OR LONGER
SHALL BE STABILIZED WITH MULCHING AND TEMPORARY SEEDING WITH
THE EXCEPTION OF AGRICULTURAL FIELDS WHICH ONLY NEED
STABILIZATION TO THE EXTENT REQUIRED TO AVOID TOP SOIL WASHING
AWAY. SEE DETAIL 1, SHEET C-473-0001026.
4. STABILIZE ALL DISTURBED AREAS OUTSIDE OF THE CULTIVATED FIELD
WITH PERMANENT SEEDING IN ACCORDANCE WITH DETAIL 2, SHEET
C-473-0001026. ALL OTHER DISTURBED AREAS SHALL BE RESTORED TO
ORIGINAL CONDITIONS AS A CULTIVATED FIELD; PERMANENT SEEDING
WILL NOT BE UTILIZED.
5. REFER TO SITE PLAN PNG-C-473-0001001 FOR OVERALL LIMITS OF
DISTURBANCE, HDD ENTRY AND EXIT WORKSPACE, AND TEMPORARY AND
PERMANENT ACCESS ROADS.
6. ADJUST RIGHT-OF-WAY DIVERSIONS AND ASSOCIATED SILT FENCE
OUTLETS AS NECESSARY TO DIVERT WATER DOWNSTREAM OF SECTION
OF TRENCH THAT IS OPEN. MAINTAIN 125' SPACING.
LEGEND:
R PROPERTY LINE
2
TEMPORARY SILT FENCE
C-473-0001025
— — — LOD— — LIMITS OF DISTURBANCE
. . — STREAM
TEMPORARY GRAVEL 1
CONSTRUCTION ENTRANCE C-473-0001025
PROPOSED 8" PIPELINE
8+00 9+00
SFWB SILT FENCE WATTLE BREAK 5
C-473-0001025
RIGHT-OF-WAY DIVERSIONS 3
(SEE NOTE 6) C-473-0001027
4
COIR WATTLE
C-473-0001025
TIMBER MATS 2
C-473-0001027
STREAM BUFFER
WETLANDS
L_ —1
LIMITS OF DISTURBED AREA
PIPELINE PROJECT: 18.68 AC
POINT OF CONTACT (CONSTRUCTION):
CHARLIE GILMAN 252-339-1971
PRELIMINARY - NOT
0 50 100 FOR CONSTRUCTION
1IN = 50FT ISSUED FOR BID
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 1001
DATE
REVISION(S) DESCRIPTION
BY
CHK
APPD
I DESCRIPTION
APPROVALS
rf� DUKEr6ll[�Piedmont
`C ENERGY:: . Natural Gas
COPYRIGHT 2018
LINE 473
ES&PC PLAN
C LAYTO N N
GOLDSBORO RESOURCE CENTER, DUDLEY, NORTH CAROLINA
3-02-2020
90% DESIGN SUBMITTAL
ABR
JTG
CAM
AREA CODE
1853
DATE
N/A
INITIALS
NIA
REGIONAL
ENGINEER
3-25-2020
ISSUED FOR BID
ABR
JTG
CAM
ACCOUNT NUMBER
PROJECT NUMBER
0228711
DATE
N/A
INITIALS
NIA
MGR TECH
REC & STD
DRAWING BY
ABR
STATION ID
DATE
08/25/2020
INITIALS
CAM
PRINCIPAL
ENGINEER
CHECKER INITIALS
JTG
REF. DWG(S) PNG-C-473-0001010, PNG-C-473-0001011,
PNG-C-473-0001012
SHEET(S) 22 OF 34 1 DWG SCALE 1"=50'
DWG DATE 3/02/2020 SUPERSEDED —
DRAWING NUMBER REVISION
P N G -C-473-0001022 B
DISCIPLINE / RESOURCE CENTER / LINE NUMBER

MATCH LINE 80+25
— — o
� �
ITC - 42E
STREAM, SEE ':•D
CROSSINGON
000- — --
LILI•,!fir_ •io �• �•�••�i•��Di
u'- c
. f
'LOD -
\ � I N `�\ 1 i ��
I \ NC - 42E
ALAI
/ TEMPORARY SILT FENCE z HE I HE I O OHE-
WATTLE BARRIER —31� — OHE �CSHE OHE� OHE / OHE a 1 1 I
— 5— HE — OHE —pHE � OHE (OHE — / DA DELINEATION
�E O / — ter, — �,aFd +
.,rvv "
75+00 73+00 76+00 77+00 78+00 i o
74+00
SFWB — I nD — LOD SFWB
05H03100C
TEMPORARY SILT FENCE
TEMPORARY SILT FENCE
NOTES:
1. CONTRACTOR SHALL INSTALL CONSTRUCTION EXIT AT ALL SITE ACCESS
POINTS.
DSF - 816 LF AC
1 / 2. ALL TREES TO REMAIN SHALL BE PROTECTED WITH TREE PROTECTION
DA/100 LF = 1 FENCING.
0.19 AC/100L
3. ANY DISTURBED AREA LEFT IDLE FOR A PERIOD OF 14 DAYS OR LONGER
LOD-----LOD-----LOD — ---LOD — L�----LOD /
SHALL BE STABILIZED WITH MULCHING AND TEMPORARY SEEDING WITH
SFWB THE EXCEPTION OF AGRICULTURAL FIELDS WHICH ONLY NEED
STABILIZATION TO THE EXTENT REQUIRED TO AVOID TOP SOIL WASHING
TEMPORARY CONSTRUCTION ENTRANCE, AWAY. SEE DETAIL 1, SHEET C-473-0001026.
SEE DETAIL 1, SHEET C-47�3�0001�025�
4. STABILIZE ALL DISTURBED AREAS OUTSIDE OF THE CULTIVATED FIELD
WITH PERMANENT SEEDING IN ACCORDANCE WITH DETAIL 2, SHEET
C-473-0001026. ALL OTHER DISTURBED AREAS SHALL BE RESTORED TO
ORIGINAL CONDITIONS AS A CULTIVATED FIELD; PERMANENT SEEDING
WILL NOT BE UTILIZED.
i
5. REFER TO SITE PLAN PNG-C-473-0001001 FOR OVERALL LIMITS OF
DISTURBANCE, HDD ENTRY AND EXIT WORKSPACE, AND TEMPORARY AND
PERMANENT ACCESS ROADS.
6. ADJUST RIGHT-OF-WAY DIVERSIONS AND ASSOCIATED SILT FENCE
'Al
1 OUTLETS AS NECESSARY TO DIVERT WATER DOWNSTREAM OF SECTION
DIRT DRIVEWAY OF TRENCH THAT IS OPEN. MAINTAIN 125' SPACING.
TEMPORARY SILT FENCE — —
/
1 � LEGEND:
325
SFWB
OD -- -- LOD I - FDA _ 1.94 AC ' t PROPERTY LINE
1 / / 1 o SF 754 LF LINE 473 FLOWERS �' I TEMPORARY SILT FENCE 2
o _ DA/100 LF = \ PLANTATION RS w _ TEMPORARY SILT FENCE C-473-0001025
Y / 0.25 AC/100LF \ REFER TO PROJECT — — — LOD— — — LIMITS OF DISTURBANCE �J
r / i o \ \ 0228708
/ o -DA _ 0.80 AC / w \32, \ �STREAM
3 — —
1 SF 543 LF 32� z \ 327
1 DA/100 LF = — —w — — \ 86+22 j.
I � TEMPORARY GRAVEL 1
1 0.15 AC/100LF o
1 81+0 / 82+00 83+00 84+00 ¢ 85+00 �86+00 I / CONSTRUCTION ENTRANCE C-473-0001025
1 - / / _ _ PROPOSED 8" PIPELINE
_ Lem_ D� — LBB-- / D�— L@�� D o - 8+00 9+00
-- ---- SSF --- — SSFM--- SSFM-- -- SSFM---- SSFM-- �SAtI---- pq _ _ / 7 SSFM — — — — — SSF — — — SSI �— — — �� L'g571C FENCE — — SS M — — — SSFf
X T— X x X X X X — -- X — �� �� �� — S — — �f— �� — — _
Fr' _ _ — — — — — SILT FENCE WATTLE BREAK 5
—R/W —_^G— -- — — -- --- _ -329 = G-- —G--- — —_ _- — —325-0 G'
so_ca� Z C-473-0001025
E— — _ E— — — CONCRETE WASHOUT _ -i—• � � 7� � _ �e—1Nr--32� lNV-325.3�
o 1 �� — 328- — — S L- — E — _ E _ E= Z - E
/ I _/I \ o
3
MATCH LINE 80+25 / / `�� I �� TEMPORARY CONSTRUCTION ENTRANCE N"2E \ tiF- o �... RIGHT-OF-WAY DIVERSIONS
%' HwY 2 18" RCP CLASS III CULVERT, SEE NOTE 6 C-473-0001027
SEE DETAIL 1 SHEET C-473-0001025 EMERGENCY SIGNAL AHEAD >
NNn NNn / min I NNn NNn NNn— — NNn- MNn � Y. � NNn NNn ��„REFER TO PROJECT 0228708 g
\ �� _ _/ —0 3
NC - 42E , � PROPOSED GRAVEL
O O SURFACE COURSE C-473-0001025
��
COIR WATTLE 4
C-473-0001025
TIMBER MATS 2
C-473-0001027
��
CONCRETE WASHOUT 3
C-473-0001026
��
STREAM BUFFER
WETLANDS
L - — - I
LIMITS OF DISTURBED AREA
PIPELINE PROJECT: 18.68 AC
POINT OF CONTACT (CONSTRUCTION):
CHARLIE GILMAN 252-339-1971
PRELIMINARY - NOT
0 50 100 FOR CONSTRUCTION
1IN = 50FT ISSUED FOR BID
BURNS&McDONNELLCONSULTANTS, INC.
STATE LICENSE # C-1435
PROPRIETARY & CONFIDENTIAL ALL RIGHTS RESERVED * DO NOT SCALE THIS DRAWING * USE DIMENSIONS ONLY
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 1001
REF. DWG(S) PNG-C-473-0001013, PNG-C-473-0001014
CLAUDEA McMULLAN
IFCSUBMITTAL DATE
NORTH CAROLINA
SEAL 047852
PROFESSIONAL ENG/ARCHSTAMP
NO.
DATE
REVISION(S) DESCRIPTION
BY
CHK
APPD
DESCRIPTION
APPROVALS
r�� DUKEr6ll[�Piedmont
`C ENERGY:: . Natural Gas
COPYRIGHT 2018
LINE 473
ES&PC PLAN
C LAYTO N , NC
GOLDSBORO RESOURCE CENTER, DUDLEY, NORTH CAROLINA
SHEET(S) 23 OF 34
DWG SCALE 1"=50'
A
03-02-2020
90% DESIGN SUBMITTAL
ABR
JTG
CAM
AREA CODE
1853
DATE
N/A
INITIALS
NIA
REGIONAL
ENGINEER
DWG DATE 3102/2020 SUPERSEDED —
B
08-25-2020
ISSUED FORBID
ABR
JTG
CAM
ACCOUNT NUMBER
PROJECT NUMBER
0228711
DATE
N/A
INITIALS
NIA
MGR TECH
REC & STD
DRAWING NUMBER
PNG -C-473-0001023
REVISION
B
DRAWING BY
ABR
STATION ID
DATE
08/25/2020
INITIALS
CAM
PRINCIPAL
ENGINEER
CHECKER INITIALS
JTG
DISCIPLINE / RESOURCE CENTER / LINE NUMBER

INSTALLATION NOTES:-
-AGGREGATE SIZE. 2-3" DIAMETER WASHED STONE.
—PAD THICKNESS: 6" MINIMUM.
—PAD WIDTH: 24' MINIMUM.
—PAD LENGTH: 100' MINIMUM.
—PAD LOCATION: LOCATE CONSTRUCTION ENTRANCES AND EXITS TO LIMIT
SEDIMENT FROM LEAVING THE SITE AND TO PROVIDE MAXIMUM UTILITY BY
ALL CONSTRUCTION VEHICLES. AVOID STEEP GRADES AND ENTRANCES AT
CURVES IN PUBLIC ROADS.
MAINTENANCE NOTES:
—MONITOR DAILY TO SUPPLEMENT STONE TO
ENSURE ENTRANCE FUNCTIONS PROPERLY.
—CLEAN ANY MATERIAL TRACKED ONTO PUBLIC
ROADWAY IMMEDIATELY.
—SCHEDULE ROUTINE SWEEPING AT THE END OF
EACH WORK DAY.
—WASHING: IF CONDITIONS AT THE SITE ARE SUCH
THAT MOST OF THE MUD AND SEDIMENT ARE NOT
REMOVED BY VEHICLES TRAVELING OVER THE
GRAVEL, THE TIRES SHOULD BE WASHED.
WASHING SHOULD BE DONE ON AN AREA
STABILIZED WITH CRUSHED STONE THAT DRAINS
INTO A SEDIMENT TRAP OR OTHER SUITABLE
DISPOSAL AREA. A WASH RACK MAY BE USED TO
MAKE WASHING STONE MORE CONVENIENT AND
EFFECTIVE.
TOP AND BOTTOM STRAND
SHALL BE 10 GAUGE MIN.
WIRE
PLASTIC CAP
— 6' MAX. WITH WIRE OVER POST INSTALLATION NOTES
4' MAX FOR TROUT WATERS —USE FILTRATION GEOTEXTILE
A MINIMUM OF 36" IN WIDTH AND FASTEN ADEQUATELY TO THE
POSTS AND WIRE AS DIRECTED.
—USE WIRE A MINIMUM OF 32" IN WIDTH AND WITH A MINIMUM
MIDDLE AND VERTICAL WIRES OF 6 LINE WIRES WITH 12" STAY SPACING.
SHALL BE 121/2 GAUGE MIN. —PROVIDE 5'-0" STEEL POST OF THE SELF —FASTENER ANGLE
STEEL TYPE.
—FOR MECHANICAL SLICING METHOD INSTALLATION, GEOTEXTILE
SHALL BE A MAXIMUM OF 18" ABOVE GROUND SURFACE.
24" MAX.
(18" MIN.)
�IIAIIAIF71 A11�1101A1AI�a.�ll.r...�....�...�. -.�. I '...�...�•-•^•^•^•^•-•^••
MAINTENANCE NOTES:
-REMOVE AND DISPOSE OF SILT ACCUMULATIONS WHEN THE
I I
DEPTH REACHES ONE-HALF OF THE HEIGHT OF THE
GEOTEXTILE.
-REMOVE AND REPLACE DETERIORATED OR CLOGGED
FILTRATION GEOTEXTILE1F�1��1 GEOTEXTILE.
GEOTEXTILE FABRIC
(NCDOT SECTION 1056, TYPE 1)
4" #57 STONE
�00' FILTRATION GEOTEXTILE
COMPACTED FILL
GAO/ o�o�p�
0
Q o 00 op a —
/ �� —1 1 1 g y I 1 4� + �� 12" COMPACTED SUBGRADE COMPACTED TO 100% STANDARD —
P�J��� PROCTOR MAX DRY DENSITY (ASTM D698) EXISTING SUBGRADE
FILTRATION GEOTEXTILE TO STABILIZE
FOUNDATION (ESPECIALLY IMPORTANT
WHERE SOFT SOIL IS ANTICIPATED)
2-3" DIAMETER WASHED
STONE, 6" DEEP
BURNS & McDONNELL CONSULTANTS, INC.
STATE LICENSE # G1435
CLAUDE A MCMULLAN
IFC SUBMITTAL DATE
NORTH CAROLINA
SEAL 047852
PROFESSIONAL ENG/ARCH STAMP
ISOMETRIC VIEW
2' WOODEN
FRONT VIEW
PERSPECTIVE VIEW
DETAIL
SCALE: NTS
CONSTRUCTION ENTRANCE
INSTALLATION NOTES:
—USE MINIMUM 18 IN. NOMINAL DIAMETER EXCELSIOR WATTLE AND
LENGTH OF 10 FT.
—EXCAVATE A 2 TO 3 INCH TRENCH FOR WATTLE TO BE PLACED.
—DO NOT PLACE WATTLES ON TOE OF SLOPE.
—USE 2 FT. WOODEN STAKES WITH A 2 IN. BY 2 IN. NOMINAL
CROSS SECTION.
—INSTALL A MINIMUM OF 2 UPSLOPE STAKES AND 4 DOWNSLOPE
STAKES AT AN ANGLE TO WEDGE WATTLE TO GROUND.
—PROVIDE STAPLES MADE OF 0.125 IN. DIAMETER STEEL WIRE
FORMED INTO A U SHAPE NOT LESS THAN 12" IN LENGTH.
—INSTALL STAPLES APPROXIMATELY EVERY 1 LINEAR FOOT ON BOTH
SIDES OF WATTLE AND AT EACH END TO SECURE IT TO THE SOIL.
—FOR BREAKS ALONG LARGE SLOPES (HEIGHT OF 15' OR MORE
MEASURED ALONG THE SLOPE), USE MAXIMUM SPACING OF 25 FT
SEE INSET A
MAINTENANCE NOTES:
-REMOVE AND DISPOSE OF SILT ACCUMULATIONS
WHEN THE DEPTH REACHES ONE-HALF OF THE
HEIGHT OF THE WATTLE.
-REPLACE OR CLEAN THE WATTLE AS NEEDED
TO ALLOW RUNOFF TO SLOWLY DEWATER
THROUGH THE DEVICE BETWEEN RAIN EVENTS.
-MONITOR THE WOODEN STAKES AND STAPLES
TO ENSURE THAT THE WATTLE REMAINS
SECURELY ANCHORED AFTER RAIN EVENTS.
FILL •-
�dP.
r r A 11
INSET A i2"-3" TRENCH
DETAIL 4
SCALE: NTS
WATTLE BARRIER
OF
PSLOPE STAKE
18" WATTLE J \—DOWNSLOPE STAKE
TOP VIEW
EXTENSION OF GEOTEXTILE AND
WIRE INTO TRENCH
DETAIL 2
SCALE: NTS
REINFORCED TEMPORARY SILT FENCE
ISOMETRIC VIEW
VIEW FROM SLOPE
INSTALLATION NOTES:
-USE MINIMUM 12 IN. DIAMETER EXCELSIOR WATTLE AND
LENGTH OF 10 FT.
-EXCAVATE A 1 TO 2 INCH TRENCH FOR WATTLE TO BE
PLACED.
-DO NOT PLACE WATTLE ON TOE OF SLOPE.
—OFFSET SLIGHTLY OFF TOE.
—USE 2 FT. WOODEN STAKES WITH A 2 IN. BY 2 IN. NOMINAL
CROSS SECTION.
—INSTALL A MINIMUM OF 2 UPSLOPE STAKES AND 4
DOWNSLOPE STAKES AT AN ANGLE TO WEDGE WATTLE TO
GROUND.
—PROVIDE STAPLES MADE OF 0.125 IN. DIAMETER STEEL WIRE
FORMED INTO A U SHAPE NOT LESS THAN 12" IN LENGTH.
—INSTALL STAPLES APPROXIMATELY EVERY 1 LINEAR FOOT ON
BOTH SIDES OF WATTLE AND AT EACH END TO SECURE IT
TO THE SOIL.
INSET A
FILL SLOPE
DETAIL 5
SCALE: NTS
SILT FENCE WATTLE BREAK
1"-2" TRENCH
SIDE VIEW
DETAIL 3
SCALE: NTS
GRAVEL SURFACE COURSE
MAINTENANCE NOTES:
—REMOVE AND DISPOSE OF SILT ACCUMULATIONS
WHEN THE DEPTH REACHES ONE—HALF OF THE
HEIGHT OF THE WATTLE.
—REPLACE OR CLEAN THE WATTLE AS NEEDED TO
ALLOW RUNOFF TO SLOWLY DEWATER THROUGH THE
DEVICE BETWEEN RAIN EVENTS.
—MONITOR THE WOODEN STAKES AND STAPLES TO
ENSURE THAT THE WATTLE REMAINS SECURELY
ANCHORED AFTER RAIN EVENTS.
—MONITOR THE WATTLE/SILT FENCE OVERLAP TO
ENSURE THIS INTERFACE REMAINS SECURELY SEALED
AFTER RAIN EVENTS.
SILT FENCE POST
INSET A
DOWNSLOPE STAKE
PROPRIETARY & CONFIDENTIAL ALL RIGHTS RESERVED * DO NOT SCALE THIS DRAWING * USE DIMENSIONS ONLY
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 1001
NO. DATE IREVISION(S) DESCRIPTION
A 03-02-2020 90% DESIGN SUBMITTAL
B 08-25-20201 ISSUED FOR BID
BY CHK JAPPD DESCRIPTION
ABR JTG CAM AREA CODE 1853
ABR JTG CAM ACCOUNT NUMBER
PROJECT NUMBER 0228711
DRAWING BY ABR
STATION ID
CHECKER INITIALS JTG
APPROVALS
DATE
INITIALS
NIA
N/A
REGIONAL
ENGINEER
DATE
INITIALS
MGR TECH
NIA
N/A
REC & STD
DATE
INITIALS
PRINCIPAL
08/25/2020
CAM
ENGINEER
'& DUKE r6lj��
Piedmont
V ENERGY Natural Gas
COPYRIGHT 2018
LINE 473
EROSION CONTROL DETAILS
CLAYTON, NC
GOLDSBORO RESOURCE CENTER, DUDLEY, NORTH CAROLINA
NOTE:
1. SEE NCDOT DESIGN STANDARDS, LATEST EDITION,
AS INDICATED. ALL SUBSEQUENT AND RELEVANT
STANDARDS AND SPECIFICATIONS SHALL APPLY.
PRELIMINARY - NOT
FOR CONSTRUCTION
ISSUED FOR BID
REF. DWG(S)
SHEET(S) 25 OF 34 1 DWG SCALE 1"=50'
DWG DATE 03/02/2020 SUPERSEDED
DRAWING NUMBER REVISION
P N G -C-473-0001025 B
DISCIPLINE / RESOURCE CENTER / LINE NUMBER

seeding mixture
species Rate (lb/acre)
Rye (grain) 120
Annual lespedeza (Kobe in
Piedmont and Coastal Plain,
Korean in Mountains) 50
Omit annual lespedeza when duration of temporary cover is not to
extend beyond June.
seeding dates
Mountains —Above 2500 feet: Feb. 15 - May 15
Below 2500 feet: Feb. 1- May 1
Piedmont —Jan. 1 - May 1
Coastal Plain —Dec. 1 -Apr. 15
soil amendments
Follow recommendations of soil tests or apply 2,000 lb/acre ground
agricultural limestone and 750 lb/acre 10-10-10 fertilizer.
mulch
Apply 4,000 lb/acre straw. Anchor straw by tacking with asphalt, nettin
or a mulch anchoring tool. A disk with blades set nearly straight can be
used as a mulch anchoring tool.
maintenance
Refertilize if growth is not fully adequate. Reseed, refertilize and mulch
immediately following erosion or other damage.
seeding mixture
species
German millet
Rate (lb/acre)
40
In the Piedmont and Mountains, a small -stemmed Sudangrass may be I
substituted at a rate of 50 lb/acre.
seeding dates
Mountains —May 15 - Aug. 15
Piedmont —May 1 - Aug. 15
Coastal Plain —Apr. 15 - Aug. 15
soil amendments
Follow recommendations of soil tests or apply 2,000 lb/acre ground
agricultural limestone and 750 lb/acre 10-10-10 fertilizer.
mulch
Apply 4,000 lb/acre straw. Anchor straw by tacking with asphalt, nettin
or a mulch anchoring tool. A disk with blades set nearly straight can be
used as a mulch anchoring tool.
maintenance
Refertilize if growth is not fully adequate. Reseed, refertilize and mulch
immediately following erosion or other damage.
seeding mixture
species
Rye (grain)
Rate (lb/acre)
120
seeding dates
Mountains —Aug. 15 - Dec. 15
Coastal Plain and Piedmont —Aug. 15 - Dec. 30
soil amendments
Follow soil tests or apply 2,000 lb/acre ground agricultural limestone
and 1,000 lb/acre 10-10-10 fertilizer.
mulch
Apply 4,000 lb/acre straw. Anchor straw by tacking with asphalt, nettin
or a mulch anchoring tool. A disk with blades set nearly straight can be
used as a mulch anchoring tool.
maintenance
Repair and refertilize damaged areas immediately. Topdress with 50
lb/acre of nitrogen in March. If it is necessary to extent temporary
cover beyond June 15, overseed with 50 lb/acre Kobe (Piedmont and
Coastal Plain) or Korean (Mountains) lespedeza in late February or
early March.
BURNS & McDONNELL CONSULTANTS, INC.
STATE LICENSE # G1435
CLAUDE A McMIULLAN
IFC SUBMITTAL DATE
NORTH CAROLINA
SEAL 047852
PROFESSIONAL ENG/ARCH STAMP
TEMPORARY SEEDING NOTES:
1. COMPLETE GRADING BEFORE PREPARING SEEDBEDS, AND INSTALL ALL
NECESSARY EROSION CONTROL PRACTICES SUCH AS, DIKES, WATERWAYS, AND
BASINS. MINIMIZE STEEP SLOPES BECAUSE THEY MAKE SEEDBED PREPARATION
DIFFICULT AND INCREASE THE EROSION HAZARD. IF SOILS BECOME COMPACTED
DURING GRADING, LOOSEN THEM TO A DEPTH OF 6-8 INCHES USING A RIPPER,
HARROW, OR CHISEL PLOW.
SEEDBED PREPARATION
2. GOOD SEEDBED PREPARATION IS ESSENTIAL TO SUCCESSFUL PLANT
ESTABLISHMENT. A GOOD SEEDBED IS WELL -PULVERIZED, LOOSE, AND UNIFORM.
WHERE HYDROSEEDING METHODS ARE USED, THE SURFACE MAY BE LEFT WITH A
MORE IRREGULAR SURFACE OF LARGE CLODS AND STONES.
3. LIMING —APPLY LIME ACCORDING TO SOIL TEST RECOMMENDATIONS. IF THE
PH (ACIDITY) OF THE SOIL IS NOT KNOWN, AN APPLICATION OF GROUND
AGRICULTURAL LIMESTONE AT THE RATE OF 1 TO 1 1/2 TONS/ACRE ON
COARSE -TEXTURED SOILS AND 2-3 TONS/ACRE ON FINE -TEXTURED SOILS IS
USUALLY SUFFICIENT. APPLY LIMESTONE UNIFORMLY AND INCORPORATE INTO
THE TOP 4-6 INCHES OF SOIL. SOILS WITH A PH OF 6 OR HIGHER NEED NOT BE
LIMED.
4. FERTILIZER —BASE APPLICATION RATES ON SOIL TESTS. WHEN THESE ARE NOT
POSSIBLE, APPLY A 10-10-10 GRADE FERTILIZER AT 700-1,000 LB/ACRE. BOTH
FERTILIZER AND LIME SHOULD BE INCORPORATED INTO THE TOP 4-6 INCHES OF
SOIL, IF A HYDRAULIC SEEDER IS USED, DO NOT MIX SEED AND FERTILIZER MORE
THAN 30 MINUTES BEFORE APPLICATION.
5. SURFACE ROUGHENING —IF RECENT TILLAGE OPERATIONS HAVE RESULTED IN A
LOOSE SURFACE, ADDITIONAL ROUGHENING MAY NOT BE REQUIRED, EXCEPT TO
BREAK UP LARGE CLODS. IF RAINFALL CAUSES THE SURFACE TO BECOME
SEALED OR CRUSTED, LOOSEN IT JUST PRIOR TO SEEDING BY DISKING, RAKING,
HARROWING, OR OTHER SUITABLE METHODS. GROOVE OR FURROW SLOPES
STEEPER THAN 3:1 ON THE CONTOUR BEFORE SEEDING (PRACTICE 6.03, SURFACE
ROUGHENING).
PLANT SELECTION
6. SELECT AN APPROPRIATE SPECIES OR SPECIES MIXTURE FROM TABLE 6.10A FOR
SEEDING IN LATE WINTER AND EARLY SPRING, TABLE 6.10B FOR SUMMER, AND
TABLE 6.10C FOR FALL.
7. IN THE MOUNTAINS, DECEMBER AND JANUARY SEEDINGS HAVE POOR CHANCES
OF SUCCESS. WHEN IT IS NECESSARY TO PLANT AT THESE TIMES, USE
RECOMMENDATIONS FOR FALL AND A SECURELY TACKED MULCH.
SEEDING
8. EVENLY APPLY SEED USING A CYCLONE SEEDER (BROADCAST), DRILL,
CULTIPACKER SEEDER, OR HYDROSEEDER. USE SEEDING RATES GIVEN IN
TABLES 6.10A-6.10C. BROADCAST SEEDING AND HYDROSEEDING ARE
APPROPRIATE FOR STEEP SLOPES WHERE EQUIPMENT CANNOT BE DRIVEN.
HAND BROADCASTING IS NOT RECOMMENDED BECAUSE OF THE DIFFICULTY IN
ACHIEVING A UNIFORM DISTRIBUTION.
9. SMALL GRAINS SHOULD BE PLANTED NO MORE THAN 1 INCH DEEP, AND GRASSES
AND LEGUMES NO MORE THAN 1/2 INCH. BROADCAST SEED MUST BE COVERED
BY RAKING OR CHAIN DRAGGING, AND THEN LIGHTLY FIRMED WITH A ROLLER OR
CULTIPACKER. HYDROSEEDED MIXTURES SHOULD INCLUDE A WOOD FIBER
(CELLULOSE) MULCH.
MULCHING
10. THE USE OF AN APPROPRIATE MULCH WILL HELP ENSURE ESTABLISHMENT
UNDER NORMAL CONDITIONS, AND IS ESSENTIAL TO SEEDING SUCCESS UNDER
HARSH SITE CONDITIONS (PRACTICE 6.14, MULCHING). HARSH SITE CONDITIONS
INCLUDE:
• SEEDING IN FALL FOR WINTER COVER (WOOD FIBER MULCHES ARE NOT CONSIDERED
ADEQUATE FOR THIS USE),
• SLOPES STEEPER THAN 3:1,
• EXCESSIVELY HOT OR DRY WEATHER,
• ADVERSE SOILS (SHALLOW, ROCKY, OR HIGH IN CLAY OR SAND), AND
• AREAS RECEIVING CONCENTRATED FLOW.
11. IF THE AREA TO BE MULCHED IS SUBJECT TO CONCENTRATED WATER FLOW, AS
IN CHANNELS, ANCHOR MULCH WITH NETTING (PRACTICE 6.14, MULCHING).
TEMPORARY SEEDING MAINTENANCE NOTES:
1. RESEED AND MULCH AREAS WHERE SEEDLING EMERGENCE IS POOR, OR WHERE
EROSION OCCURS, AS SOON AS POSSIBLE. DO NOT MOW. PROTECT FROM
TRAFFIC AS MUCH AS POSSIBLE.
DETAIL
SCALE: NTS
TEMPORARY SEEDING
PERMANENT SEEDING SCHEDULE:
THE KINDS OF SEED AND FERTILIZER, AND THE RATES OF APPLICATION OF SEED, FERTILIZER,
AND LIMESTONE, SHALL BE AS STATED BELOW. DURING PERIODS OF OVERLAPPING DATES,
THE KIND OF SEED TO BE USED SHALL BE DETERMINED. ALL RATES ARE IN POUNDS PER
ACRE.
MARCH 1 - AUGUST 31
50#
TALL FESCUE
10#
CENTIPEDE
25#
BERMUDAGRASS (HULLED)
500#
FERTILIZER
4000#
LIMESTONE
PERMANENT SEEDING NOTES:
SEPTEMBER 1 - FEBRUARY 28
50#
TALL FESCUE
10#
CENTIPEDE
35#
BERMUDAGRASS (UNHULLED)
500#
FERTILIZER
4000#
LIMESTONE
SOIL PREPARATION
1. PROPER SOIL PREPARATION IS NECESSARY FOR SUCCESSFUL SEED GERMINATION AND ROOT
ESTABLISHMENT. IT IS ALSO NECESSARY FOR ESTABLISHMENT OF ROOTED SPRIGS, SOD AND
WOODY PLANTS. HEAVILY COMPACTED SOILS PREVENT AIR, NUTRIENTS AND MOISTURE FROM
REACHING ROOTS THEREBY RETARDING OR PREVENTING PLANT GROWTH, THE SUCCESS OF
SITE STABILIZATION AND REDUCTION OF FUTURE MAINTENANCE ARE DEPENDENT ON AN
ADEQUATELY PREPARED SOIL BED. FOLLOWING ARE THE REQUIREMENTS FOR PREPARATION
OF AREAS TO BE VEGETATED BY GRASSING, SPRIGGING, SODDING, AND/OR PLANTING OF
WOODY PLANTS:
GENERAL REQUIREMENTS:
2. PREPARATION FOR PRIMARY/PERMANENT STABILIZATION SHALL NOT BEGIN UNTIL ALL
CONSTRUCTION AND UTILITY WORK WITHIN THE PREPARATION AREA IS COMPLETE. HOWEVER,
IT MAY BE NECESSARY TO PREPARE FOR NURSE CROPS PRIOR TO COMPLETION OF
CONSTRUCTION AND INSTALLATION OF UTILITIES.
3. A NORTH CAROLINA DEPARTMENT OF AGRICULTURE SOILS TEST (OR EQUAL) SHALL BE
OBTAINED FOR ALL AREAS TO BE SEEDED, SPRIGGED, SODDED OR PLANTED. RECOMMENDED
FERTILIZER AND PH ADJUSTING PRODUCTS SHALL BE INCORPORATED INTO THE PREPARED
AREAS AND BACKFILL MATERIAL PER THE TEST.
4. ALL AREAS TO BE SEEDED OR PLANTED SHALL BE TILLED OR RIPPED TO A DEPTH SPECIFIED ON
THE APPROVED PLANS, CONSTRUCTION SEQUENCE AND/OR CONSTRUCTION BID LIST. RIPPING
CONSISTS OF CREATING FISSURES IN A CRISS-CROSS PATTERN OVER THE ENTIRE SURFACE
AREA, UTILIZING AN IMPLEMENT THAT WILL NOT GLAZE THE SIDE WALLS OF THE FISSURES. SITE
PREPARATION THAT DOES NOT COMPLY WITH THESE DOCUMENTS SHALL NOT BE ACCEPTABLE.
THE DEPTH OF SOIL PREPARATION MAY BE ESTABLISHED AS A RANGE BASED ON THE APPROVAL
OF THE REVIEWING STATE OR LOCAL AGENCY. ONCE TILLED OR RIPPED ACCORDING TO THE
APPROVED PLAN, ALL AREAS ARE TO BE RETURNED TO THE APPROVED FINAL GRADE. PH
MODIFIERS AND/OR OTHER SOIL AMENDMENTS SPECIFIED IN THE SOIL TESTS CAN BE ADDED
DURING THE SOIL PREPARATION PROCEDURE OR AS DESCRIBED BELOW.
5. ALL STONES LARGER THAN THREE (3) INCHES ON ANY SIDE, STICKS, ROOTS, AND OTHER
EXTRANEOUS MATERIALS THAT SURFACE DURING THE BED PREPARATION SHALL BE REMOVED.
AREAS TO BE SEEDED:
6. TILL OR DISC THE PREPARED AREAS TO BE SEEDED TO A MINIMUM DEPTH OF FOUR (4) INCHES.
REMOVE STONES LARGER THAN THREE (3) INCHES ON ANY SIDE, STICKS, ROOTS AND OTHER
EXTRANEOUS MATERIALS THAT SURFACE. IF NOT INCORPORATED DURING THE SOIL
PREPARATION PROCESS, ADD PH MODIFIER AND FERTILIZERS AT THE RATE SPECIFIED IN THE
SOIL TEST REPORT.
7. RE -COMPACT THE AREA UTILIZING A CULTIPACKER ROLLER. THE FINISHED GRADE SHALL BE A
SMOOTH EVEN SOIL SURFACE WITH A LOOSE, UNIFORMLY FINE TEXTURE. ALL RIDGES AND
DEPRESSIONS SHALL BE REMOVED AND FILLED TO PROVIDE THE APPROVED SURFACE
DRAINAGE. SEEDING OF GRADED AREAS IS TO BE DONE IMMEDIATELY AFTER FINISHED GRADES
ARE OBTAINED AND SEEDBED PREPARATION IS COMPLETED.
AREAS TO BE SPRIGGED, SODDED, AND/OR PLANTED:
8. AT THE TIME OF PLANTING TILL OR DISC THE PREPARED AREAS TO A DEPTH OF FOUR (4) TO SIX
(6) INCHES BELOW THE APPROVED FNISHED GRADE. REMOVE ALL STONES LARGER THAN
THREE (3) INCHES ON ANY SIDE, STICKS, ROOTS AND OTHER EXTRANEOUS MATERIALS THAT
SURFACE. IF NOT INCORPORATED IN THE RIPPING PROCESS, ADD PH MODIFIER, FERTILIZER,
AND OTHER RECOMMENDED SOIL AMENDMENTS.
9. RE -COMPACT THE AREA UTILIZING A CULTIPACKER ROLLER AND PREPARE FNAL GRADES AS
DESCRIBED ABOVE. INSTALL SPRIGS, SOD AND PLANTS AS DIRECTED IMMEDIATELY AFTER FINE
GRADING IS COMPLETE. MULCH, MAT AND/OR TACK AS SPECIFIED.
DETAIL 2
SCALE: NTS
PERMANENT SEEDING
t--10' - 0" MIN. --I
z
0
0
L
SANDBAGS (TYP.)
OR STAPLES
CLEARLY MARKED SIGNAGE
CONCRETE NOTING DEVICE (18"X24"
WASHOUT MIN.) INSTALLATION NOTES:
-ACTUAL LOCATION DETERMINED IN FIELD.
-CLEARLY MARK THE CONCRETE WASHOUT
STRUCTURE WITH SIGNAGE NOTING DEVICE.
MAINTENANCE NOTES:
-MAINTAIN DEVICE WHEN THE LIQUID AND/OR
SOLID REACHES 75% OF THE CAPACITY.
PLAN
BELOW GRADE WASHOUT STRUCTURE
NOT TO SCALE
HIGH H--10' - 0" MIN.--04
COHESIVE &
LOW FILTRATION
SOIL BERM
10 MIL
1:1 PLASTIC SANDBAGS (TYP.)
SIDE SLOPE LINING OR STAPLES
(TYP.)
SECTION A —A
0
0
0
SANDBAGS (TYP.)
OR STAPLES
CLEARLY MARKED SIGNAGE
CONCRETE NOTING DEVICE (18"X24"
WASHOUT MIN.)
PLAN
10 MIL
PLASTIC LINING
1:1 SIDE SLOPE
(TYP.)
SECTION B-8
SANDBAGS (TYP.)
OR STAPLES
HIGH
COHESIVE &
LOW FILTRATION
SOIL BERM. HAY
BALES MAY BE
SUBSTITUTED FOR
SOIL BERM.
INSTALLATION NOTES:
-ACTUAL LOCATION DETERMINED IN FIELD.
-CLEARLY MARK THE CONCRETE WASHOUT
STRUCTURE WITH SIGNAGE NOTING DEVICE.
MAINTENANCE NOTES:
-MAINTAIN DEVICE WHEN THE LIQUID AND/OR
SOLID REACHES 75% OF THE CAPACITY.
DETAIL 3
SCALE: NTS
CONCRETE WASHOUT
NATIVE GRASS SEEDING SHALL BE PERFORMED ON THE DISTURBED AREAS OF WETLANDS AND
RIPARIAN AREAS, AND ADJACENT TO STREAM RELOCATION CONSTRUCTION WITHIN A 50 FOOT ZONE
ON BOTH SIDES OF THE STREAM OR DEPRESSION, MEASURED FROM TOP OF STREAM BANK OR
CENTER OF DEPRESSION. THE STREAM BANK OF THE STREAM RELOCATION SHALL BE SEEDED BY A
METHOD THAT DOES NOT ALTER THE TYPICAL CROSS SECTION OF THE STREAM BANK. NATIVE GRASS
SEEDING SHALL ALSO BE PERFORMED IN THE PERMANENT SOIL REINFORCEMENT MAT SECTION OF
PREFORMED SCOUR HOLES, AND IN OTHER AREAS AS DIRECTED.
THE KINDS OF SEED, AND THE RATES OF APPLICATION OF SEED, SHALL BE AS STATED BELOW.
DURING PERIODS OF OVERLAPPING DATES, THE KIND OF SEED TO BE USED SHALL BE DETERMINED.
ALL RATES ARE IN POUNDS PER ACRE.
MARCH 1 - AUGUST 31
18#
CREEPING RED FESCUE
6#
INDIANGRASS
8#
LITTLE BLUESTEM
4#
SWITCHGRASS
25#
BROWNTOP MILLET
APPROVED CREEPING RED FESCUE CULTIVARS:
ABERDEEN BOREAL EPIC CINDY LOU
SEPTEMBER 1 - FEBRUARY 28
18#
CREEPING RED FESCUE
6#
INDIANGRASS
8#
LITTLE BLUESTEM
4#
SWITCHGRASS
35#
RYE GRAIN
DETAIL 4
SCALE: NTS
WETLAND & RIPARIAN SEEDING
PROPRIETARY & CONFIDENTIAL ALL RIGHTS RESERVED * DO NOT SCALE THIS DRAWING * USE DIMENSIONS ONLY
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 1001
NO. DATE IREVISION(S) DESCRIPTION
A 03-02-2020 90% DESIGN SUBMITTAL
B 08-25-20201 ISSUED FOR BID
BY CHK JAPPD DESCRIPTION
ABR JTG CAM AREA CODE 1853
ABR JTG CAM ACCOUNT NUMBER
PROJECT NUMBER 0228711
DRAWING BY ABR
STATION ID
CHECKER INITIALS JTG
DATE
INITIALS
NIA
N/A
DATE
INITIALS
N/A
N/A
DATE
INITIALS
08/25/2020
CAM
APPROVALS
REGIONAL
ENGINEER
MGR TECH `:fj DUKEr6111
Piedmont
REC & STD ENERGY.. Natural Gas
PRINCIPAL
ENGINEER I COPYRIGHT 2018
LINE 473
EROSION CONTROL DETAILS
CLAYTON, NC
GOLDSBORO RESOURCE CENTER, DUDLEY, NORTH CAROLINA
PRELIMINARY - NOT
FOR CONSTRUCTION
ISSUED FOR BID
REF. DWG(S)
SHEET(S) 26 OF 34 DWG SCALE
DWG DATE 03/02/2020 SUPERSEDED
DRAWING NUMBER
P N G -C-473-0001026
DISCIPLINE / RESOURCE CENTER / LINE NUMBER
1 "=50'
REVISION
B

STREAM CHANNEL
CLASS B STONE
NATURAL
GROUND
GEOTEXTILE FOR
DRAINAGE
BURNS & McDONNELL CONSULTANTS, INC.
STATE LICENSE # C-1435
CLAUDE A McMULLAN
IFC SUBMITTAL DATE
NORTH CAROLINA
SEAL 047852
PROFESSIONAL ENG/ARCH STAMP
10:1
VAR. CONSTRUCTION ACCESS ROAD
6" #5 OR #57 STONE IN
ACCORDANCE WITH
SECTION1005 OF NCDOT
STANDARD SPECIFICATION
PLAN VIEW
�12" MIN.
CLASS B STONE
#5 OR #57 STONE, 6" DEPTH (MIN.)
CLASS B STONE
..
GROUND
_ I CROSS PIPE(S) (SEE NOTE)
VAR.. DOUBLE WALL CORRUGATED METAL PIPE
SECTION A -A
NOTE: NOT TO SCALE
1. PIPE(S) FOR TEMPORARY STREAM CROSSING SHALL BE DESIGNED TO PASS THE
PEAK OR BANKFULL FLOW, WHICHEVER IS LESS, FROM A 2-YEAR PEAK STORM,
WITHOUT OVER TOPPING.
DETAIL
SCALE: NTS
TEMPORARY STREAM CROSSING
\A►ATTI CO T!•\
v Vll I I LLV I V r-luv I I IIVILJLI\ IVIlII V.
USE 1 FOOT OVERLAP ON
ADJOINING WATTES
MAINTENANCE NOTES:
1. REMOVE AND DISPOSE OF SILT ACCUMULATIONS WHEN THE
DEPTH REACHES ONE-HALF OF THE HEIGHT OF THE PERIMETER
WATTLES.
2. REPLACE OR CLEAN THE WATTLES AS NEEDED TO ALLOW
RUNOFF TO SLOWLY DEWATER THROUGH THE DEVICE BETWEEN
RAIN EVENTS.
3. MONITOR THE WOODEN STAKES AND STAPLES TO ENSURE THAT
THE WATTLES REMAIN SECURELY ANCHORED AFTER RAIN
EVENTS.
4. MONITOR DAILY TO SUPPLEMENT / REFURBISH / REPLACE MATS
TO ENSURE PROPER FUNCTIONALITY.
5. CLEAN ANY ERODIBLE MATERIAL OR POLLUTANT TRACKED ONTO
THE MATS IMMEDIATELY.
6. TIMBER MATS AND ALL OTHER MATERIALS SHALL BE
COMPLETELY REMOVED DURING FINAL CLEAN-UP. REMOVAL OF
THIS STRUCTURE IS NOT CONTINGENT UPON ESTABLISHMENT
OF PERMANENT VEGETATION.
7. ATTEMPT TO USE NO MORE THAN TWO (2) LAYERS OF TIMBER
MATS IN WETLANDS.
8. TIMBER MATS SHALL EXTEND A MINIMUM OF 15 FEET OUTSIDE
OF 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 A
SERIES OF TIMBER MATS AS NEEDED TO CREATE A SAFE, FLAT,
WORK AREA. MATS SHALL BE POSITIONED TO BUTT UP AGAINST
EACH OTHER AND INTERLOCK OR ATTACH TO EACH OTHER.
11. EROSION CONTROL DEVICES SHALL BE INSTALLED ADJACENT TO
TIMBER MATS AS SHOWN ON THE PLAN DRAWINGS.
12. CONTRACTOR SHALL PREVENT THE INTRODUCTION OF UPLAND
SOILS OR OTHER MATERIALS INTO WETLANDS.
DETAIL 2
SCALE: NTS
TIMBER MATS
cd
67
��r •K�(� 66 \U1 k1jil,w--
- tS�_1
w"G rA2.rrti1,,.,, I
w•..� • .�++�Fr
r' .A /:M�iV+,Wni: rr.p'1�. \\�i..• - 1•`�'''� � k,
'�/Ar � �' 04. • lu
41Pikl4r`r�'Ull,,,al ILIA`
1 1,ih r
n•rYt��IWullll � y, \
�u r =� Ii�IuIMAA4111� to
vu,,..r I.,J�Uta4i '1Aw+l�nur+ wl �4ruiq,yi t
r.
,.>J+ IIIfill
,.��fflly Itij• -+1►N I ``illllrr�!4..r IF jY t;,
r I. W,r i11119,11 1 r Ilk MINI L1Wy11 7 r rrr rl �r f
Iltllll ly, 111` 11? I it,I
111101, �,,, a ur, hl t �,, uui�rry�'�{ih�a � ��1� ;� 1. �
I'+t �411Qij,1,�11�I1+��i�li I'4t a IYllll- 1r �r� r tl,�`.`,4 ti)r
h Yj1111��1Yn. �i.��..rrih ♦ rr r r 1...1\\\��}iiq�� ' I +��
►N 1.
1111�»..- r Ntil/ 141(�i�d;11�1rtt� 1,I,,,•k A
nl;j:/rlr.. �rr''n,. f.l,\4,•r\� ��`y �`Illr �l/ ._�
tf41 r. 1 ilj11 M�I,�
III 11 II
ail
PERSPECTIVE VIEW
-4 6ft 0-1
PROFILE VIEW
!
Earthen ridge
Slope
CONSTRUCTION SPECIFICATIONS
1. 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 USE
THE MOST STABLE OUTLET AREAS. WHEN NATURAL AREAS ARE NOT DEEMED SATISFACTORY, PROVIDE
OUTLET PROTECTION.
5. IMMEDIATELY SEED AND MULCH THE PORTIONS OF THE DIVERSIONS NOT SUBJECT TO CONSTRUCTION
TRAFFIC. STABILIZE WITH GRAVEL AREAS TO BE CROSSED BY VEHICLES.
MAINTENANCE
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, AND FILL THE CHANNEL TO BLEND WITH THE NATURAL
GROUND, AND APPROPRIATELY STABILIZE THE DISTURBED AREA.
DETAIL 3
SCALE: NTS
��
RIGHT-OF-WAY DIVERSION
PROPRIETARY & CONFIDENTIAL ALL RIGHTS RESERVED * DO NOT SCALE THIS DRAWING * USE DIMENSIONS ONLY
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 1001
NO. DATE IREVISION(S) DESCRIPTION
A 03-02-2020 90% DESIGN SUBMITTAL
B 08-25-20201 ISSUED FOR BID
BY CHK JAPPD DESCRIPTION
ABR JTG CAM AREA CODE 1853
ABR JTG CAM ACCOUNT NUMBER
PROJECT NUMBER 0228711
DRAWING BY ABR
STATION ID
CHECKER INITIALS JTG
APPROVALS
DATE
INITIALS
N/A
N/A
REGIONAL
ENGINEER
p � DUKE
DATE
INITIALS
N/A
N/A
MGR TECH
V ENERGY,:
REC & STD
DATE
INITIALS
PRINCIPAL
08/25/2020
CAM
ENGINEER
r6ljlPiedmont
� Natural Gas
COPYRIGHT 2018
LINE 473
EROSION CONTROL DETAILS
CLAYTON, NC
GOLDSBORO RESOURCE CENTER, DUDLEY, NORTH CAROLINA
PRELIMINARY - NOT
FOR CONSTRUCTION
ISSUED FOR BID
REF. DWG(S)
SHEET(S) 27 OF 27 OF 341DWG SCALE 111=50SCALE 111=50'
DWG DATE 03/02/2020 SUPERSEDED
DRAWING NUMBER REVISION
P N G -C-473-0001027 B
DISCIPLINE / RESOURCE CENTER / LINE NUMBER

CONSTRUCTION R.O.W. WIDTH
BURNS & McDONNELL CONSULTANTS, INC.
STATE LICENSE # C-1435
CLAUDE A McMULLAN
IFC SUBMITTAL DATE
NORTH CAROLINA
SEAL 047852
PROFESSIONAL ENG/ARCH STAMP
PEf
COI
� (D)
MINIMUM DISTANCE TO
BE 25% OF TOTAL
WIDTH (W) OF THE
STREAM.
CONSTRUCTION NOTES:
FILTER CLOTH
PI AN
l
DEWATERING DEVICE
mr"MRA 0
L_S
I
I
TRENCHLINE
L--------------------------------
SECTION A -A
1. PREPARE THE CHANNEL AND OVERBANKS FOR INSTALLATION.
1.1. REMOVE ALL BRANCHES AND DEBRIS FROM LOCATION OF THE STONE DIKE.
1.2. MAKE SURE THAT THERE ARE NO SHARP ROCKS OR ROOTS THAT CAN PUNCTURE THE
FABRIC.
1.3. DO NOT EXCAVATE THE EXISTING CHANNEL OR BANKS.
2. PLACE THE HIGH TENSILE IMPERVIOUS FABRIC WITH THE CENTER OVER THE CENTER OF THE
PROPOSED DIKE. UTILIZE A SMALL AMOUNT OF STONE TO HOLD DOWN THE FABRIC WHILE
ADJUSTMENTS ARE BEING MADE. ENSURE THERE IS ENOUGH EXTRA FABRIC ON EACH SIDE OF
THE DIKE TO WRAP UP AND OVER THE STONE DIKE TO MAKE IT IMPERVIOUS.
3. PILE STONE ON TOP OF THE FABRIC TO CREATE DIKE.
4. ROLL FABRIC UP OVER THE STONE TO FORM AN IMPERVIOUS DIKE. MAKE SURE THE TOP LAYER IS
ROLLED FROM THE UPSTREAM TO DOWNSTREAM DIRECTION. SECURE FABRIC WITH METAL FENCE
STAKES OR OTHER SUITABLE MATERIAL.
MAINTENANCE NOTES:
1. INSPECT THE DIKE REGULARLY FOR DAMAGE AND LEAKAGE.
2. REMOVE IMPOUNDED TRASH AND SEDIMENT DAILY.
DETAIL
SCALE: NTS
COFFERDAM CROSSING
TRENCI-I-►
)IL PILE
AMENT o
ZRIER
')TREAM
)IL
a
10,
I I
1.
SOFT PLUG
(SEE NOTE 10)
)I R WATTLE
IN -STREAM
SPOIL::'::.;.`
EXTRA TEMPORARY WORKSPACE
(TYP. )
TOPSOIL
SEDIMENT
BARRIER
SEE NOTE
---------,
25' (TYP.) ; ;, I
WATTLES (SEE NOTE 6) • " ---" " ...._______ ..._
.... •..
zI `
J�O
Q
0 0 � WATERBODY
Paz
a�iw
Owl
w 10, (TYP.)
WATTLES (SEE NOTE 6) ;:; r, ::':: °_: f==3
v• 1 L
SEDIMENT
BARRIER
i
TOPSOIL
PIPE WELDED COATED
AND WEIGHTED
(IF NECESSARY)
NOTES:
1. METHOD APPLIES TO WATERBODIES THAT ARE NOT STATE -DESIGNATED FISHERIES WHERE FLUME CROSSINGS
ARE NOT REQUIRED.
1.1. IF TOPOGRAPHY PERMITS TEMPORARY EQUIPMENT BRIDGE INSTALLATION, THE CONTRACTOR SHALL
TRENCH, STRING, WELD, COAT, WEIGHT (IF NECESSARY), LOWER IN AND BACKFILL UTILIZING THE MAIN
LINE CREW TRAVELING OVER THE BRIDGE.
1.2. IF TOPOGRAPHY PROHIBITS INSTALLATION OF A TEMPORARY EQUIPMENT BRIDGE, CONTRACTOR SHALL
TRENCH UP TO BOTH SIDES OF CROSSING; STRING, WELD, COAT AND WEIGHT (IF NECESSARY) USING THE
MAINLINE CREW. IN STREAM EXCAVATION, LOWER IN, AND BACKFILL WILL UTILIZES A CLAM OR HOES
WORKING 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 AS
PER THE SPCC PLAN.
5. INSTALLATION OF TEMPORARY EQUIPMENT CROSSING IS REQUIRED AT ALL STATE -DESIGNATED FISHERIES
AND IS OPTIONAL AT THE DISCRETION OF THE COMPANY'S INSPECTOR AT ALL OTHER CROSSINGS. IF A
TEMPORARY 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. TO
PREVENT SILT LADEN WATER AND SPOIL FROM FLOWING BACK INTO WATERBODY. BARRIERS MAY BE
TEMPORARILY REMOVE TO ALLOW CONSTRUCTION ACTIVITIES BUT MUST BE REPLACED BY THE END OF EACH
WORK DAY.
8. IN -STREAM SPOIL TO BE STORED OUT OF THE STREAM CHANNEL A MINIMUM OF 10 FEET FROM THE WATER
EDGE AND WITHIN THE CONSTRUCTION R.O.W. UNLESS DEPICTED OTHERWISE IN SITE SPECIFIC CROSSING
PLANS. TEMPORARY WORKSPACE MUST BE A MINIMUM OF 25FROM 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 CONTROL
WATER 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 RIPRARIAN
SEED MIX, AND STABILIZE WITH EROSION CONTROL MATTING THAT DOES NOT CONTAIN
POLYPROPHYLENE/PLASTIC NETTING.
15. ALL DIMENSIONS INDICATED SHALL BE DETERMINED BY ACTUAL CONSTRUCTION CONDITIONS.
DETAIL 2
SCALE: NTS
N_.�
TYPICAL FLOWING WATERBODY
CROSSING OPEN CUT TRENCHING
WATTLES (SEE NOTE 6)
WATTLES (SEE NOTE 6)
NOTES:
1. METHOD APPLIES TO CROSSINGS WHERE NO FLOWING WATER IS PRESENT AT THE TIME OF
CROSSING.
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 PIPE
SKIDDED OVER THE CROSSING.
3. NO REFUELING OF MOBILE EQUIPMENT WITHIN 125 FEET OF DRY CHANNEL. REFUEL STATIONARY
EQUIPMENT AS PER THE SPCC PLAN.
4. INSTALLATION OF TEMPORARY EQUIPMENT CROSSING IS OPTIONAL AT THE DISCRETION OF THE
COMPANY'S REPRESENTATIVE.
5. IN AGRICULTURAL LAND, STRIP TOPSOIL FROM SPOIL STORAGE AREA. STOCKPILE TOPSOIL AND
SPOIL SEPARATELY. TOPSOIL AND SPOIL WILL NOT BE STOCKPILED IN THE CROSSING CHANNEL
AND WILL BE PLACED A MINIMUM OF 10 FEET FROM CROSSING BANKS WITHIN THE CONSTRUCTION
R.O.W.
6. CONSTRUCT WATTLES ACROSS THE ENTIRE CONSTRUCTION R.O.W. FOLLOWING CLEARING AND
GRADING AND MAINTAIN UNTIL CONSTRUCTION OF THE CROSSING. EROSION CONTROL MEASURES
SHALL BE REINSTALLED IMMEDIATELY FOLLOWING BACKFILLING OF TRENCH AND STABILIZATION
OF BANKS. BARRIERS MAY BE TEMPORARILY REMOVED TO ALLOW CONSTRUCTION ACTIVITIES BUT
MUST 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 FROM
HIGH BANK AND WITHIN THE CONSTRUCTION R.O.W. UNLESS DEPICTED OTHERWISE IN SITE
SPECIFIC 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 WITH
RIPRARIAN SEED MIX, AND STABILIZE WITH EROSION CONTROL MATTING THAT DOES NOT CONTAIN
POLYPROPHYLENE/PLASTIC NETTING.
11. ALL DIMENSIONS INDICATED SHALL BE DETERMINED BY ACTUAL CONSTRUCTION CONDITIONS.
DETAIL 3
SCALE: NTS
N_.�
TYPICAL NOW FLOWING WATERBODY
CROSSING OPEN CUT TRENCHING
PROPRIETARY & CONFIDENTIAL ALL RIGHTS RESERVED * DO NOT SCALE THIS DRAWING * USE DIMENSIONS ONLY 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 1001
PRELIMINARY - NOT
FOR CONSTRUCTION
ISSUED FOR BID
NO.
DATE
REVISION(S) DESCRIPTION
BY
CHK
APPD
I DESCRIPTION
APPROVALS
Piedmont
DUKEr6ljl�
�C ENERGY:.. Natural Gas
COPYRIGHT 2018
LINE 473
EROSION CONTROL DETAILS
C LAYTO N NC
GOLDSBORO RESOURCE CENTER, DUDLEY, NORTH CAROLINA
SHEET(S) 28 OF 34
DWG SCALE
A
03-02-2020
90% DESIGN SUBMITTAL
ABR
JTG
CAM
AREA CODE
1853
DATE
N/A
NI/A
NIA
REGIONAL
ENGINEER
DWG DATE 03102/2020 SUPERSEDED -
B
08-25-2020
ISSUED FOR BID
ABR
JTG
CAM
ACCOUNT NUMBER
PROJECT NUMBER
0228711
DATE
N/A
INITIALS
NIA
MGR TECH
REC & STD
DRAWING NUMBER
P N G -C-473-0001028
DRAWING BY
ABR
STATION ID
I
DATE
08/25/2020
INITIALS
CAM
PRINCIPAL
ENGINEER
CHECKER INITIALS
JTG
DISCIPLINE / RESOURCE CENTER / LINE NUMBER
1 "=50'
REVISION
B

Page 1 of 6
DEMLR Monitoring Form Rev. 08082019
INSPECTION AND MONITORING RECORDS FOR ACTIVITIES UNDER STORMWATER GENERAL PERMIT NCG010000
AND SELF -INSPECTION RECORDS FOR LAND DISTURBING ACTIVITIES PER G.S. 113A-54.1
Project Name
Land Quality or Local
Program Project/Permit #
Approving Authority
Date of Plan
Expiration Date,
Approval
if applicable
Date of Issuance
NCGO10000 Certificate of
Coverage Number
Coverage under the NCG010000 permit must be renewed annually, if issued after April 1, 2019 until Notice of Termination is filed and approved.
PART 1A- Rainfall Data
Day / Date
Rain Amt {inches)
Daily Rainfall Required, except for
Holidays or Weekends. If no rain,
indicate with a "zero"
M
T
W
Th
F
Sat (Optional)
Sun (Optional)
Are there any site or project conditions that limit
completion of inspection?
If yes, explain conditions and areas of site that were
inaccessible.
DEMLR Monitoring Form Rev. 08082019
PART 1 B: Phase(s) of the Plan
Check ALL applicable box(es) that apply to
completed & current phases
X
Installation of perimeter erosion and sediment control measures
Clearing and grubbing of existing ground cover
Completion of any grading of slopes or fills
Installation of storm drainage facilities
Completion of all land -disturbing activity, construction or development
Permanent ground cover sufficient to restrain erosion has been established
Page 4 of 6
PART 3A: EROSION AND SEDIMENTATION CONTROL MEASURES: Measures must be inspected at least ONCE PER 7 CALENDAR DAYS AND WITHIN 24
HOURS OF A RAINFALL EVENT EQUAL TO OR GREATER THAN 1.0 INCH PER 24 HOUR PERIOD.
Erosion and Sedimentation Control Measures
Inspected
p
Inspection
Date
Describe Actions Needed
Corrective actions should be performed as soon as possible
Date
Noted as
Corrected
Measure ID or Location and Description
Reference(s)
Operating
Properly?
(YIN)
and before the next storm event
PART 313: STORMWATER DISCHARGE OUTFALLS (SDOs): SDOs must be inspected at least ONCE PER 7 CALENDAR DAYS AND WITHIN
24 HOIJRS OF A RAINFALL EVENT EQUAL TO OR GREATER THAN 1.0 INCH PER 24 HOUR PERIOD.
Stormwater Discharge Outfalls Inspected
Inspection
Date
Describe Actions Needed
Corrective actions should be performed as soon as possible and
Date
Noted as
Corrected
Stormwater
Discharge
Outfall
ID or
Location
Any Visible
Sedimentation
in Streams,
Wetlands or
Outside Site
Limits? (Y/N)
Any Increase
in Stream
Turbidity
from
Discharge?
(Y/N)
Any
Visible
Erosion
below
SDO?
Y/N
Any visible ail
sheen, floating or
suspended solids or
discoloration? (YIN)
before the next storm event
Report visible sedimentation into streams or wetlands to the appropriate DEQ Regional Office via phone call or email
within 24 hours of discovery. https:lldeg.nc.gov/contactiregional-offices
BURNS & McDONNELL CONSULTANTS, INC.
STATE LICENSE # C-1435
CLAUDE A MCMULLAN
IFC SUBMITTAL DATE
NORTH CAROLINA
SEAL 047852
PROFESSIONAL ENG/ARCH STAMP
Page 2 of 6
DEMLR Monitoring Form Rev. 08082019
PART 2: STORMWATER PLANS AND CONTROLS: For each question below, mark the corresponding box as Yes, No or N/A. For all items marked "No", note
in Part 2A or 3A the Reference letter and provide the Corrective Action and location of the deficiency, the original date noted, and the date it was noted as being
rorrerted. NOTE- Reference letters may he used multinle times_
Reference
Part 2A: Storm Water Plans and Related Documents
Yes
No
NIA
A
Is the approval letter or certificate, COC and a copy of the NPDES Construction General Permit (CGP) on site?
(Readily available electronic copy of CGP is acceptable)
B
Is the approved plan on site and current?
C
Is the construction sequence being followed?
D
Have all areas within the approved limits of disturbance been inspected?
Reference
Corrective Actions
Inspection Date
Date Noted
as
Corrected
Reference
Part 213: Stormwater Pollutant Controls
Yes
No
NIA
E
Are erosion and sediment controls that are shown on the approved plan installed and operating properly with
no repairs needed?
F
Are stormwater controls that are shown on the approved plan installed and operating properly with no repairs
needed?
G
Are BMPs needed on any areas of the site where not otherwise indicated on the approved plan?
H
Vehicle Tracking: Are construction entrances operating properly with no repairs needed?
Soil Stabilization: Are areas of the site where construction activities have ceased been properly stabilized
within the required timeframes?
J
Are earthen stockpiles protected from sediment loss and/or stabilized, and located away or downhill from
drainage paths to water sources?
Page 5 of 6
DEMLR Monitoring Form Rev. 08082019
PART 3C: GROUND STABILIZATION: Must be recorded. at a minimum. after each Dhase.
Site area description and location where
construction activities have temporarily
or permanently ceased
Time
Limit for
Ground
Cover
(see table
below
Have
stabilization
measures
been
Installed?
Y/N
Temporary
or
Permanent
Stabilization
(T/P)
Is Ground
Cover
Sufficient
to Restrain
Erosion?
Y/N
Original
Inspection
Date
Describe Actions Needed
Corrective actions should be performed as
Date
Noted as
Corrected
soon as possible and before the next
storm event
GROUND STABILIZATION TIMEFRAMES
Site Area Description
Stabilization
Timeframe Variations
Perimeter dikes, swales and slopes
7 Days
None
High Quality Water HQW Zones
7 Days
None
Slopes Steeper than 3:1
7 Days
7 days for perimeter dikes, swales, slopes and HWQ zones
14 days for slopes 10 ft or less in length and not steeper than 2:1
10 days for Falls Lake Watershed
Slopes 3:1 to 4:1
14 Days
7 days for perimeter dikes, swales, slopes and HWQ zones
7 days for slopes greater than 50 ft in length
10 days for Falls Lake Watershed
All other areas with slopes flatter than 4:1
14 Days
7 days for perimeter dikes, swales, slopes and HWQ zones
10 days for Falls Lake Watershed
Page 3 of 6
DEMLR Monitoring Form Rev. 08082019
Reference
Part 2C: Non -Storm Water Pollutant Controls
Yes
No
NIA
K
Concrete, stucco, paint, etc. washouts: Are washouts properly located, installed, posted and operating with no
repairs needed?
L
Solid & hazardous wastes: Are trash, debris, and hazardous materials properly managed?
M
Sanitary waste: Are portable toilets properly located and operating with no visible repairs needed?
N
Equipment fluids: Are fuels, lubricants, hydraulic fluids, etc. contained so as not to enter surface and ground
waters?
For any items listed in this section, a full description of sedimentation is required in Part 3A. This includes, but may not be limited to: location, estimated amount
of sediment that has left the site and/or entered waters, apparent causes of the sediment loss, and what corrective actions need to be taken to prevent this from
recurrina.
Reference
Part 2D: Sedimentation
Yes
No
NIA
O
Are sediment or other pollutants noted beyond site boundaries?
P
Are BMPs detected as releasing sediment or other pollutants into receiving waters?
Page 6 of 6
DEMLR Monitoring Form Rev. 08082019
PART 31): NEW OR REVISED MEASURES: Erosion and sedimentation control measures, installed since the last inspection and as approved, should be
documented here or by initialing and dating each measure or practice shown on a copy of the approved erosion and sedimentation control plan. Revisions or
removal of measures should also be documented. List dimensions of measures such as Sediment Basins and Dissipator Pads. Corrective actions should be
included in Part 3A.
Measure ID or Location and Description
Proposed
Dimensions (ft.)
Actual
Dimensions (ft.)
Significant
Deviation*
from Plan?
(Y/N)
Date measure noted
as installed, revised
or removed
Installed (1)
Revised (R)
Removed (X)
*Significant deviation means any omission, alteration or relocation of an erosion or sedimentation control measure that prevents it from performing as intended.
PART 4: Sianature of Insoector
Financially Responsible
PartFRP / Permittee
County
INSPECTOR
Name
Employer
Inspector Type (Mark)
X
Address
FRP/Permittee
Agent/Designee
Phone Number
Email Address
By this signature, I certify in accordance with the NCG010000 permit & G.S. 113A-54.1 that this report is accurate and complete to the best of my knowledge.
Financially Responsible Party / Permittee or Agent / Designee
Date & Time of Inspection
PROPRIETARY & CONFIDENTIAL ALL RIGHTS RESERVED * DO NOT SCALE THIS DRAWING * USE DIMENSIONS ONLY
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 1001
NO. DATE IREVISION(S) DESCRIPTION
A 03-02-2020 90% DESIGN SUBMITTAL
B 08-25-20201 ISSUED FOR BID
BY CHK JAPPD DESCRIPTION
ABR JTG CAM AREA CODE
ABR JTG CAM ACCOUNT NUMBER
PROJECT NUMBER
DRAWING BY
APPROVALS
1853
DATE
N/A
INITIALS
NIA
REGIONAL
ENGINEER
0228711
DATE
N/A
INITIALS
N/A
MGR TECH
REC & STD
ABR
STATION ID I
DATE INITIALS
CHECKER INITIALS I JTG 08/25/2020 CAM
PRINCIPAL
ENGINEER
LINE 473
/r�DUKEr6111 Piedmont EROSION CONTROL DETAILS
ENERGY,, Natural Gas CLAYTON NC
COPYRIGHT 2018 GOLDSBORO RESOURCE CENTER, DUDLEY, NORTH CAROLINA
PRELIMINARY - NOT
FOR CONSTRUCTION
ISSUED FOR BID
REF. DWG(S)
SHEET(S) 29 OF 34 1 DWG SCALE
DWG DATE 03/02/2020 SUPERSEDED
DRAWING NUMBER
P N G -C-473-0001029
DISCIPLINE / RESOURCE CENTER / LINE NUMBER
1 "=50'
REVISION
B

BURNS & McDONNELL CONSULTANTS, INC.
STATE LICENSE # C-1435
CLAUDE A McMULLAN
IFC SUBMITTAL DATE
NORTH CAROLINA
SEAL 047852
PROFESSIONAL ENG/ARCH STAMP
GROUND STABILIZATION AND MATERIALS HANDLING PRACTICES FOR COMPLIANCE WITH
THE NCG01 CONSTRUCTION GENERAL PERMIT
Implementing the details and specifications on this plan sheet will result in the construction
activity being considered compliant with the Ground Stabilization and Materials Handling
sections of the NCGO1 Construction General Permit (Sections E and F, respectively). The
perm ittee shall comply with the Erasion and Sediment Control plan approved by the
delegated authority having jurisdiction. All details and specifications shown on this sheet
may not apply depending on site conditions and the delegated authority having jurisdiction.
SECTION E: GROUND STABILIZATION
Required Ground Stabilization
Timeframes
Stabilize within this
Site Area Description
many calendar
Timeframe variations
days after ceasing
land disturbance
(a) Perimeter dikes,
swales, ditches, and
7
None
perimeter slopes
(b) High Quality Water
7
None
(HQW) Zones
(c) Slopes steeper than
If slopes are 10' or less in length and are
3:1
7
not steeper than 2:1, 14 days are
allowed
-7 days for slopes greater than 50' in
length and with slopes steeper than 4:1
-7 days for perimeter dikes, swales,
(d) Slopes 3:1 to 4:1
14
ditches, perimeter slopes and HQW
Zones
-10 days for Falls Lake Watershed
-7 days for perimeter dikes, swales,
(e) Areas with slopes
ditches, perimeter slopes and HQW Zones
flatter than 4:1
14
-10 days for Falls Lake Watershed unless
there is zero slope
Note: After the permanent cessation of construction activities, any areas with temporary
ground stabilization shall be converted to permanent ground stabilization as soon as
practicable but in no case longer than 90 calendar days after the last land disturbing
activity. Temporary ground stabilization shall be maintained in a manner to render the
surface stable against accelerated erosion until permanent ground stabilization is achieved.
GROUND STABILIZATION SPECIFICATION
Stabilize the ground sufficiently s❑ that rain will not dislodge the soil. Use one of the
techniques in the table below:
Temporary Stabilization
Permanent Stabilization
• Temporary grass seed covered with straw or
• Permanent grass seed covered with straw or
other mulches and tacicifiers
other mulches and tacicifiers
• Hydroseeding
• Geotextile fabrics such as permanent soil
• Rolled erosion control products with or
reinforcement matting
without temporary grass seed
• Hydroseeding
• Appropriately applied straw or other mulch
• Shrubs or other permanent plantings covered
• Plastic sheeting
with mulch
• Uniform and evenly distributed ground cover
sufficient to restrain erosion
• Structural methods such as concrete, asphalt or
retaining walls
• Rolled erosion control products with grass seed
POLYACRYLAMIDES (PAMS) AND FLOCCULANTS
1. Select flocculants that are appropriate for the soils being exposed during
construction, selecting from the NC DWR List of Approved PAMS/FIocculants.
2. Apply flocculants at or before the inlets to Erosion and Sediment Control Measures.
3. Apply flocculants at the concentrations specified in the NC DWR List of Approved
PAMS/Flocculants and in accordance with the manufacturer's instructions.
4. Provide ponding area for containment of treated Stormwater before discharging
offsite.
5. Store flocculants in leak -proof containers that are kept under storm -resistant cover
or surrounded by secondary containment structures.
EQUIPMENT AND VEHICLE MAINTENANCE
1, Maintain vehicles and equipment to prevent discharge of fluids.
2. Provide drip pans under any stored equipment.
3. Identify leaks and repair as soon as feasible, or remove leaking equipment from the
project.
4. Collect all spent fluids, store in separate containers and properly dispose as
hazardous waste (recycle when possible).
5. Remove leaking vehicles and construction equipment from service until the problem
has been corrected.
6. Bring used fuels, lubricants, coolants, hydraulic fluids and other petroleum products
to a recycling or disposal center that handles these materials.
LITTER, BUILDING MATERIAL AND LAND CLEARING WASTE
1. Never bury or burn waste. Place litter and debris in approved waste containers.
2. Provide a sufficient nurn ber and size of waste containers (e.g dumpster, trash
receptacle) on site to contain construction and domestic wastes.
3. Locate waste containers at least 50 feet away from storm drain inlets and surface
waters unless no other alternatives are reasonably available.
4. Locate waste containers on areas that do not receive substantial amounts of runoff
from upland areas and does not drain directly to a storm drain, stream or wetland.
5. Cover waste containers at the end of each workday and before storm events or
provide secondary containment. Repair or replace damaged waste containers.
6. Anchor all lightweight items in waste containers during times of high winds.
7. Empty waste containers as needed to prevent overflow. Clean up immediately if
containers overflow.
8. Dispose waste off -site at an approved disposal facility.
9. On business days, clean up and dispose of waste in designated waste containers.
PAINT AND OTHER LIQUID WASTE
1. Do not dump paint and other liquid waste into storm drains, streams or wetlands.
2. Locate paint washouts at least 50 feet away from storm drain inlets and surface
waters unless no other alternatives are reasonably available.
3. Contain liquid wastes in a controlled area.
4. Containment must be labeled, sized and placed appropriately for the needs of site.
5. Prevent the discharge of soaps, solvents, detergents and other liquid wastes from
construction sites.
PORTABLE TOILETS
1. Install portable toilets on level ground, at least 50 feet away from storm drains,
streams or wetlands unless there is no alternative reasonably available. If 50 foot
offset is not attainable, provide relocation of portable toilet behind silt fence or place
on a gravel pad and surround with sand bags.
2. Provide staking or anchoring of portable toilets during periods of high winds Or in high
foot traffic areas.
3. Monitor portable toilets for leaking and properly dispose of any leaked material.
Utilize a licensed sanitary waste hauler to remove leaking portable toilets and replace
with properly operating unit.
EARTHEN STOCKPILE MANAGEMENT
1. Show stockpile locations on plans. Locate earthen -material stockpile areas at least
50 feet away from storm drain inlets, sediment basins, perimeter sediment controls
and surface waters unless it can be shown no other alternatives are reasonably
available.
2. Protect stockpile with silt fence installed along toe of slope with a minimum offset of
five feet from the toe of stockpile.
3. Provide stable stone access point when feasible.
4. Stabilize stockpile within the timeframes provided on this sheet and in accordance
with the approved plan and any additional requirements. Soil stabilization is defined
as vegetative, physical or chemical coverage techniques that will restrain accelerated
erosion on disturbed soils for temporary or permanent control needs.
-�► '•° NORTH. :CAROLINA
{ Envrronmentat, Quality
��•.IV
VA
ar►NLY � �
P�� 1FpT" LW'Hgi' KIM
MAE
ONSITE CONCRETE WASHOUT
STRUCTURE WITH LINER
Vff.h6LAhEX_CQQ
A
ill -A
6L LGGTaI � N rau
HR
L
�M STAPL[aCWa
FAC LSCATM ACreMuca IN
ro"
IOTa�G QS' I�LT
E 7W comcla S ►AAPQ[r
STSUCTI M SHALL : YAWAND
WNW Tit ma awl a"
RJAHM M Or IM iiFU1CTISFEi
COMM To PAW_ AaEdLFTE
HaXJM C5M VXH A %POW
IPAHr
ELM
le FRECIMM
ABIlVE GRA II J WASFIPUT
To NW"
31a NQLm ar4m
STRUCTURE
CONCRETE WASHOUTS
1. Do not discharge concrete or cement slurry from the site.
2. Dispose of, or recycle settled, hardened concrete residue in accordance with local
and state solid waste regulations and at an approved facility.
3. Manage washout from mortar mixers in accordance with the above item and in
addition place the mixer and associated materials on impervious barrier and within
lot perimeter silt fence.
4. Install temporary concrete washouts per local requirements, where applicable. If an
alternate method or product is to be used, contact your approval authority for
review and approval. If local standard details are not available, use one of the two
types of temporary concrete washouts provided on this detail.
5. Do not use concrete washouts for dewatering or storing defective curb or sidewalk
sections. Stormwater accumulated within the washout may not be pumped into or
discharged to the storm drain system or receiving surface waters. Liquid waste must
be pumped out and removed from project.
6. Locate washouts at least 50 feet from storm drain inlets and surface waters unless it
can be shown that no other alternatives are reasonably available. At a minimum,
install protection of storm drain inlet(s) closest to the washout which could receive
spills or overflow.
7. Locate washouts in an easily accessible area, on level ground and install a stone
entrance pad in front of the washout. Additional controls may be required by the
approving authority.
8. Install at least one sign directing concrete trucks to the washout within the project
limits. Post signage on the washout itself to identify this location.
9. Remove leavings from the washout when at approximately 75% capacity to limit
overflow events. Replace the tarp, sand bags or other temporary structural
components when no longer functional. When utilizing alternative or proprietary
products, follow manufacturer's instructions.
10. At the completion of the concrete work, remove remaining leavings and dispose of
in an approved disposal facility. Fill pit, if applicable, and stabilize any disturbance
caused by removal of washout.
HERBICIDES, PESTICIDES AND RODENTICIDES
1. Store and apply herbicides, pesticides and rodenticides in accordance with label
restrictions.
2. Store herbicides, pesticides and rodenticides in their original containers with the
label, which lists directions for use, ingredients and first aid steps in case of
accidental poisoning.
3. Do not store herbicides, pesticides and rodenticides in areas where flooding is
possible or where they may spill or leak into wells, stormwater drains, ground water
or surface water. if a spill occurs, clean area immediately.
4. Do not stockpile these materials onsite.
HAZARDOUS AND TOXIC WASTE
1. Create designated hazardous waste collection areas on -site.
2. Place hazardous waste containers under cover or in secondary containment.
3. ❑o not store hazardous chemicals, drums or bagged materials directly on the ground.
NCGO I GROUND STABILIZATION AND MATERIALS HANDLING
EFFECTIVE: 04/01/19
PROPRIETARY & CONFIDENTIAL ALL RIGHTS RESERVED * DO NOT SCALE THIS DRAWING * USE DIMENSIONS ONLY
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 1001
NO. DATE IREVISION(S) DESCRIPTION
A 03-02-2020 90% DESIGN SUBMITTAL
B 08-25-20201 ISSUED FOR BID
BY
CHK
JAPPD
DESCRIPTION
APPROVALS
ABR
JTG
CAM
AREA CODE
1853
DATE
N/A
INITIALS
NIA
REGIONAL
ENGINEER
ABR
JTG
CAM
ACCOUNT NUMBER
PROJECT NUMBER
0228711
DATE
N/A
INITIALS
N/A
MGR TECH
REC & STD
DRAWING BY
ABR
STATION ID
I
DATE
08/25/2020
INITIALS
CAM
PRINCIPAL
ENGINEER
CHECKER INITIALS
JTG
"h� DUKE I Piedmont
ENERGY Natural Gas
COPYRIGHT 2018
LINE 473
EROSION CONTROL DETAILS
CLAYTON, NC
GOLDSBORO RESOURCE CENTER, DUDLEY, NORTH CAROLINA
PRELIMINARY - NOT
FOR CONSTRUCTION
ISSUED FOR BID
REF. DWG(S)
SHEET(S) 30 OF 34 1 DWG SCALE
DWG DATE 03/02/2020 SUPERSEDED
DRAWING NUMBER
P N G -C-473-0001030
DISCIPLINE / RESOURCE CENTER / LINE NUMBER
1 "=50'
REVISION
B

BURNS & McDONNELL CONSULTANTS, INC.
STATE LICENSE # C-1435
CLAUDE A. McMULLAN
IFC SUBMITTAL DATE
NORTH CAROLINA
SEAL 047852
PROFESSIONAL ENG/ARCH STAMP
2" X 2" WOODEN STAKE (TYP.)
I
2 LAYERS OF 2' X 2' X 4' SECURELY
TIED BALES OF HAY OR STRAW
GEOTEXTILE FABRIC
I
1
\
I
1
I
INSTALL A LAYER OF "HIGH
EFFICIENCY AIR FILTER MEDIA"
BETWEEN ROWS OF HAY OR
STRAW BALES
CHICKEN SIRE FENCE SECURED
TO 2" X 2" WOODEN POSTS.
WIRE TO EXTEND BENEATH BALES.
:OTEXTILE FABRIC TO BE
STALLED BEHIND WIRE FENCE
NATURAL GRADE
NOTES:
INSTALL GEOTEXTILE
FABRIC BENEATH ENTIRE
DEWATERING STRUCTURE
TO PREVENT SCOURING
1
900 2
1. STAKES SECURING "HIGH EFFICIENCY AIR
FILTER MEDIA" AND CHICKEN WIRE FENCE
ARE NOT SHOWN FOR CLARITY PROPOSES
SECTION rA
NOT TO SCALE 111,_j
o1% r%II ran /r-r1Tr-ram rllrlr-
SECTION B
NOT TO SCALE
NOTES:
1. STRUCTURE SHALL BE PLACED ON A SUITABLE, WELL
VEGETATED SITE SUCH THAT WATER WILL FLOW AWAY
FROM STRUCTURE AND ANY WORK AREAS.
2. FLOW RATES THROUGH DISCHARGE AND DIVERTER PIPES
SHALL BE SUCH THAT STRUCTURE WILL NOT OVERFLOW OR
AT A RATE NOT GREATER THAN SPECIFIED BY ANY AGENCY
PERMIT IF APPLICABLE.
3. WHERE CONDITIONS WARRANTED, A 30" X 30"
RECTANGULAR STRUCTURE MAY BE SUBSTITUTED FOR THE
CIRCULAR CONFIGURATION SHOWN.
4. DIMENSIONS SHOWN ARE THE MINIMUM ACCEPTABLE
VALUES AND MAY VARY DEPENDING ON SPECIFIC LOCATION.
5. CONTRACTOR SHALL PROPERLY REMOVE AND DISPOSE OF
DEWATERING STRUCTURE IMMEDIATELY UPON COMPLETION
OF DEWATERING PROCEDURE. UNDER NO CIRCUMSTANCES
SHALL USED DEWATERING STRUCTURES BE LEFT IN PLACE
FOR ANY PERIOD OF TIME GREATER THAN 48 HOURS AFTER
TO COMPLETION OF DEWATERING PROCEDURE.
DETAIL
SCALE: NTS
DEWATER DETAIL
PROPRIETARY & CONFIDENTIAL ALL RIGHTS RESERVED * DO NOT SCALE THIS DRAWING * USE DIMENSIONS ONLY
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 1001
NO. DATE IREVISION(S) DESCRIPTION
A 03-02-2020 90% DESIGN SUBMITTAL
B 08-25-20201 ISSUED FOR BID
BY CHK JAPPD DESCRIPTION
MJD CNS CAM AREA CODE
MJD CNS CAM ACCOUNT NUMBER
PROJECT NUMBER
DRAWING BY
APPROVALS
1853
DATE
N/A
INITIALS
NIA
REGIONAL
ENGINEER
0228711
DATE
N/A
INITIALS
NIA
MGR TECH
REC & STD
MJD
STATION ID I
DATE INITIALS
CHECKER INITIALS I CNS 08/25/2020 CAM
PRINCIPAL
ENGINEER
LINE 473
p/r� DUKEr6lj�Piedmont CONSTRUCTION DETAILS
�C ENERGY,: Natural Gas
CLAYTON, NC
COPYRIGHT 2018 GOLDSBORO RESOURCE CENTER, DUDLEY, NORTH CAROLINA
PRELIMINARY - NOT
FOR CONSTRUCTION
ISSUED FOR BID
SHEET(S) 31 OF 34 1 DWG SCALE
DWG DATE 03/02/2020 ISUPERSEDED
DRAWING NUMBER
P N G -C-473-0001033
DISCIPLINE / RESOURCE CENTER / LINE NUMBER
NONE
REVISION
B

TEMP.
R.O.W.
BOUNDARY
TRENCH, SPOIL
AND /OR
TRAVEL LANE -
TEMPORARY
FILL
12" MAXIMUM
(SEE NOTE 3)
q
TRENCH
05
(AS REQUIRED SEE NOTE 3)
15'
IL SIDE
50'
PERMANENT EASEMENT
(SEE NOTE 2)
WORKING SIDE
TOPSOIL
SALVAGE LIMIT
DE
25'
TEMPORARY
WORKSPACE
75'
CONSTRUCTION RIGHT-OF-WAY (SEE NOTE 2)
NOTES:
TEMP.
R.O.W.
BOUNDARY
TEMPORARY
CUT
1. SIDE HILL CONSTRUCTION CUT AND FILL SHALL BE ALLOWED WHENEVER, IN THE OPINION OF
THE CONTRACTOR, STEEP SIDE HILL CONSTRUCTION IS WARRANTED FOR PERSONNEL AND/ OR
EQUIPMENT SAFETY CONSIDERATIONS.
2. CONSTRUCTION RIGHT-OF-WAY WILL TYPICALLY BE 80 FEET WIDE CONSISTING OF 50 FEET OF
PERMANENT EASEMENT AND 25 FEET OF TEMPORARY WORKSPACE.
3. THIS DRAWING REFLECTS "TRENCH, SPOIL, AND WORKING SIDE" TOPSOIL STRIPPING
PROCEDURES AS NEEDED FOR HILL SIDE LEVELING. SALVAGE TOPSOIL OVER TRENCH UNDER
THE SPOIL PILE AND FROM TEMPORARY CUT AND FILL AREAS AT LOCATIONS IDENTIFIED ON
THE CONSTRUCTION ALIGNMENT SHEETS OR AS DIRECTED BY THE COMPANY'S INSPECTOR.
4. STOCKPILE TOPSOIL AS SHOWN OR IN ANY CONFIGURATION APPROVED BY THE COMPANY'S
REPRESENTATIVE. KEEP TOPSOIL CLEAN OF ALL CONSTRUCTION DEBRIS.
5. LEAVE GAPS IN TOPSOIL AND SPOIL POLES AT OBVIOUS DRAINAGES. DO NOT PUSH TOPSOIL
INTO CREEKS OR WETLANDS. DO NOT USE TOPSOIL FOR PADDING. AVOID SCALPING
VEGETATED GROUND SURFACE WHEN BACKFILLING TOPSOIL PILE.
6. TEMPORARY SUSPEND TOPSOIL HANDLING OPERATIONS DURING INORDINATELY WINDY
CONDITIONS UNTIL MITIGATIVE MEASURES TO MINIMIZE WIND EROSION CAN BE IMPLEMENTED.
7. EROSION AND SEDIMENT CONTROL PROVIDED ON SEPARATE DETAILS.
8. ALL DIMENSIONS INDICATED SHALL BE DETERMINED BY ACTUAL CONSTRUCTION CONDITIONS.
BURNS & McDONNELL CONSULTANTS, INC.
STATE LICENSE # C-1435
CLAUDE A. McMULLAN
IFC SUBMITTAL DATE
NORTH CAROLINA
SEAL 047852
PROFESSIONAL ENG/ARCH STAMP
DETAIL
SCALE: NTS
��
TYPICAL FULL TOPSOIL SEPARATION SIDE HILL
I
TEMP ESMT
BOUNDARY
R/W C/L R/W
BOUNDARY TRENCH BOUNDARY
SILT FENCE
AS REQUIRED
I i I
TRENCH SPOIL
SEE NOTE 7
SILT FENCE
I I I
AS REQUIRED
TOPSOIL
I o a
I-1T-III-111 I�- o I IIIII-III-III-III= I -I=
� I
OPTIONAL / ADDITIONAL w
TOPSOIL STORAGE
+/- 32' I 1 +/-12'
+/- 57' WORKING SIDE
+/-25' MIN. / VARIES
TEMPORARY WORKSPACE
+/- 18' SPOIL SIDE
+/- 50'
PERMANENT EASEMENT
+/- 75'
CONSTRUCTION RIGHT-OF-WAY
NOTES:
1. CONSTRUCTION RIGHT-OF-WAY WILL TYPICALLY BE 100 FEET WIDE CONSISTING OF 70 FEET OF
PERMANENT EASEMENT AND 30 FEET OF TEMPORARY WORKSPACE. EXTRA TEMPORARY WORK
SPACE MAY BE NECESSARY AT MAJOR ROAD AND OTHER SPECIAL CIRCUMSTANCES, AS
REQUIRED. CERTAIN SITUATIONS MAY REQUIRE A NARROWER WIDTH.
2. STOCKPILE TOPSOIL AS SHOWN OR IN ANY CONFIGURATION APPROVED BY THE COMPANY'S
INSPECTOR. KEEP TOPSOIL CLEAN OF ALL CONSTRUCTION DEBRIS.
3. LEAVE GAPS IN TOPSOIL AND SPOIL PILES AT OBVIOUS DRAINAGE LOCATIONS. DO NOT PUSH
TOPSOIL INTO CREEKS OR WETLANDS. DO NOT USE TOPSOIL FOR PADDING.
4. AVOID SCALPING VEGETATED GROUND SURFACE WHEN BACKFILLING SPOIL AND TOPSOIL PILES.
5. SAME LAYOUT APPLIES WHERE CONSTRUCTION R/W DOES NOT ABUT EXISTING R/W.
6. TEMPORARILY SUSPEND TOPSOIL HANDLING OPERATIONS DURING INORDINATELY WINDY
CONDITIONS UNTIL MITIGATIVE MEASURES TO MINIMIZE WIND EROSION CAN BE IMPLEMENTED.
7. TOPSOIL AND TRENCH SPOIL RELATIVE POSITIONS CAN, AS DIRECTED BY THE COMPANY'S
INSPECTOR, BE REVERSED.
DETAIL 2
SCALE: NTS
TYPICAL WORKSPACE
t.. I r &
T cap—
efto
Wad to ft4 UK000
F&-ictrode
Antenna
a&I am • -m■dw milli Noon: I
E
Ectfib Lead Wre,
ra. jo-0 -% i,�rF zd—�Z a r► r� f w
do
cap
■
ir
to -F,
III. qp 4 jr -�M
ip 01 % 11101, 00 1p * V ft % 4P 69 ok ap W 6%
0:60 a IP 0 ft
ft ft
ip IV r aw ■ �# f do �# db � , i � 111101, ' # ce dp 9p iVff 9p .ift. �'k # i db
qw ,�0 --6ii # ii%# � Nib# * ik i• ii i**
40
M ' ' - .
Aw
dp % is 10*ap %
*lp
#01 # i +
# 41111111 r ,f,
i S} ■ R i V
IP .0%0 v IL 4%, ir%X
.ter
JP wo, I& , w ow Ono, W do 40joft% 6111 0"jb'. &* 40
# # � _ t om -ft _ _ � ; _� _ � _ � # -� _ �" - E ft
r1i ai i i �i - - i i i - - - - - - - L
DETAIL 3
SCALE: NTS
��
TYPICAL CP TEST STATION
PRELIMINARY - NOT
FOR CONSTRUCTION
ISSUED FOR BID
PROPRIETARY & CONFIDENTIAL ALL RIGHTS RESERVED * DO NOT SCALE THIS DRAWING * USE DIMENSIONS ONLY
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 1001
NO.
DATE
REVISION(S) DESCRIPTION
BY
CHK
APPD
I DESCRIPTION
APPROVALS
/rONDUKEr6111 Piedmont
� ENERGY: Natural Gas
COPYRIGHT 2018
LINE 473
CONSTRUCTION DETAILS
CLAYTON� NC
GOLDSBORO RESOURCE CENTER, DUDLEY, NORTH CAROLINA
SHEET(S) 32 OF 34
DWG SCALE
A
03-02-2020
90% DESIGN SUBMITTAL
MJD
CNS
CAM
AREA CODE
1853
DATE
N/A
INITIALS
NIA
REGIONAL
ENGINEER
DWG DATE 03102/2020
SUPERSEDED -
B
08-25-2020
ISSUED FOR BID
MJD
CNS
CAM
ACCOUNT NUMBER
PROJECT NUMBER
0228711
DATE
N/A
INITIALS
NIA
MGR TECH
REC&STD
DRAWING NUMBER
P N G - C- 473-0001034
DRAWING BY
MJD
STATION ID
DATE
08/25/2020
INITIALS
CAM
PRINCIPAL
ENGINEER
CHECKER INITIALS
CNS
DISCIPLINE / RESOURCE CENTER / LINE NUMBER
NONE
REVISION
B

PROFILE VIEW 2
BURNS & McDONNELL CONSULTANTS, INC.
STATE LICENSE # C-1435
CLAUDE A McMULLAN
IFC SUBMITTAL DATE
NORTH CAROLINA
SEAL 047852
PROFESSIONAL ENG/ARCH STAMP
PLAN
PROFILE VIEW 1
SEE NOTE 9
---------- Q------
PROFILE VIEW 2
1. THIS TYPE OF BRIDGE IS GENERALLY USED ON NARROW CROSSINGS, LESS THAN 20 FEET
WIDE WITH APPROPRIATE BANK CONFIGURATION. MULTIPLE MATS MAY BE LAYERED FOR
HEAVIER EQUIPMENT CROSSINGS.
2. BRIDGE IS ANCHORED AND/OR TIED OFF TO ANCHOR BLOCKS FOR STABILITY. BRIDGE
SHOULD BE TEMPORARILY REMOVED IF HIGH WATER RENDERS IT UNSAFE TO USE.
3. IF REQUIRED, UTILIZE APPROACH FILLS OF CLEAN GRANULAR MATERIAL, SWAMP MATS,
SKIDS OR OTHER SUITABLE MATERIALS TO AVOID CUTTING THE BANKS WHEREVER FEASIBLE.
ENSURE ADEQUATE FREEBOARD. AS REQUIRED, ENSURE THAT FILL MATERIAL IF USED DOES
NOT SPILL INTO WATERCOURSE INCLUDING REMOVAL OF DIRT FROM DECK DURING
OPERATION.
4. CONSTRUCT SEDIMENT BARRIERS ACROSS THE ENTIRE CONSTRUCTION R.O.W. TO PREVENT
SILT LADEN WATER AND SPOIL FROM FLOWING BACK INTO WATERBODY. BARRIERS MAY BE
TEMPORARILY REMOVED TO ALLOW CONSTRUCTION ACTIVITIES BUT MUST BE REPLACED BY
THE END OF EACH WORK DAY. SILT FENCE, COIR WATTLES OR SANDBAGS MAY BE USED
INTERCHANGEABLY.
5. REMOVE BRIDGES AS SOON AS POSSIBLE AFTER PERMANENT SEEDING UNLESS OTHERWISE
DIRECTED BY COMPANY REPRESENTATIVE. THE STRUCTURE IS TO BE REMOVED IF THERE IS
MORE THAN ONE MONTH BETWEEN FINAL GRADING AND SEEDING, AND ALTERNATIVE
ACCESS TO THE CONSTRUCTION R.O.W. IS AVAILABLE.
6. DISPOSE OF ANY ROCK AS DIRECTED BY COMPANY REPRESENTATIVE.
7. RESTORE AND STABILIZE BED AND BANKS TO APPROXIMATE PRE -CONSTRUCTION
CONDITIONS.
8. TIMBER MATTING BOARDS SHALL BE PLACED IN TWO LAYERS, ONE AFTER ANOTHER ALONG
THE ENTIRE LENGTH OF BRIDGE SUCH THAT THE TWO LAYERS ARE PERPENDICULAR TO
EACH OTHER
9. GEOSYNTHETIC FABRIC SHALL BE PLACED BETWEEN THE TWO PERPENDICULAR LAYERS OF
MATS AND WRAPPED UP THE SIDES OF THE TOP MAT. RUNNING BOARDS SHALL BE
INSTALLED ALONG THE LENGTH OF BRIDGE TO PREVENT SEDIMENT LOSS OVER THE EDGES
OF THE TOP MAT.
DETAIL �
SCALE: NTS
TYPICAL TIMBER MAT WATERBODY BRIDGE
PROPRIETARY & CONFIDENTIAL ALL RIGHTS RESERVED * DO NOT SCALE THIS DRAWING * USE DIMENSIONS ONLY
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 1001
NO. DATE IREVISION(S) DESCRIPTION
A 03-02-2020 90% DESIGN SUBMITTAL
B 08-25-20201 ISSUED FOR BID
BY CHK JAPPD DESCRIPTION
MJD CNS CAM AREA CODE
MJD CNS CAM ACCOUNT NUMBER
PROJECT NUMBER
DRAWING BY
APPROVALS
1853
DATE
N/A
INITIALS
N/A
REGIONAL
ENGINEER
0228711
DATE
N/A
INITIALS
N/A
MGR TECH
REC & STD
MJD
STATION ID I
DATE INITIALS
CHECKER INITIALS I CNS 08/25/2020 CAM
PRINCIPAL
ENGINEER
LINE 473
"DUKE Piedmont CONSTRUCTION DETAILS
'"ENERGY, Natural Gas
CLAYTON, NC
COPYRIGHT 2018 GOLDSBORO RESOURCE CENTER, DUDLEY, NORTH CAROLINA
PROFILE VIEW 1
PRELIMINARY - NOT
FOR CONSTRUCTION
ISSUED FOR BID
SHEET(S) 33 OF 34 I DWG SCALE
DWG DATE 03/02/2020 ISUPERSEDED
DRAWING NUMBER
P N G -C-473-0001035
DISCIPLINE / RESOURCE CENTER / LINE NUMBER
NONE
REVISION
B