20201823 Ver 1_1.7.1_MX5694600_20201016_90%DesignSubmittal_20210112

GENERAL NOTES
BURNS & McDONNELL CONSULTANTS, INC.
STATE LICENSE # C-1435
CLAUDE A McMULLAN
IFC SUBMITTAL DATE
NORTH CAROLINA
SEAL 047852
PROFESSIONAL ENG/ARCH STAMP
PROJECT It
I nnATInKI
HALIFAX COUNTY
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B E LLAMY LAKE ROAD
ENFIELD, NORTH CAROLINA, 27823
NOTE: LATITUDE/LONGITUDE TO BE VERIFIED BY AS -BUILT SURVEY.
x
DRAWING INDEX
DRAWING NUMBER
DRAWING TITLE
SHEET NO.
REV.
PNG-G-027-0001051
COVER SHEET & DRAWING INDEX
01 OF 20
A
PNG-G-027-0001052
CIVIL GENERAL NOTES, LEGENDS & ABBREVIATIONS
02 OF 20
A
PNG-G-027-0001053
BILL OF MATERIALS
03 OF 20
A
PNG-C-027-0001119
ACCESS ROUTE PLAN
04 OF 20
A
PNG-C-027-0001120
ALIGNMENT PLAN & PROFILE
05 OF 20
A
PNG-C-027-0001121
ALIGNMENT PLAN & PROFILE
06 OF 20
A
PNG-C-027-0001122
ALIGNMENT PLAN & PROFILE
07 OF 20
A
PNG-C-027-0001123
HDD DETAIL SHEET 1 - FISHING CREEK
08 OF 20
A
PNG-C-027-0001124
HDD DETAIL SHEET 2 - FISHING CREEK
09 OF 20
A
PNG-C-027-0001125
EAST AND WEST TIE-IN DETAILS
10 OF 20
A
PNG-C-027-0001127
OVERALL ES&PC PLAN
11 OF 20
A
PNG-C-027-0001128
ES&PC GENERAL NOTES
12 OF 20
A
PNG-C-027-0001129
ES&PC PLAN
13 OF 20
A
PNG-C-027-0001130
EROSION CONTROL DETAILS
14 OF 20
A
PNG-C-027-0001131
EROSION CONTROL DETAILS
15 OF 20
A
PNG-C-027-0001132
EROSION CONTROL DETAILS
16 OF 20
A
PNG-C-027-0001135
CONSTRUCTION DETAILS
17 OF 20
A
PNG-C-027-0001136
CONSTRUCTION DETAILS
18 OF 20
A
PNG-C-027-0001140
GEOTECHNICAL BORING LOGS
19 OF 20
A
PNG-C-027-0001141
GEOTECHNICAL BORING LOGS
20 OF 20
A
1. INSTALLER SHALL FURNISH ALL MATERIALS NOT PROVIDED BY THE COMPANY (UNLESS OTHERWISE
NOTED ON DRAWINGS OR SPECIFICATIONS) INCLUDING EQUIPMENT TRANSPORTATION AND
SERVICES, AND PERFORM 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 DUKE
NATURAL GAS BUSINESS UNIT (NGBU) 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 DUKE NGBU
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 THE DUKE NGBU'S PRESSURE TESTING
STANDARD, PER PERTINENT DUKE NGBU DESIGN AND CONSTRUCTION STANDARDS.
8. INSTALLER SHALL DEWATER ALL HYDROSTATICALLY TESTED PIPING, USING CLEANING PIGS AS
REQUIRED, AND DRY TO A DEWPOINT OF -40 °F PER PERTINENT DUKE NGBU 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 DUKE NGBU 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 DUKE NGBU 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 DUKE NGBU 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 DUKE NGBU 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 MATERIAL 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 ALL SAFETY
PRECAUTIONS.
14. MINIMUM DEPTH OF BURIAL SHALL BE PER PERTINENT DUKE NGBU 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 DUKE NGBU 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 DUKE NGBU DESIGN AND CONSTRUCTION
STANDARDS.
18. BOLTS FOR FLANGES TO BE TORQUED PER PERTINENT DUKE NGBU DESIGN AND CONSTRUCTION
STANDARDS.
CIVIL AND STRUCTURAL NOTES
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 DUKE NGBU 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 A82.
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 DUKE NGBU DESIGN AND
CONSTRUCTION STANDARDS.
*PROPRIETARY & CONFIDENTIAL *ALL RIGHTS RESERVED *DO NOT SCALE THIS DRAWING *USE DIMENSIONS ONLY
DUKE ENERGY & PIEDMONT NATURAL GAS DRAWINGS ARE CONFIDENTIAL *DRAWING IS CURRENT ONLY THROUGH THE LATEST REVISED DATE *TO ENSURE THERE IS NO RISK OF INAPPROPRIATE DISCLOSURE, ALL PREVIOUS PAPER COPIES OF THIS DRAWING MUST BE DESTROYED IN ACCORDANCE WITH RECORDS & INFO MANAGEMENT (RIM)
NO.1 DATE I REVISION(S) DESCRIPTION
A 110-16-20201 ISSUED FOR 90% REVIEW
BY CHK I APPD DESCRIPTION
MJD ARR CAM AREA CODE 1910
ACCOUNT NUMBER 10700
PROJECT NUMBER MX5694600
DRAWING BY MJD
STATION ID
CHECKER INITIALS ARR
DATE
N/A
DATE
N/A
DATE
10/16/2020
INITIALS
N/A
INITIALS
N/A
INITIALS
CAM
APPROVALS
REGIONAL
ENGINEER
(' DUKE
Cc ENERGY
MGR TECH
REC & STD
PRINCIPAL
ENGINEER
011 Piedmont
Natural Gas
COPYRIGHT 2018
BELLAMY LAKE ROAD DOT RELOCATION
COVER SHEET & DRAWING INDEX
ENFIELD, NORTH CAROLINA
TARBORO RESOURCE CENTER, TARBORO, NORTH CAROLINA
�BURNS PRELIMINARY - NOT
MMONNELL FOR CONSTRUCTION
CONSULTANTS, INC. ISSUED FOR 90% REVIEW
SHEET(S) 1 OF 2 1 DWG SCALE NOT TO SCALE
DWG DATE 10/16/2020 1 SUPERSEDED
DRAWING NUMBER REVISIO
PNG-G-027-0001051 A
DISCIPLINE / RESOURCE CENTER / LINE NUMBER

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BURNS & McDONNELL CONSULTANTS, INC.
STATE LICENSE # C-1435
CLAUDE A MCMULLAN
IFC SUBMITTAL DATE
NORTH CAROLINA
SEAL 047852
PROFESSIONAL ENG/ARCH STAMP
ROAD ASPHALT
ROAD CONCRETE
ROAD CURB
ROAD DIRT
ROAD GRAVEL
ROAD CENTERLINE
DRIVEWAY ASPHALT
DRIVEWAY GRAVEL
DRIVEWAY CONCRETE
PAVEMENT ASPHALT
DITCH/STREAM CENTERLINE
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 GRAVEL SURFACE COURSE
WETLANDS
CONTRACTOR HAUL ROUTE
■NI
PROPOSED PIPELINE
PROPOSED PERMANENT EASEMENT
PROPOSED TEMPORARY WORKSPACE
GENERAL NOTES:
1. THE EXISTING SITE UTILITIES AND FEATURES SHOWN ARE BASED ON A FIELD RUN TOPOGRAPHIC
SURVEY PERFORMED BY MASER CONSULTING IN SEPTEMBER, 2020.
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:
& EMERGENCY 911
b. (CONSTRUCTION) XXX-XXX-XXXX
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 PNG-C-027-XXXXXXX THROUGH PNG-C-027-XXXXXXX 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.
4. 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:
1. 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
DUKE ENERGY & PIEDMONT NATURAL GAS DRAWINGS ARE CONFIDENTIAL *DRAWING IS CURRENT ONLY THROUGH THE LATEST REVISED DATE *TO ENSURE THERE IS NO RISK OF INAPPROPRIATE DISCLOSURE, ALL PREVIOUS PAPER COPIES OF THIS DRAWING MUST BE DESTROYED IN ACCORDANCE WITH RECORDS & INFO MANAGEMENT (RIM)
NO.1 DATE REVISION(S) DESCRIPTION
A 110-16-20201 ISSUED FOR 90% REVIEW
BY CHK I APPD DESCRIPTION
MJD ARR CAM AREA CODE 1910 DATE
ACCOUNT NUMBER 10700 N/A
PROJECT NUMBER MX5694600 DATE
DRAWING BY MJD N/A
STATION ID I
DATE
CHECKER INITIALS ARR 10/16/2020
APPROVALS
INITIALS REGIONAL BELLAMY LAKE ROAD DOT RELOCATION
NIA
ENGINEER
INITIALS MGR TECH %DUKE Piedmont CIVIL GENERAL NOTES LEGENDS & ABBREVIATIONS
NIA � ENERGY 0111 Natural Gas ,
REC&STD ENFIELD, NORTH CAROLINA
INITIALS PRINCIPAL
CAM ENGINEER COPYRIGHT 2018 TARBORO RESOURCE CENTER, TARBORO, NORTH CAROLINA
PRELIMINARY - NOT
FOR CONSTRUCTION
ISSUED FOR 90% REVIEW
SHEET(S) 2 OF 20 DWG SCALE NOT TO SCALE
DWG DATE 10/16/2020 SUPERSEDED
DRAWING NUMBER REVISIO
PNG-G-027-0001052 A
DISCIPLINE / RESOURCE CENTER / LINE NUMBER

BURNS & McDONNELL CONSULTANTS, INC.
STATE LICENSE # C-1435
CLAUDE A. McMULLAN
IFC SUBMITTAL DATE
NORTH CAROLINA
SEAL 047852
PROFESSIONAL ENG/ARCH STAMP
Maximo Part #
BOM
Legacy
Data
Source
Qty
Retired?
Description
#
Number
Sheet?
System
1
13520
1550838
PNG
3600 FT
PIPE, 8" I PS, 40' LG, PLAIN ENDS, EXTRUDED, SDR 11.5, 76 LB, PE 2708 (PE 2406), ASTM D2513
2
13536
1551318
PNG
4
ELBOW, PI PE, 8" 1 PS, BUTT FUSION, 90 DEG, PE 2708 (PE 2406), ASTM D3261, SDR 11
3
13540
1552623
PNG
4
ELBOW, PI PE, 8" 1 PS, BUTT FUSION, 45 DEG, PE 2708 (PE 2406), ASTM D3261, SDR 11
4
13538
50092525
PNG
2
COUPLI NG, PI PE, 8" 1 PS, ELECTROFUSI ON, PE 4710, ASTM F1055, 64 LB @ 73.4 DEG, PRODUCT CODE
AE06-20 STD P KG/4
5
13676
1553683
PNG
2
CAP, P I P E, 8" 1 PS, B UTT F US I ON, P E 2708 (P E 2406) , ASTM D2513/ASTM F 1055, S D R 11, C E NTRAL
PLASTICSPART# 691082200000 *******DRISCOPIPE 6500 PART# 65MO80110CPSTY******* PLEXCO
YELLOWPIPE369209 PLEXCO *******UPONOR UAC 2000 PART# 5158630000810
*PROPRIETARY & CONFIDENTIAL *ALL RIGHTS RESERVED *DO NOT SCALE THIS DRAWING *USE DIMENSIONS ONLY
DUKE ENERGY & PIEDMONT NATURAL GAS DRAWINGS ARE CONFIDENTIAL *DRAWING IS CURRENT ONLY THROUGH THE LATEST REVISED DATE *TO ENSURE THERE IS NO RISK OF INAPPROPRIATE DISCLOSURE, ALL PREVIOUS PAPER COPIES OF THIS DRAWING MUST BE DESTROYED IN ACCORDANCE WITH RECORDS & INFO MANAGEMENT (RIM)
NO.1 DATE I REVISION(S) DESCRIPTION
A 110-16-20201 ISSUED FOR 90% REVIEW
BY CHK I APPD DESCRIPTION
MJD ARR CAM AREA CODE 1910
ACCOUNT NUMBER 10700
PROJECT NUMBER MX5694600
DRAWING BY MJD
STATION ID
CHECKER INITIALS I ARR
APPROVALS
DATE
INITIALS
N/A
NIA
REGIONAL
ENGINEER
DATE
INITIALS
MGR TECH
N/A
NIA
REC & STD
DATE
INITIALS
PRINCIPAL
10/16/2020
CAM
ENGINEER
BELLAMY LAKE ROAD DOT RELOCATION
DUENERr6livaturaliedt BILL OF MATERIALS
ENFI ELD, NORTH CAROLINA
COPYRIGHT 2018 TARBORO RESOURCE CENTER, TARBORO, NORTH CAROLINA
PRELIMINARY - NOT
FOR CONSTRUCTION
ISSUED FOR 90% REVIEW
SHEET(S) 3 OF 2 1 DWG SCALE NOT TO SCALE
DWG DATE 10/16/2020 1 SUPERSEDED
DRAWING NUMBER REVISIO
PNG-G-027-0001153 A
DISCIPLINE / RESOURCE CENTER / LINE NUMBER

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PROPRIETARY & CONFIDENTIAL ALL RIGHTS RESERVED * DO NOT SCALE THIS DRAWING * USE DIMENSIONS ONLY
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CONTRACTOR
ACCESS ROUTE
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
REPRESENTATIVE.
6. WHEN NOT ENGAGED IN CONSTRUCTION ACTIVITIES, CONTRACTOR'S EQUIPMENT
AND VEHICLES SHALL BE PARKED IN THE STAGING AREA.
7. ACCESS POINTS, HAUL ROUTES, STAGING AREA, AND ANY OTHER AREAS
DISTURBED BY THE CONTRACTOR SHALL BE RESTORED TO THEIR ORIGINAL
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.
2. ALL CONSTRUCTION EQUIPMENT AND VEHICLES SHALL BE MARKED WITH
COMPANY DESIGNS, INSIGNIAS, OR OTHER MARKINGS, WHICH ARE CLEARLY
VISIBLE.
3. CONSTRUCTION EQUIPMENT SHALL HAVE AUTOMATIC SIGNALING DEVICES TO
SOUND AN ALARM WHEN MOVING IN REVERSE.
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
PAVEMENTS TO THEIR ORIGINAL CONDITION TO THE SATISFACTION OF THE
CLIENT REPRESENTATIVE.
PIEDMONT'S NATURAL GAS FACILITY DRAWINGS ARE CONSIDERED CONFIDENTIAL (OM-1095) * DRAWING IS CURRENT ONLY THROUGH THE LATEST REVISED DATE * TO INSURE THERE IS NO RISK OF INAPPROPRIATE DISCLOSER 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
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APPROVALS
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ENERGY: 0111 Natural Gas
COPYRIGHT 2018
BELLAMY LAKE ROAD DOT RELOCATION
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TARBORO RESOURCE CENTER, TARBORO, NORTH CAROLINA
A
10-16-2020
ISSUED FOR 90% REVIEW
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DATE
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DATE
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REC&STD
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STATION ID
DATE
10/16/2020
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CAM
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0 200' 400'
SCALE IN FEET
LIMITS OF DISTURBED AREA
PIPELINE PROJECT: 3.20 AC
POINT OF CONTACT (MAINTENANCE):
BRANDON TAYLOR (XXX)-XXX-XXXX
PRELIMINARY - NOT
FOR CONSTRUCTION
90% DESIGN SUBMITTAL
SHEET(S) 4 OF 20 1 DWG SCALE AS NOTED
DWG DATE 10/16/2020 SUPERSEDED
DRAWING NUMBER REVISION
PNG-C-027-0001119 A
DISCIPLINE / RESOURCE CENTER / LINE NUMBER

PIN: 3867-00-77-2124
PIN: 3867-00-86-4556
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OWNERSHIP
BELLAMY LAKE ROAD
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ROCKY ROAD FARMS LLC
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OWNERSHIP
FREDERICK M. DUNN & ELAINE T. DUNN
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60'
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GENERAL NOTES:
PROPOSED PIPELINE SHALL BE CONSTRUCTED AND INSTALLED IN ACCORDANCE WITH PIEDMONT
NATURAL GAS' DESIGN AND CONSTRUCTION MANUALS, LATEST EDITION.
ALL EQUIPMENT MUST ACCESS THE SITE ALONG THE CONSTRUCTION
RIGHT-OF-WAY OR FROM APPROVED ACCESS ROADS.
CONTRACTOR SHALL SUBMIT ANY REQUESTS FOR DEVIATION FROM THIS
DESIGN FOR REVIEW PRIOR TO CONSTRUCTION.
CONTRACTOR SHALL DISPOSE OF EXCESS DRILLING FLUID AS DIRECTED BY THE
COMPANY REPRESENTATIVE IN ACCORDANCE WITH PERMIT CONDITIONS, UNDER NO
CIRCUMSTANCES SHALL DRILLING FLUID BE DISPOSED OF IN WATER BODIES OR WETLANDS. THE
ENTRY AND EXIT POINTS SHALL BE CONTAINED AND
COLLECTED TO THE EXTENT PRACTICAL AND DISPOSED OF AS DIRECTED BY THE COMPANY
REPRESENTATIVE IN ACCORDANCE WITH PERMIT CONDITIONS.
EXISTING UNDERGROUND UTILITIES SHOWN ARE APPROXIMATE AND ARE TO BE
FIELD VERIFIED BY CONTRACTOR PRIOR TO CONSTRUCTION.
125
120
115
110
105
100
95
90
85
80
75
Lu
J 70
U-
0
a
65
60
55
50
45
40
35
30
25
20
10+50 11+00
BURNS & McDONNELL CONSULTANTS, INC.
STATE LICENSE # C-1435
rl CLAUDE A MdVIULLAN
e IFC SUBMITTAL DATE
°I NORTH CAROLINA
SEAL 047852
PROFESSIONAL ENG/ARCH STAMP
J
CONTRACTOR SHALL VERIFY ALL COORDINATES AND DIMENSIONAL INFORMATION PRIOR TO
CONSTRUCTION. BRING ANY DISCREPANCIES WITH
LAYOUT TO ATTENTION OF COMPANY PRIOR TO STARTING CONSTRUCTION.
CONTRACTOR IS RESPONSIBLE FOR KNOWING LOCATION OF ALL
ENVIRONMENTALLY SENSITIVE AREA RESTRICTIONS PERTAINING TO THIS
PROJECT.
GEOTECHNICAL NOTES:
GEOTECHNICAL DATA PROVIDED BY ATC GROUP SERVICES, LLC. REFER TO THE PROJECT
GEOTECHNICAL BORING LOGS ON SHEET PNG-C-027-0001140 FOR MORE DETAILED SUBSURFACE
INFORMATION.
THE GEOTECHNICAL DATA IS ONLY DESCRIPTIVE OF THE LOCATIONS ACTUALLY SAMPLED.
EXTENSION OF THE DATA OUTSIDE OF THE ORIGINAL BORINGS MAY BE DONE TO CHARACTERIZE
THE SOIL CONDITIONS. HOWEVER, COMPANY DOES NOT GUARANTEE THESE CHARACTERISTICS TO
BE ACCURATE. CONTRACTOR MUST USE HIS OWN EXPERIENCE AND JUDGEMENT IN INTERPRETING
THIS DATA.
HORIZONTAL LENGTH = 837'
TRUE DRILLED LENGTH = 850'
TOPOGRAPHIC SURVEY NOTES:
TOPOGRAPHIC SURVEY DATA PROVIDED BY MASER CONSULTING P.A.
NORTHINGS AND EASTINGS ARE IN U.S. SURVEY FEET REFERENCED TO
NORTH CAROLINA STATE PLANE COORDINATES.
ELEVATIONS ARE IN FEET REFERENCED TO NAVD 88.
DRILL PATH NOTES:
DRILL PATH STATIONING IS IN FEET BY HORIZONTAL MEASUREMENT AND IS REFERENCED TO
CONTROL ESTABLISHED FOR THE DRILLED SEGMENT.
DRILL PATH COORDINATES REFER TO THE CENTERLINE OF PILOT HOLE AS OPPOSED TO TOP OF
INSTALLED PIPE.
HORIZONTAL DIRECTIONAL DRILL PATH DEPICTS MINIMUM REQUIREMENTS ONLY.
FINAL PATH TO BE DETERMINED BY CONTRACTOR AT TIME OF CONSTRUCTION.
PILOT HOLE TOLERANCES:
THE PILOT HOLE SHALL BE DRILLED TO THE TOLERANCES LISTED BELOW. HOWEVER IN ALL CASES,
RIGHT-OF-WAY RESTRICTIONS AND CONCERN FOR ADJACENT FACILITIES SHALL TAKE PRECEDENCE
OVER THESE TOLERANCES.
1. ENTRY POINT: NO MODIFICATIONS SHALL BE MADE WITHOUT APPROVAL FROM THE COMPANY
ENGINEER.
2. ENTRY ANGLE: UP TO 1' INCREASE FROM THE DESIGNED ENTRY ANGLE; NO DECREASE IN ENTRY
ANGLE WILL BE ALLOWED.
3. EXIT POINT: UP TO 20 FEET LONGER OR 10 FEET SHORTER FROM THE EXIT POINT; UP TO 5 FEET
RIGHT OR LEFT OF THE DESIGNED ALIGNMENT.
4. EXIT ANGLE: NO INCREASE FROM THE DESIGNED EXIT ANGLE; UP TO 2° DECREASE IN EXIT ANGLE
WILL BE ALLOWED.
5. ELEVATION: UP TO 2 FOOT ABOVE AND 10 FEET BELOW DESIGNED PROFILE.
6. ALIGNMENT: UP TO 5 FEET RIGHT OR LEFT OF THE DESIGNED ALIGNMENT.
I PERENNWIAL�/HDD EXIT �� - HDD PULL STRINGING AREA, \�
/ STREAM / / / / /��'� 1- - - �� -,' �11� ' APPROX. 425', 2 STRINGS
SPKM1 LB
I I I W-PKM-02 PIN: 3867-00-86-4556
7. CURVE RADIUS: NO LESS THAN 400 FEET BASED ON A 3 JOINT AVERAGE.
PROTECTION OF EXISTING FACILITIES:
CONTRACTOR SHALL UNDERTAKE THE FOLLOWING STEPS PRIOR TO COMMENCING DRILLING
OPERATIONS:
1. CONTACT THE UTILITY LOCATION IDENTIFICATION SERVICE FOR THE CONSTRUCTION AREA.
2. POSITIVELY LOCATE AND STAKE ALL EXISTING UNDERGROUND FACILITIES. ANY FACILITIES
LOCATED WITHIN 10 FEET OF THE DESIGNED PATH SHALL BE EXPOSED.
3. MODIFY DRILLING PRACTICES AND DOWNHOLE ASSEMBLIES AS NECESSARY TO PREVENT
DAMAGE TO EXISTING FACILITIES.
/ // /// / G / I %�__
/ �18+00 19+00 20+00 21+00► 22+00- 23+00
now_ _ _ _
unwann
wanywann
1.7
/ / / / 25' TEMPORARY WORKSPACE
SOIL BORING B-2
STA:22+44
NOTE: IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO PROTECT ALL EXISTING
UTILITIES AND OTHER STRUCTURES. CONTRACTOR SHALL BE RESPONSIBLE FOR LOSSES
AND REPAIRS OCCASIONED BY DAMAGE TO FACILITIES RESULTING FROM DRILLING
OPERATIONS. CONTRACTOR SHALL TAKE STEPS TO PROTECT EXISTING FACILITIES,
INCLUDING, BUT NOT LIMITED TO, SETTING SURFACE CASING AS NECESSARY TO PREVENT
SETTLEMENT AND DISPLACEMENT.
NOTE: STRATIFICATION LINES AND SUBSURFACE MATERIAL DESCRIPTIONS SHOWN ON THIS
DRAWING HAVE BEEN SIMPLIFIED FOR PRESENTATION PURPOSES. REFER TO THE PROJECT
GEOTECHNICAL BORING LOGS AND REPORT FOR MORE DETAILED SUBSURFACE INFORMATION.
NOTE: CONTRACTOR SHALL ACTIVELY MONITOR THE DRILLED ALIGNMENT FOR IMPACTS THAT COULD
OCCUR AS A RESULT OF HDD OPERATIONS (I.E. SETTLEMENT, HEAVE, AND DRILLING FLUID FLOW).
CONTRACTOR'S MONITORING PROCEDURES AND ASSOCIATED EMERGENCY RESPONSE PLANS SHALL B
APPROPRIATE TO ENSURE THAT PUBLIC SAFETY IS NOT COMPROMISED.
`ram "4+00MINE
HDD
EXIT AT 12'
STA:19+21
ELEVA 16'
-
-
- -
70.5- -
-2.0
- -
-
- -
- -
- -
- -
-
-
-
-
- -
-
EEZE-
-6.0
HDD ENTRY AT 12°
STA:10+84
ELEV:101'
EXISTING GRADE
-
PROPOSED 8" PE
-8.0/�
-13.0
/
DISTRIBUTION MAIN
-
- - -
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90° FITTING (H)
-
-
STA:11 +05
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:::
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...:
ELEV:97'
-2.071A
-4.0
-
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-28.0
I
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SOIL BORING B-1
SOIL BORING B-2
SEE PNG-C-027-0001140
/
-36.0
/
/
SEE PNG-C-027-0001140
DESIGNED DRILL PROFILE
8" HDPE DISTRIBUTION MAIN
-18.0
-42.3
-21.5
-25.0
-48.5
PC / ENTRY CURVE
STA:12+79
ELEV:60'
PT / EXIT CURVE
STA:16+54
ELEV:60'
-30.0
/
/
-53.5
_
35.0
R=400'
PT / ENTRY CURVE
N
R=400'
-58.5
-40.0
}
STA:13+62
ELEV:51'
-63.5
/
-45.0
-68.5
-50.0
/
208'
-75.0
/
PC
/ EXIT
CURVE
-55.0
STA:15+71
ELEV:51'
-60.0
/
/
-65.0
-70.0
-75.0
I
12+00 13+00 14+00 15+00 16+00 17+00 18+00 19+00 20+00 21+00 22+00 23+00 24+00
*PROPRIETARY & CONFIDENTIAL *ALL RIGHTS RESERVED *DO NOT SCALE THIS DRAWING *USE DIMENSIONS ONLY
DUKE ENERGY & PIEDMONT NATURAL GAS DRAWINGS ARE CONFIDENTIAL *DRAWING IS CURRENT ONLY THROUGH THE LATEST REVISED DATE *TO ENSURE THERE IS NO RISK OF INAPPROPRIATE DISCLOSURE, ALL PREVIOUS PAPER COPIES OF THIS DRAWING MUST BE DESTROYED IN ACCORDANCE WITH RECORDS & INFO MANAGEMENT (RIM)
NO. DATE REVISION(S) DESCRIPTION BY CHK APPD DESCRIPTION APPROVALS
A 10-16-2020 ISSUED FOR 90% REVIEW MJD ARR CAM AREA CODE 1910 DATE INITIALS REGIONAL BELLAMY LAKE ROAD DOT RELOCATION
ACCOUNT NUMBER 10700 NIA N/A ENGINEER
PROJECT NUMBER MX5694600 DATE INITIALS MGR TECH DUN E 0111 Na
tural f•aPiedmont HDD DETAIL SHEET 1 - FISHING CREEK
DRAWING BY MJD NIA N/A REC &STD STATION ID DATE INITIALS PRINCIPAL E N F I E LD NORTH CAROLINA
CHECKER INITIALS ARR 10/16/2020 CAM ENGINEER COPYRIGHT 2018 TARBORO RESOURCE CENTER, TARBORO, NORTH CAROLINA
HDD - 8" PIPELINE PLAN
0 50 100
00119
HORIZONTAL 1IN = 50FT
125
120
115
110
105
100
95
90
85
80
75
70
65
60
55
50
45 HDD - 8" PIPELINE
40
35
30
25
20
24+50
REF. DWG(S)
PROFILE
0 50 100
00119
HORIZONTAL 1IN = 50FT
0 10 20
VERTICAL 1IN = 1OFT
PRELIMINARY - NOT
FOR CONSTRUCTION
ISSUED FOR 90% REVIEW
PNG-G-027-XXXXXX1
z
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0
a
SHEET(S) 8 OF 2 1 DWG SCALE AS NOTED
DWG DATE 10/16/2020 SUPERSEDED
DRAWING NUMBER REVISION
PNG-C-027-0001123 A
DISCIPLINE / RESOURCE CENTER / LINE NUMBER

GENERAL NOTES:
PROPOSED PIPELINE SHALL BE CONSTRUCTED AND INSTALLED IN ACCORDANCE WITH PIEDMONT
NATURAL GAS' DESIGN AND CONSTRUCTION MANUALS, LATEST EDITION.
ALL EQUIPMENT MUST ACCESS THE SITE ALONG THE CONSTRUCTION
RIGHT-OF-WAY OR FROM APPROVED ACCESS ROADS.
CONTRACTOR SHALL SUBMIT ANY REQUESTS FOR DEVIATION FROM THIS
DESIGN FOR REVIEW PRIOR TO CONSTRUCTION.
CONTRACTOR SHALL DISPOSE OF EXCESS DRILLING FLUID AS DIRECTED BY THE
COMPANY REPRESENTATIVE IN ACCORDANCE WITH PERMIT CONDITIONS, UNDER NO
CIRCUMSTANCES SHALL DRILLING FLUID BE DISPOSED OF IN WATER BODIES OR WETLANDS. THE
ENTRY AND EXIT POINTS SHALL BE CONTAINED AND
COLLECTED TO THE EXTENT PRACTICAL AND DISPOSED OF AS DIRECTED BY THE COMPANY
REPRESENTATIVE IN ACCORDANCE WITH PERMIT CONDITIONS.
EXISTING UNDERGROUND UTILITIES SHOWN ARE APPROXIMATE AND ARE TO BE
FIELD VERIFIED BY CONTRACTOR PRIOR TO CONSTRUCTION.
FA ■■ -
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HDD PULL STRINGING AREA
APPROX. = 812', 1 STRING SOIL BORING B-2
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1 50 100HORIZONTAL 11N=50FT
25
20
15
10
05
00
95
90
85
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75
70
65
.o,
a1 155
50
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45
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>I 135
19+50 20+00
BURNS & McDONNELL CONSULTANTS, INC
STATE LICENSE # C-1435
rl CLAUDE A McIVIULLAN
e IFC SUBMITTAL DATE
°I NORTH CAROLINA
SEAL 047852
PROFESSIONAL ENG/ARCH STAMP
J
CONTRACTOR SHALL VERIFY ALL COORDINATES AND DIMENSIONAL INFORMATION PRIOR TO
CONSTRUCTION. BRING ANY DISCREPANCIES WITH
LAYOUT TO ATTENTION OF COMPANY PRIOR TO STARTING CONSTRUCTION.
CONTRACTOR IS RESPONSIBLE FOR KNOWING LOCATION OF ALL
ENVIRONMENTALLY SENSITIVE AREA RESTRICTIONS PERTAINING TO THIS
PROJECT.
GEOTECHNICAL NOTES:
GEOTECHNICAL DATA PROVIDED BY ATC GROUP SERVICES, LLC. REFER TO THE PROJECT
GEOTECHNICAL BORING LOGS ON SHEETS PNG-C-027-0001140 AND PNG-C-027-0001141 FOR MORE
DETAILED SUBSURFACE INFORMATION.
THE GEOTECHNICAL DATA IS ONLY DESCRIPTIVE OF THE LOCATIONS ACTUALLY SAMPLED.
EXTENSION OF THE DATA OUTSIDE OF THE ORIGINAL BORINGS MAY BE DONE TO CHARACTERIZE
THE SOIL CONDITIONS. HOWEVER, COMPANY DOES NOT GUARANTEE THESE CHARACTERISTICS TO
BE ACCURATE. CONTRACTOR MUST USE HIS OWN EXPERIENCE AND JUDGEMENT IN INTERPRETING
THIS DATA.
TOPOGRAPHIC SURVEY NOTES:
TOPOGRAPHIC SURVEY DATA PROVIDED BY MASER CONSULTING P.A.
NORTHINGS AND EASTINGS ARE IN U.S. SURVEY FEET REFERENCED TO
NORTH CAROLINA STATE PLANE COORDINATES.
ELEVATIONS ARE IN FEET REFERENCED TO NAVD 88.
DRILL PATH NOTES:
DRILL PATH STATIONING IS IN FEET BY HORIZONTAL MEASUREMENT AND IS REFERENCED TO
CONTROL ESTABLISHED FOR THE DRILLED SEGMENT.
DRILL PATH COORDINATES REFER TO THE CENTERLINE OF PILOT HOLE AS OPPOSED TO TOP OF
INSTALLED PIPE.
HORIZONTAL DIRECTIONAL DRILL PATH DEPICTS MINIMUM REQUIREMENTS ONLY.
FINAL PATH TO BE DETERMINED BY CONTRACTOR AT TIME OF CONSTRUCTION.
PILOT HOLE TOLERANCES:
THE PILOT HOLE SHALL BE DRILLED TO THE TOLERANCES LISTED BELOW. HOWEVER IN ALL CASES,
RIGHT-OF-WAY RESTRICTIONS AND CONCERN FOR ADJACENT FACILITIES SHALL TAKE PRECEDENCE
OVER THESE TOLERANCES.
1. ENTRY POINT: NO MODIFICATIONS SHALL BE MADE WITHOUT APPROVAL FROM THE COMPANY
ENGINEER.
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2. ENTRY ANGLE: UP TO 1' INCREASE FROM THE DESIGNED ENTRY ANGLE; NO DECREASE IN ENTRY
ANGLE WILL BE ALLOWED.
3. EXIT POINT: UP TO 20 FEET LONGER OR 10 FEET SHORTER FROM THE EXIT POINT; UP TO 5 FEET
RIGHT OR LEFT OF THE DESIGNED ALIGNMENT.
4. EXIT ANGLE: NO INCREASE FROM THE DESIGNED EXIT ANGLE; UP TO 2° DECREASE IN EXIT ANGLE
WILL BE ALLOWED.
5. ELEVATION: UP TO 2 FOOT ABOVE AND 10 FEET BELOW DESIGNED PROFILE.
6. ALIGNMENT: UP TO 5 FEET RIGHT OR LEFT OF THE DESIGNED ALIGNMENT.
7. CURVE RADIUS: NO LESS THAN 400 FEET BASED ON A 3 JOINT AVERAGE.
PROTECTION OF EXISTING FACILITIES:
CONTRACTOR SHALL UNDERTAKE THE FOLLOWING STEPS PRIOR TO COMMENCING DRILLING
OPERATIONS:
1. CONTACT THE UTILITY LOCATION IDENTIFICATION SERVICE FOR THE CONSTRUCTION AREA.
2. POSITIVELY LOCATE AND STAKE ALL EXISTING UNDERGROUND FACILITIES. ANY FACILITIES
LOCATED WITHIN 10 FEET OF THE DESIGNED PATH SHALL BE EXPOSED.
3. MODIFY DRILLING PRACTICES AND DOWNHOLE ASSEMBLIES AS NECESSARY TO PREVENT
DAMAGE TO EXISTING FACILITIES.
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HORIZONTAL LENGTH = 800'
TRUE DRILLED LENGTH = 812'
NOTE: IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO PROTECT ALL EXISTING
UTILITIES AND OTHER STRUCTURES. CONTRACTOR SHALL BE RESPONSIBLE FOR LOSSES
AND REPAIRS OCCASIONED BY DAMAGE TO FACILITIES RESULTING FROM DRILLING
OPERATIONS. CONTRACTOR SHALL TAKE STEPS TO PROTECT EXISTING FACILITIES,
INCLUDING, BUT NOT LIMITED TO, SETTING SURFACE CASING AS NECESSARY TO PREVENT
SETTLEMENT AND DISPLACEMENT.
NOTE: STRATIFICATION LINES AND SUBSURFACE MATERIAL DESCRIPTIONS SHOWN ON THIS
DRAWING HAVE BEEN SIMPLIFIED FOR PRESENTATION PURPOSES. REFER TO THE PROJECT
GEOTECHNICAL BORING LOGS AND REPORT FOR MORE DETAILED SUBSURFACE INFORMATION.
NOTE: CONTRACTOR SHALL ACTIVELY MONITOR THE DRILLED ALIGNMENT FOR IMPACTS THAT COULD
OCCUR AS A RESULT OF HDD OPERATIONS (I.E. SETTLEMENT, HEAVE, AND DRILLING FLUID FLOW).
CONTRACTOR'S MONITORING PROCEDURES AND ASSOCIATED EMERGENCY RESPONSE PLANS SHALL BE
APPROPRIATE TO ENSURE THAT PUBLIC SAFETY IS NOT COMPROMISED.
I
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STA:33+82
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-
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STA:26+86
EL:106'
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---
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`
PROFILE
`
-65.0
0 50 100
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0 10 20
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-75.0
PT / ENTRY CURVE
STA:31 +49
ELEV:53'
-70.0
PRELIMINARY - NOT
FOR CONSTRUCTION
ISSUED FOR 90% REVIEW
21+00 22+00 23+00 24+00 25+00 26+00 27+00 28+00 29+00 30+00 31+00 32+00 33+00
*PROPRIETARY & CONFIDENTIAL *ALL RIGHTS RESERVED *DO NOT SCALE THIS DRAWING *USE DIMENSIONS ONLY
DUKE ENERGY & PIEDMONT NATURAL GAS DRAWINGS ARE CONFIDENTIAL *DRAWING IS CURRENT ONLY THROUGH THE LATEST REVISED DATE *TO ENSURE THERE IS NO RISK OF INAPPROPRIATE DISCLOSURE, ALL PREVIOUS PAPER COPIES OF THIS DRAWING MUST BE DESTROYED IN ACCORDANCE WITH RECORDS & INFO MANAGEMENT (RIM)
NO.
DATE
REVISION(S) DESCRIPTION
BY
CHK
APPD
DESCRIPTION
APPROVALS
tural f•aPiedmont
DUN E 0111 Na
COPYRIGHT 2018
BELLAMY LAKE ROAD DOT RELOCATION
HDD DETAIL SHEET 2 - FISHING CREEK
E N F I E LD NORTH CAROLINA
TARBORO RESOURCE CENTER, TARBORO, NORTH CAROLINA
A
10-16-2020
ISSUED FOR 90% REVIEW
MJD
ARR
CAM
AREA CODE
1910
DATE
NIA
INITIALS
N/A
REGIONAL
ENGINEER
ACCOUNT NUMBER
10700
PROJECT NUMBER
MX5694600
DATE
NIA
INITIALS
N/A
MGR TECH
REC &STD
DRAWING BY
MJD
STATION ID
DATE
10/16/2020
INITIALS
CAM
PRINCIPAL
ENGINEER
CHECKER INITIALS
ARR
34+00 35+00
REF. DWG(S) PNG-G-027-XXXXXX1
125
120
115
110
105
100
95
90
85
w
Lj-
80 0
a
75
70
65
60
55
50
45
40
35
35+50
SHEET(S) 9 OF 20 DWG SCALE AS NOTED
DWG DATE 10/16/2020 SUPERSEDED
DRAWING NUMBER REVISION
PNG-C-027-0001124 A
DISCIPLINE / RESOURCE CENTER / LINE NUMBER

BURNS & McDONNELL CONSULTANTS, INC.
STATE LICENSE # C-1435
CLAUDE A. McMULLAN
IFC SUBMITTAL DATE
NORTH CAROLINA
SEAL 047852
PROFESSIONAL ENG/ARCH STAMP
EXISTING 8" DISTRIBUTION MAIN RETIRE 8" DISTRIBUTION MAIN
5'-0" 5
2
- - - - - - - - - - Ell - - - - - - - - - - -
4 1
I
1
DETAIL
SCALE: NTS
WEST TIE-IN
RETIRE 8" DISTRIBUTION MAIN
EXISTING 8" DISTRIBUTION MAIN
5 5'-0"
2
DETAIL 2
SCALE: NTS
EAST TIE-IN
*PROPRIETARY & CONFIDENTIAL *ALL RIGHTS RESERVED *DO NOT SCALE THIS DRAWING *USE DIMENSIONS ONLY
DUKE ENERGY & PIEDMONT NATURAL GAS DRAWINGS ARE CONFIDENTIAL *DRAWING IS CURRENT ONLY THROUGH THE LATEST REVISED DATE *TO ENSURE THERE IS NO RISK OF INAPPROPRIATE DISCLOSURE, ALL PREVIOUS PAPER COPIES OF THIS DRAWING MUST BE DESTROYED IN ACCORDANCE WITH RECORDS & INFO MANAGEMENT (RIM)
NO.1 DATE I REVISION(S) DESCRIPTION
A 110-16-20201 ISSUED FOR 90% REVIEW
BY CHK APPD DESCRIPTION
MJD ARR CAM AREA CODE 1910
ACCOUNT NUMBER 10700
PROJECT NUMBER MX5694600
DRAWING BY MJD
STATION ID
CHECKER INITIALS I ARR
APPROVALS
DATE
INITIALS
N/A
NIA
REGIONAL
ENGINEER
DATE
INITIALS
MGR TECH
N/A
NIA
REC & STD
DATE
INITIALS
PRINCIPAL
10/16/2020
CAM
ENGINEER
BELLAMY LAKE ROAD DOT RELOCATION
V Ar DUKE
N RGYy r6111 Pied ont EAST AND WEST TIE-IN DETAILS
ENFI ELD, NORTH CAROLINA
COPYRIGHT 2018 TARBORO RESOURCE CENTER, TARBORO, NORTH CAROLINA
PRELIMINARY - NOT
FOR CONSTRUCTION
ISSUED FOR 90% REVIEW
SHEET(S) 10 OF 20 1 DWG SCALE NOT TO SCALE
DWG DATE 10/16/2090 SUPERSEDED
DRAWING NUMBER REVISIO
P N G-C-027-0001125 A
DISCIPLINE / RESOURCE CENTER / LINE NUMBER

i
ru
BURNS & McDONNELL CONSULTANTS, INC.
STATE LICENSE # C-1435
CLAUDE A McMULLAN
IFC SUBMITTAL DATE
NORTH CAROLINA
SEAL 047852
PROFESSIONAL ENG/ARCH STAMP
s
N:
E.•23670
NAB BEGIN STA. 10+00
PARCEL NO: 01
PIN NO: 3867-00-7
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PIN NO. 3867-00-77-2124
77M W. FISHER AND KAY W. FISHER
DB 1684 PG 586
HALIFAX COUNTY
R R
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PERENNIAL
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S-PKM-01 RB
W-PKM-03
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CAIPI C'TA AAi713
5\8" IRON RORA DN0-�'—D2-93-315
N.877468.76PIN NO. 387700034622
E.•236919W1241S CONRAD ELSIE MOZINGO
NA REVOCABLE LIVING TRUST
DB 2035 PG 363
NASH COUNTY.
PERENNIAL
STREAM
S-PKM-02 ._ _
PROPOSED PERMANENT ACCESS ROAD
SEE SHEET PNG-027-0001119
TEMPORARY CONSTRUCTION
ENTRANCE
PARCEL NO. 0402223 1"
PIN NO. 387700087245
FREDERICK M. DUNN & ELAINE T. DUNN
DB 1445 PG 465
HALIFAX COUNTY
`7 4
4
10
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PIPELINE CONSTRUCTION PHASING
1. NOTIFY NCDEQ AT LEAST 48 HOURS PRIOR TO PROJECT MOBILIZATION.
2. CONSTRUCTION AND LAND DISTURBANCE ACTIVITIES TO BEGIN NO EARLIER THAN DECEMBER 2021.
PREPARE PROPOSED LINES WITH STORMWATER BMPS. SEE PHASED APPROACH BELOW:
a. PHASE I: CLEARING AND GRUBBING ROW
i. INSTALL PERIMETER CONTROLS - CONSTRUCTION ENTRANCES, COMPOST SOCK, SILT FENCE
ii. BEGIN CLEARING AND GRUBBING OPERATIONS.
ij. HAUL OFF ALL CHIPPED WOOD TO AN APPROVED LANDFILL
iii. TEMPORARY STABILIZATION WITH TEMPORARY SEEDING, SEE ES&PC PLANS
iv. WHEREVER SLOPES ARE 2% OR STEEPER, TEMPORARY SEEDING SHALL BE APPLIED IMMEDIATELY
FOLLOWING CLEARING AND GRUBBING.
b. PHASE 2: GRADING OF ROW FOR ACCESS AND DITCH EXCAVATION
i. MAINTAIN EXISTING PERIMETER MEASURES AND INSTALL ADDITIONAL PERIMETER MEASURES AS
NEEDED.
ii. PRIOR TO GRADING OPERATIONS INSTALL EARTHEN BERMS OR COMPOST SOCKS ALONG THE
UPGRADIENT EDGE OF THE ROW TO DIVERT CLEAN WATER AROUND OR THROUGH DISTURBED
AREAS. BERMS MUST BE MATTED IMMEDIATELY UPON CONSTRUCTION.
iii. BEGIN GRADING ROW IN PREPARATION OF PIPE INSTALLATION.
iv. DURING GRADING OPERATIONS MANAGE EROSION AND SEDIMENT CONTROL FROM WITHIN THE
DISTURBED AREAS BY INSTALLING SILT FENCE OUTLETS, SEDIMENT TRAPS, ETC. INSTALL
DEWATERING FEATURES AT IDENTIFIED LOCATIONS. MAKE SURE STOCKPILED MATERIAL IS
PROTECTED WITH SILT FENCE ALONG THE DOWNSTREAM EDGE.
v. PRIOR TO INSTALLING THE PIPE INSTALL TRENCH PLUGS IN THE OPEN DITCH IN AREAS WHERE
SLOPES WARRANT TRENCH PLUGS. THE TOP OF THE DOWNSTREAM TRENCH PLUG WILL BE AT THE
SAME ELEVATION AS THE BOTTOM OF THE UPSTREAM TRENCH PLUG.
vi. TEMPORARY STABILIZATION OF DISTURBED AREAS WITH TEMPORARY SEEDING AND MATTING, SEE
ES&PC PLANS.
c. PHASE 3: PIPE INSTALLATION
i. MAINTAIN INSTALLED EROSION AND SEDIMENT CONTROL MEASURES.
ii. MAINTAIN DEWATERING OPERATIONS OF OPEN DITCH.
iii. BEGIN PIPE INSTALLATION OPERATIONS WHICH INCLUDE STAGING OF PIPE, WELDING OF PIPE, AND
LOWERING OF PIPE INTO THE OPEN DITCH.
iv. AS PIPE IS INSTALLED DITCH IS TO BE BACKFILLED AND IMMEDIATELY PERMANENTLY STABILIZED
WITH PERMANENT SEEDING.
v. IN AREAS OF PROPOSED TRENCH PLUGS, SEDIMENT WITHIN THE DITCH TRAPPED BEHIND THE
TRENCH PLUGS SHOULD BE REMOVED, TRENCH PLUGS SHALL BE TEMPORARILY REMOVED, PIPE IS
TO BE INSTALLED, AND TRENCH PLUGS ARE TO BE REINSTALLED.
3. FOLLOWING CONSTRUCTION ACTIVITIES, AND AFTER INSPECTION BY NCDEQ, REMOVE TEMPORARY
EROSION AND SEDIMENT CONTROL BMPS, AND SEED ANY AREAS DISTURBED DURING BMP REMOVAL
ACCORDING TO THE SPECIFICATIONS IN APPENDIX D; SEE BELOW:
a. PHASE 4: FINAL CONDITIONS
i. CONTINUE STABILIZING DISTURBED AREAS.
ii. CONTRACTOR TO PROVIDE SEED, FERTILIZER, SOIL AMENDMENTS, AND WATER UNTIL PERMANENT
VEGETATION IS ESTABLISHED IN ACCORDANCE TO NCDEQ STANDARDS.
iii. CONTRACTOR TO RETURN CULTIVATED FIELDS TO ORIGINAL CONDITIONS.
iv. ONCE AREAS ARE PERMANENTLY STABILIZED IN ACCORDANCE TO NCDEQ STANDARDS AND
CULTIVATED FIELDS ARE RETURNED TO ORIGINAL CONDITIONS, REMOVE REMAINING E&SC
MEASURES AND CLOSE PERMIT IN ACCORDANCE TO NCDEQ REQUIREMENTS
4. UPON ESTABLISHMENT OF PERMANENT GROUND COVER SUFFICIENT TO RESTRAIN EROSION, AN
INSPECTION BY THE DEMLR-LQS SHALL BE REQUESTED TO VERIFY THE ADEQUACY OF THE GROUND
COVER. PERMIT COVERAGE WILL END UPON ELECTRONIC SUBMITTAL OF THE NOTICE OF TERMINATION
(NOT).
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 INSURE THERE IS NO RISK OF INAPPROPRIATE DISCLOSER 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
�jDUKEPiedmont
ENERGY: 0111 Natural Gas
COPYRIGHT 2018
BELLAMY LAKE ROAD DOT RELOCATION
OVERALL ES&PC PLAN
ENFIELD NORTH CAROLINA
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TARBORO RESOURCE CENTER, TARBORO, NORTH CAROLINA
A
10-16-2020
ISSUED FOR 90% REVIEW
LLO
JTG
CAM
AREA CODE
1910
DATE
N/A
INITIALS
N/A
REGIONAL
ENGINEER
ACCOUNT NUMBER
10700
PROJECT NUMBER
MX5694600
DATE
N/A
INITIALS
N/A
MGR TECH
REC&STD
DRAWING BY
LLO
STATION ID
DATE
10/16/2020
INITIALS
CAM
PRINCIPAL
ENGINEER
CHECKER INITIALS
JTG
0 200' 400'
SCALE IN FEET
LIMITS OF DISTURBED AREA
PIPELINE PROJECT: 3.20 AC
POINT OF CONTACT (MAINTENANCE):
BRANDON TAYLOR (XXX)-XXX-XXXX
PRELIMINARY - NOT
FOR CONSTRUCTION
90% DESIGN SUBMITTAL
SHEET(S) 11 OF 20 1 DWG SCALE AS NOTED
DWG DATE 10/16/2020 SUPERSEDED
DRAWING NUMBER REVISION
PNG-C-027-0001127 A
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 TAR-PAMLICO RIVER BASIN.
(PHASE
1)
b.
CLEARING AND GRUBBING OF EXISTING GROUND COVER;
RECEIVING WATERS: FISHING CREEK; BELLAMY LAKE
CLASSIFICATION: WS-IV;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;
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 INSURE THERE IS NO RISK OF INAPPROPRIATE DISCLOSER ALL PREVIOUS PAPER COPIES OF THIS DRAWING MUST BE DESTROYED IN ACCORDANCE WITH RECORDS & INFO. MANAGEMENT (RIM) POLICY 1001
NO.1 DATE I REVISION(S) DESCRIPTION
A 110-16-20201 ISSUED FOR 90% REVIEW
BY CHK JAPPD DESCRIPTION
LLO JTG CAM AREA CODE 1910
ACCOUNT NUMBER 10700
PROJECT NUMBER MX5694600
DRAWING BY LLO
STATION ID
CHECKER INITIALS JTG
APPROVALS
DATE INITIALS REGIONAL B E L LA M Y LAKE ROAD DOT RELOCATION
N/A NIA
ENGINEER
DATE INITIALS MGR('DUKE 0111.Piedmont ES&PC GENERAL NOTES
N/A N/A REC TECH ENERGY
REC&STD ENFIELD, NORTH CAROLINA
DATE INITIALS
10/16/2020 CAM PRINCIPAL
ENGINEER COPYRIGHT 2018 TARBORO RESOURCE CENTER, TARBORO, NORTH CAROLINA
SHEET(S) 12 OF 20 1 DWG SCALE AS NOTED
DWG DATE 10/16/2020 SUPERSEDED
DRAWING NUMBER REVISION
P N G-C-027-0001128 A
DISCIPLINE / RESOURCE CENTER / LINE NUMBER

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BURNS & McDONNELL CONSULTANTS, INC.
STATE LICENSE # C-1435
CLAUDE A McMULLAN
IFC SUBMITTAL DATE
NORTH CAROLINA
SEAL 047852
PROFESSIONAL ENG/ARCH STAMP
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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
O 1 TEMPORARY SEEDING WITH THE EXCEPTION OF
+ AGRICULTURAL FIELDS WHICH ONLY NEED STABILIZATION
co I TO THE EXTENT REQUIRED TO AVOID TOP SOIL WASHING
Z AWAY. SEE DETAIL 1, SHEET C-027-0001131.
J
= 4. STABILIZE ALL DISTURBED AREAS OUTSIDE OF THE
U
Q CULTIVATED FIELD WITH PERMANENT SEEDING IN
2 1 ACCORDANCE WITH DETAIL 2, SHEET C-027-0001131. 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-027-0001127 FOR OVERALL
LIMITS OF DISTURBANCE, HDD ENTRY AND EXIT
WORKSPACE, AND TEMPORARY AND PERMANENT ACCESS
ROADS.
6. CONTRACTOR SHALL CLEAR TREES TO STUMPS ONLY
(GROUND LEVEL OR WATERLINE); NO GRUBBING IN HDD
REQUIRED. CONTRACTOR SHALL PULL ALL CUT MATERIAL
OUT OF HDD ROW AND DISPOSE OF AS DIRECTED BY
COMPANY. HAND CLEARING IS ALLOWED. IF EQUIPMENT IS
USED, MATTING AND EROSION CONTROL MEASURES SHALL
BE IN PLACE TO SATISFACTION OF COMPANY.
LEGEND:
FI' PROPERTY LINE
2
TEMPORARY SILT FENCE
C-027-0001130
— — — LOD-- LIMITS OF DISTURBANCE N__J
3
••• RIGHT-OF-WAY DIVERSION
C-027-0001131
STREAM �J
1
0 o TEMPORARY CONSTRUCTIO
ENTRANCE C-027-0001130
N��
WETLANDS
TIMBER MATS L-)
C-027-0001132
4
WATTLE BARRIER
C-027-0001130
PROPOSED 8 PIPELINE �J
8+00 9+00
3
SFWB SILT FENCE WATTLE BREAK
C-027-0001130
N��
LIMITS OF DISTURBED AREA
PIPELINE PROJECT: 3.20 AC
POINT OF CONTACT (MAINTENANCE): PRELIMINARY - NOT
BRANDON TAYLOR (XXX)-XXX-XXXX FOR CONSTRUCTION
90% DESIGN SUBMITTAL
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 INSURE THERE IS NO RISK OF INAPPROPRIATE DISCLOSER ALL PREVIOUS PAPER COPIES OF THIS DRAWING MUST BE DESTROYED IN ACCORDANCE WITH RECORDS & INFO. MANAGEMENT (RIM) POLICY 1001
NO.1 DATE I REVISION(S) DESCRIPTION
A 110-16-20201 ISSUED FOR 90% REVIEW
BY
CHK
JAPPD
DESCRIPTION
APPROVALS
LLO
JTG
CAM
AREA CODE
1910
DATE
N/A
INITIALS
N/A
REGIONAL
ENGINEER
ACCOUNT NUMBER
10700
PROJECT NUMBER
MX5694600
DATE
N/A
INITIALS
N/A
MGR TECH
REC & STD
DRAWING BY
LLO
STATION ID
DATE
10/16/2020
INITIALS
CAM
PRINCIPAL
ENGINEER
CHECKER INITIALS
JTG
BELLAMY LAKE ROAD DOT RELOCATION
,(''DUKE 011INatural
Piedmont ES&PC PLAN
ENERGY: Gas
ENFI ELD, NORTH CAROLINA
COPYRIGHT 2018 TARBORO RESOURCE CENTER, TARBORO, NORTH CAROLINA
0 50 100
00119
1IN = 50FT
SHEET(S) 13 OF 20 1 DWG SCALE AS NOTED
DWG DATE 10/16/2020 SUPERSEDED
DRAWING NUMBER REVISION
PNG-C-027-0001 1 29 A
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.
FILTRATION GEOTEXTILE TO STABILIZE
FOUNDATION (ESPECIALLY IMPORTANT
WHERE SOFT SOIL IS ANTICIPATED)
2-3" DIAMETER WASHED
STONE, 6" DEEP
PERSPECTIVE VIEW
DETAIL
SCALE: NTS
GRAVEL CONSTRUCTION ENTRANCE
ISOMETRIC VIEW
BURNS & McDONNELL CONSULTANTS, INC.
STATE LICENSE # C-1435
CLAUDE A MCMULLAN
IFC SUBMITTAL DATE
NORTH CAROLINA
SEAL 047852
PROFESSIONAL ENG/ARCH STAMP
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.
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
VIEW FROM SLOPE
DETAIL 3
SCALE: NTS
SILT FENCE WATTLE BREAKS
1"-2" TRENCH
SIDE VIEW
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
TOP AND BOTTOM STRAND SHALL BE A MAXIMUM OF 18" ABOVE GROUND SURFACE.
SHALL BE 10 GAUGE MIN. T248" MAX.
" MIN.)
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
I F7I GI ........l..l..--..1--...--...�--.. GEOTEXTILE. . �.r. r-.. r..-..--...--...--...--...--' �..--...--...-- ...--...--...-. _..-...
MAINTENANCE NOTES:
—REMOVE AND DISPOSE OF SILT ACCUMULATIONS WHEN THE
I FI I A I I A
'-' DEPTH REACHES ONE—HALF OF THE HEIGHT OF THE
WIRE GEOTEXTILE.
—REMOVE AND REPLACE DETERIORATED OR CLOGGED
FILTRATION GEOTEXTILE
FI LTR
EXTENSION OF GEOTEXTILE AND
WIRE INTO TRENCH
DETAIL 2
SCALE' NTS
TEMPORARY SILT FENCE
4-
ISOMETRIC VIEW
FRONT VIEW
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.
wi
DETAIL 4
SCALE: NTS
WATTLE BARRIER
FILL Wk
INSET A
2"-3" TRENCH
TOE OF FILL
STAKE
18" WATTLE —J \—DOWNSLOPE STAKE
TOP VIEW
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.
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 INSURE THERE IS NO RISK OF INAPPROPRIATE DISCLOSER ALL PREVIOUS PAPER COPIES OF THIS DRAWING MUST BE DESTROYED IN ACCORDANCE WITH RECORDS & INFO. MANAGEMENT (RIM) POLICY 1001
NO.1 DATE I REVISION(S) DESCRIPTION
A 110-16-20201 ISSUED FOR 90% REVIEW
BY
CHK
JAPPID
DESCRIPTION
APPROVALS
LLO
JTG
CAM
AREA CODE
1910
DATE
N/A
INITIALS
N/A
REGIONAL
ENGINEER
ACCOUNT NUMBER
10700
PROJECT NUMBER
MX5694600
DATE
N/A
INITIALS
N/A
MGR TECH
REC & STD
DRAWING BY
LLO
STATION ID
DATE
10/16/2020
INITIALS
CAM
PRINCIPAL
ENGINEER
CHECKER INITIALS
JTG
BELLAMY LAKE ROAD DOT RELOCATION
(� DUKE r6livaturaliedmont ES&PC DETAILS
ENERGY Gas
ENFI ELD, NORTH CAROLINA
COPYRIGHT 2018 TARBORO RESOURCE CENTER, TARBORO, NORTH CAROLINA
SHEET(S) 14 OF 20 1 DWG SCALE AS NOTED
DWG DATE 10/16/2020 SUPERSEDED
DRAWING NUMBER REVISION
P N G-C-027-0001130 A
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 Rate (lb/acre)
German millet 40
In the Piedmont and Mountains, a small -stemmed Sudangrass may be
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 Rate (lb/acre)
Rye (grain) 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 # C-1435
CLAUDE A McMULLAN
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)
(UNHULLED)
500#
FERTILIZER
4000#
LIMESTONE
PERMANENT SEEDING NOTES:
SEPTEMBER 1 - FEBRUARY 28
50# TALL FESCUE
10# CENTIPEDE
35# BERMUDAGRASS
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
FINIAL 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
, r
kit
;lI L'`Ir 1�r• h'y
l �t ram'-� aM4PllyM
41,% t
,•,,.` i'}d�u� � tly���Wou,��wrh,uNulilt� y ;`.
11I�JId4tl1, 'ill, uI6 I. �1N1,`IlINl1,!�t..� , !IY :
►�l/lt'1 11` 4y,, Ilk d ,.� pp1Uly',. ill, t,dldr.rl d
t � 11! I'I ili `,• IUI/P��r�tls�t�14 �ir
� yf1 h,.ry,,t � ��, t't\PII.�il r11 IIr, lr� ±,�",'•�, �
llllhll,.1�a11111���Ilk i, 6111.flu,.
t W1 M.rf+„� y Y1/It tail Yn. �La.�-.lilh ♦ le r r / !..-I\\t4i��►� '�, ��„1��
ti, 111 ( Iilldlrjlt(f, y
ti1iII ow,_ I •r rte r.117 �.11� y Idd� Id�`� )A
off, ���^"�aflll.n• yU�
PERSPECTIVE VIEW
A - a M--a6-.--- -:A— -
V:ti]9I111111*751IATA
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 INSURE THERE IS NO RISK OF INAPPROPRIATE DISCLOSER 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
DUKE 0111
4 ENERGY, Natural Gas
COPYRIGHT 2018
BELLAMY LAKE ROAD DOT RELOCATION
ES&PC DETAILS
E N F I E L D, NORTH CAROLINA
TARBORO RESOURCE CENTER, TARBORO, NORTH CAROLINA
A
10-16-2020
ISSUED FOR 90% REVIEW
LLO
JTG
CAM
AREA CODE
1910
DATE
N/A
INITIALS
N/A
REGIONAL
ENGINEER
ACCOUNT NUMBER
10700
PROJECT NUMBER
MX5694600
DATE
N/A
INITIALS
N/A
MGR TECH
REC & STD
DRAWING BY
LLO
STATION ID
DATE
10/16/2020
INITIALS
CAM
PRINCIPAL
ENGINEER
CHECKER INITIALS
JTG
SHEET(S) 15 OF 20 1 DWG SCALE AS NOTED
DWG DATE 10/16/2020 SUPERSEDED
DRAWING NUMBER REVISION
P N G-C-027-0001 1 31 A
DISCIPLINE / RESOURCE CENTER / LINE NUMBER

MACHINE
CLEARING
ONLY AREA
BURNS & McDONNELL CONSULTANTS, INC.
STATE LICENSE # C-1435
CLAUDE A. McMULLAN
IFC SUBMITTAL DATE
NORTH CAROLINA
SEAL 047852
PROFESSIONAL ENG/ARCH STAMP
\A/ATTI =1 T!l
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.
V VJ1 I I LL%7 I V I-%UU I I IIVI ULR IVI/_% I J.
USE 1 FOOT OVERLAP ON
ADJOINING WATTES
DETAIL
SCALE: NTS
TIMBER MATS
209 - 0" DISTURBED AREA FOR ACCESS ROAD
2"
EXISTING GRADE
INSTALLATION NOTES:
CLEARING AND GRUBBING AREA
1/4" INCH PER FOOT (2%)
SIDE SLOPE (TYPICAL)
169 - 0"
PERMANENT ACCESS ROAD
ITL
COMPACTED SOIL
FILTRATION GEOTEXTILE TO STABILIZE
FOUNDATION (ESPECIALLY IMPORTANT WHERE
SOFT SOIL IS ANTICIPATED)
USE 4" OF COMPACTED ABC STONE. TOP COURSE 2-3" #57 STONE.
MAINTENANCE NOTES:
MONITOR TO SUPPLEMENT STONE OR BLADE TO MAINTAIN UNIFORM
RIDING SURFACE
DETAIL 2
SCALE: NTS
PERMANENT ACCESS ROAD
MACHINE
CLEARING
ONLY AREA
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 INSURE THERE IS NO RISK OF INAPPROPRIATE DISCLOSER ALL PREVIOUS PAPER COPIES OF THIS DRAWING MUST BE DESTROYED IN ACCORDANCE WITH RECORDS & INFO. MANAGEMENT (RIM) POLICY 1001
NO.1 DATE I REVISION(S) DESCRIPTION
A 110-16-20201 ISSUED FOR 90% REVIEW
BY I CHK JAPPD DESCRIPTION
LLO I JTG ICAM AREA CODE
ACCOUNT NUMBER
PROJECT NUMBER
DRAWING BY
STATION ID
CHECKER INITIALS
1910
10700
MX5694600
LLO
JTG
APPROVALS
DATE INITIALS REGIONAL B E L LA M Y LAKE ROAD DOT RELOCATION
N/A NIA
ENGINEER
DATE INITIALS MGR TECH DUKE 0111. Pieddo t ES&PC DETAILS
N/AATE NIA REC&STDENFIELD, NORTH CAROLINA
DATE INITIALS
10/16/2020 CAM PRINCIPAL
ENGINEER COPYRIGHT 2018 TARBORO RESOURCE CENTER, TARBORO, NORTH CAROLINA
SHEET(S) 16 OF 20 1 DWG SCALE AS NOTED
DWG DATE 10/16/2020 SUPERSEDED
DRAWING NUMBER
P N G-C-027-0001132
DISCIPLINE / RESOURCE CENTER / LINE NUMBER
REVISION
A

BURNS & McDONNELL CONSULTANTS, INC.
STATE LICENSE # C-1435
CLAUDE A. McMULLAN
IFC SUBMITTAL DATE
NORTH CAROLINA
SEAL 047852
PROFESSIONAL ENG/ARCH STAMP
SEE NOTE 1 r- GRADE
/\ > XI/
o �� SLURRY OR NATIVE BACKFILL 95%
c? RELATIVE COMPACTION
N SEE NOTE 3
z LU
o
� U
I z
1 2
6" WIDE POLYETHYLENE "BURIED
NATURAL GAS PIPELINE" WARNING TAPE
BACKFILL WITH SIFTED (ROCK AND
DEBRIS FREE) NATIVE BACKFILL OR SAND
SLURRY 2.00' ABOVE PIPE
8" OD MDPE, FOR FULL SPECIFICATION SEE
BILL OF MATERIALS
TRACER WIRE #14 GAUGE
SEE NOTE 2
12"
MIN.
NOTES:
1. CONTRACTOR SHALL BE RESPONSIBLE FOR BACKFILL AND RESTORATION WORK OF
ALL ROADS (PAVED AND UNPAVED) AS REQUIRED BY PIEDMONT NATURAL GAS AND
GOVERNING AGENCIES.
ABOVE GRADE PIPELINE MARKER
UNPAVED SURFACE
NOTES:
1. PIPELINE MARKERS SHALL BE PLACED AT:
I7A\ /CRACAIT
- IN LINE -OF -SIGHT INTERVALS AND TURNING POINTS
- ALL PUBLIC ROAD CROSSINGS
- ALL RAILROAD CROSSINGS
- RIVER, STREAM, CREEK, DITCH AND CANAL CROSSINGS
- UTILITY CROSSINGS (PER DUKE DISCRETION)
- SWAMPS OR WETLANDS (ENTRY AND EXIT)
- ROAD MEDIANS
- ABOVE GROUND FACILITIES SUCH AS VALVE SETTINGS, BORDER STATIONS, REGULATOR
STATIONS, AND PIPELINE INTERCONNECTS
- UNDERGROUND VALVES
- HDD ENTRY AND EXIT POINTS
2. PIPELINE MARKERS SHALL BE PLACES DIRECTLY ON TOP OR WITHIN 24 INCHES OF THE PIPELINE.
3. SET MARKERS AS SOON AS PRACTICAL AFTER THE INSTALLATION OF THE PIPELINE. MAKE EVERY
EFFORT TO PROVIDE MARKERS BEFORE VEGETATION IS RE-ESTABLISHED AFTER CONSTRUCTION.
2. TRACER WIRE SHALL BE INSTALLED UNDER PLASTIC PIPE, WITH BACKFILL BETWEEN
TRACER WIRE AND PIPE WITH NO CONTACT DIRECT BETWEEN THEM. TRACER WIRE 4. ABOVE GRADE PIPELINE MARKERS TO BE INSTALLED IN GRASS OR UNPAVED AREAS WHEN
MAY NOT BE WRAPPED AROUND A MAIN OR SERVICE LINE. PIPELINE MARKER IS REQUIRED.
3. THE TOP LAYER OF BACKFILL SHALL NOT CONTAIN ANY ROCKS WITH A DIAMETER 5. FLUSH PIPELINE MARKERS TO BE INSTALLED IN PAVEMENT WHEN PIPELINE MARKER IS REQUIRED.
LARGER THAN 3 INCHES.
DETAIL
SCALE: NTS
TYPICAL TRENCH BACKFILL PROFILE
DETAIL 2
SCALE: NTS
ABOVE GRADE AND FLUSH PIPELINE MARKER
*PROPRIETARY & CONFIDENTIAL *ALL RIGHTS RESERVED *DO NOT SCALE THIS DRAWING *USE DIMENSIONS ONLY
DUKE ENERGY & PIEDMONT NATURAL GAS DRAWINGS ARE CONFIDENTIAL *DRAWING IS CURRENT ONLY THROUGH THE LATEST REVISED DATE *TO ENSURE THERE IS NO RISK OF INAPPROPRIATE DISCLOSURE, ALL PREVIOUS PAPER COPIES OF THIS DRAWING MUST BE DESTROYED IN ACCORDANCE WITH RECORDS & INFO MANAGEMENT (RIM)
NO.1 DATE I REVISION(S) DESCRIPTION
A 110-16-20201 ISSUED FOR 90% REVIEW
BY CHK APPD DESCRIPTION
MJD ARR CAM AREA CODE 1910
ACCOUNT NUMBER 10700
PROJECT NUMBER MX5694600
DRAWING BY MJD
STATION ID
CHECKER INITIALS I ARR
APPROVALS
DATE
INITIALS
N/A
NIA
REGIONAL
ENGINEER
DATE
INITIALS
MGR TECH
N/A
NIA
REC & STD
DATE
INITIALS
PRINCIPAL
10/16/2020
CAM
ENGINEER
FLUSH PIPELINE MARKER
BELLAMY LAKE ROAD DOT RELOCATION
V Ar DUKE
N RGYy r6111 Pied ont CONSTRUCTION DETAILS
ENFI ELD, NORTH CAROLINA
COPYRIGHT 2018 TARBORO RESOURCE CENTER, TARBORO, NORTH CAROLINA
PRELIMINARY - NOT
FOR CONSTRUCTION
ISSUED FOR 90% REVIEW
SHEET(S) 17 OF 20 1 DWG SCALE NOT TO SCALE
DWG DATE 10/16/2090 1 SUPERSEDED
DRAWING NUMBER REVISIO
P N G-C-027-0001135 A
DISCIPLINE / RESOURCE CENTER / LINE NUMBER

NOTES:
SEE NOTE 5
TYPICAL CROSS SECTION
FOREIGN PIPELINE R.O.W.
w
z O
� w z
w _
-- � O I
PROPOSED PIPELINE
BURNS & McDONNELL CONSULTANTS, INC.
STATE LICENSE # C-1435
CLAUDE A. McMULLAN
IFC SUBMITTAL DATE
NORTH CAROLINA
SEAL 047852
PROFESSIONAL ENG/ARCH STAMP
2'-0"
MIN.
(NOTE 5)
NO VERT. OR HORZ. BENDS
WITHIN R.O.W.
CROSS SECTION OF FOREIGN P/L R.O.W.
1. PIPELINE MARKER TO BE INSTALLED AS SPECIFIED ON ALIGNMENT SHEETS.
2. INSTALL PIPELINE MARKER ON ROW LINE NEXT TO FENCE IF POSSIBLE.
3. SEE ALIGNMENT PLAN AND PROFILE DRAWINGS FOR MATERIAL SPECIFICATION.
4. CROSSING TO BE AS NEAR TO 900 TO THE CENTERLINE OF ROADWAY AS PRACTICAL.
5. EXCAVATION WITHIN THE LIMITS OF THE ROAD EASEMENT SHALL BE REPLACED WITH BACKFILL
SPECIFIED BY THE ENGINEER AND COMPACTED IN 6-INCH LAYERS.
DETAIL 3
SCALE: NTS
CONCEPT OPEN CUT - ROAD CROSSING
TYPICAL TEST LEAD STN.
NOTE 3
EXISTING GRADE
REFERENCE CELL
(NOTE 3)
EXISTING FOREIGN P/L
NOTES:
1. FOREIGN PIPELINE LOCATIONS & DEPTHS TO BE DETERMINED BY ELECTRONIC MEANS IN
ADVANCE OF PIPELINE CONSTRUCTION AND CONFIRMED BY CAREFULLY EXPOSING BY HAND
DIGGING. WHERE WITHIN 24" IN ANY DIRECTION FROM THE PIPELINE.
2. OWNER OF FOREIGN PIPELINE(S) SHALL BE NOTIFIED 48 HOURS IN ADVANCE OF EXCAVATION OF
CROSSING.
3. DEPTH OF PIPELINE INCLUDING 2'-0" MIN. CLEARANCE SHALL BE MAINTAINED FOR ALL FULL
BURIED CABLE R.O.W.
(IF EXISTS)
ANGULAR WIDTH OF FOREIGN PIPELINE R.O.W. = CO
4. PROPOSED PIPELINE MAY ONLY CROSS ABOVE THE FOREIGN PIPELINE(S) WHERE REQUESTED _ z
BY OR APPROVED BY FOREIGN OWNER IN WRITING.
DETAIL 5
SCALE: NTS
CROSSING FOREIGN PIPELINE
ROPING BENDS
PROPOSED PIPELINE
w
o EXISTING
z BURIED
CABLE
2'-0'
MIN.
(NOTE 7)
NO VERT. OR HORZ. BENDS
WITHIN R.O.W.
EXISTING GRADE
ROPING BENDS
SANDBAG SUPPORT TO
PREVENT DAMAGE DURING
BACKFILL
DETAIL 6
SCALE: NTS
NOTES:
1. BURIED CABLE LOCATIONS & PIPE DEPTHS TO BE DETERMINED BY ELECTRONIC MEANS IN
ADVANCE OF PIPELINE CONSTRUCTION AND CONFIRMED BY CAREFULLY EXPOSING BY HAND
DIGGING. WHEN WITHIN 24" IN ANY DIRECTION FROM THE PIPELINE.
2. OWNER OF BURIED CABLE(S) SHALL BE NOTIFIED 48 HOURS IN ADVANCE OF EXCAVATION OF
CROSSING.
3. DEPTH OF PIPELINE INCLUDING 2'-0" MIN. CLEARANCE SHALL BE MAINTAINED FOR THE FULL
ANGULAR WIDTH OF BURIED CABLE R.O.W.
4. PROPOSED PIPELINE MAY ONLY CROSS ABOVE BURIED CABLE(S) WHERE APPROVED IN WRITING
BY BURIED CABLE OWNER.
5. CONTRACTOR TO SUPPORT EXPOSED CABLE WITH WOOD PLANK OR STRUCTURAL STEEL DURING
CONSTRUCTION.
6. CONTRACTOR TO UTILIZE CAUTION WITH PLACEMENT OF BACKFILL TO MINIMIZE POSSIBLE
DAMAGE TO THE CABLE.
7. REFER TO 0&M 204 / C1005. CONSTRUCTION NEAR COMPANY FACILITIES.
CROSS SECTION OF BURIED CABLE R.O.W.
*PROPRIETARY & CONFIDENTIAL *ALL RIGHTS RESERVED *DO NOT SCALE THIS DRAWING *USE DIMENSIONS ONLY
DUKE ENERGY & PIEDMONT NATURAL GAS DRAWINGS ARE CONFIDENTIAL *DRAWING IS CURRENT ONLY THROUGH THE LATEST REVISED DATE *TO ENSURE THERE IS NO RISK OF INAPPROPRIATE DISCLOSURE, ALL PREVIOUS PAPER COPIES OF THIS DRAWING MUST BE DESTROYED IN ACCORDANCE WITH RECORDS & INFO MANAGEMENT (RIM)
NO.1 DATE REVISION(S) DESCRIPTION
A 110-16-20201 ISSUED FOR 90% REVIEW
BY CHK I APPD DESCRIPTION
MJD ARR CAM AREA CODE 1910
ACCOUNT NUMBER 10700
PROJECT NUMBER MX5694600
DRAWING BY MJD
STATION ID
CHECKER INITIALS ARR
DATE
N/A
DATE
N/A
DATE
10/16/2020
INITIALS
NIA
INITIALS
NIA
INITIALS
CAM
APPROVALS
REGIONAL
ENGINEER
4nDUKE
ENERGY.,
MGR TECH
REC & STD
PRINCIPAL
ENGINEER
011 Piedmont
Natural Gas
COPYRIGHT 2018
BELLAMY LAKE ROAD DOT RELOCATION
CONSTRUCTION DETAILS
ENFI ELD, NORTH CAROLINA
TARBORO RESOURCE CENTER, TARBORO, NORTH CAROLINA
PRELIMINARY - NOT
FOR CONSTRUCTION
ISSUED FOR 90% REVIEW
SHEET(S) 18 OF 20 DWG SCALE NOT TO SCALE
DWG DATE 10/16/2090 SUPERSEDED
DRAWING NUMBER REVISION
P N G-C-027-0001136 A
DISCIPLINE / RESOURCE CENTER / LINE NUMBER

;ETC
7606 Whitehall Executive Center Drive
Charlotte, NC 28273
704-529-3200
Fax [phone]
TEST BORING LOG
7606 Whitehall Executive Center Drive
Charlotte, NC 28273
704-529-3200
Fax [phone]
TEST BORING LOG jAFk 7606 Whitehall Executive Center Drive TEST BORING LOG
'ffICCharlotte, NC 28273
A IF704-529-3200
Fax [phone]
BURNS & McDONNELL CONSULTANTS, INC.
STATE LICENSE # C-1435
CLAUDE A MCMULLAN
IFC SUBMITTAL DATE
NORTH CAROLINA
SEAL 047852
PROFESSIONAL ENG/ARCH STAMP
CLIENT BURNS & MCDONNELL BORING # B-1
PROJECT NAME PNG JOB # 199BAM2006
PROJECT LOCATION Bellamy Lake Road DRAWN BY JIGS
Enfield, NC APPROVED BY JIGS
Date Started 5/6120 Hammer Wt. 140 lbs.
Date Completed 5/6120 Hammer Drop 30 in.
Drill Foreman FISHBURNE Spoon Sampler OD 2 in.
Inspector ATC Rock Core Dia. NIA in.
N
Boring Method HSA Shelby Tube OD NIA in.
�L
°Q
-9 r-
E
m d
O. (' «.
d in
i
av 0
s~ En
i
VO 7
m
O
d
o
m
C
SOIL CLASSIFICATION
d
z
T
a
E
3 L
L° m
L m
a) `�
m
D_
an d
m
d O. Q
m m 8°
Q
qm E
y�.
o
'6
U
m
N
o
a1
SURFACE ELEVATION
in ❑
o cn
cn z
m rn C7
ai
rn 1-
6 d
:2
a
a
6"ORGANIC LADEN SOIL
0.5
1
SS
6
12.0
Loose brown and orange clayey SAND w/ trace rock
2.0
2
fragments f
SS
4
18.3
Very loose brown and orange silty SAND w/ trace
4.0
clay
SS
2
.2
3
Very soft to soft light brown and tan sandy SILT
5
4
SS
3
20
17
52% Passing No.
8.0
SS
5
19.6
200 Sieve
Loose brown clayey silty SAND
5
10
13.0
SS
5
26
18
61 % Passing No.
Firm brown silty sandy CLAY
6
200 Sieve
15
Y
18.0
SS
64
12.4
PARTIALLY WEATHERED ROCK: Samples as
7
brown silty sand with rock fragments
20
21.5
OR
Foliated to massive granitic rock, megacrystic to
8
equigranular. The Geologic Map of NC lists this as an
intrusive rock (Le. igneous) but it is lightly
metamorphosed, somewhere between a granite and
25.0
a gneiss.
25
ORE
18956
9
REC = 100%, RQD = 84.5%
REC = 100%, RQD = 100%
30.0
30
DORE
REC = 100%, RQD = 100%
10
35.0
CLIENT BURNS & MCDONNELL BORING # B-1
PROJECT NAME PNG JOB # 199BAM2006
PROJECT LOCATION Bellamy Lake Road DRAWN BY JIGS
Enfield, NC APPROVED BY JIGS
UMLLIIYV G11U J"Vlr L11YV I1YrVR1Y11111V11
I G0I
Uf
1P
Date Started 5/6120 Hammer Wt. 140 lbs.
Date Completed 5/6120 Hammer Drop 30 in.
Drill Foreman FISHBURNE Spoon Sampler OD 2 in.
Inspector ATC Rock Core Dia. NIA in.
w
tlJ
Boring Method HSA Shelby Tube OD N/A in.
8.2
°Q
-9
E
o a
O. (7
din
c
.m.. a0
wEn
c
V 7
m
O
d
o
C
SOIL CLASSIFICATION
d
1 2 Z
a
E
3 L
L° m
L m
o o
m
O.
an d
W a1
CL d �
m m u°
j "O
N Q
E
o
:O
Q
2
m
N
o
a1
m
(continued)
in ❑
o co
cn z
cn U3
C7 m F
C7 c�
�
a
a
REC = 100%, RQD = 100°%
11
DORE
23840
40.0
40
OR
REC = 100%, RQD = 100%
12
45.0
45
DORE
REC = 100%, RQD = 96.7%
13
50.0
50
OR
REC =100%, RQD = 93.3%
14
55.0
55
'ORE
16109
REC =100%, RQD = 100%
15
60.0
60
OR
REC = 95.4%, RQD = 95.4%
16
65.0
65
OR
REC = 95.4%, RQD = 92.5%
17
70.0
CLIENT BURNS & MCDONNELL BORING # B-1
PROJECT NAME PNG JOB # 199BAM2006
PROJECT LOCATION Bellamy Lake Road DRAWN BY JIGS
Enfield, NC APPROVED BY JIGS
n Pii 1 IAIL3 -i CA6API 11Jr, 11UFr1RAAAT10ki TFCT nATA
Date Started 5/6120 Hammer Wt. 140 lbs.
Date Completed 5/6120 Hammer Drop 30 in.
Drill Foreman FISHBURNE Spoon Sampler OD 2 in.
Inspector ATC Rock Core Dia. NIA in.
c
Z
N
Boring Method HSA Shelby Tube OD NIA in.
L
m
-9
-EmT
o
c
wm
c
m
v
a
o
CLASSIFICATION
E t
m c
m
CL
an dmao°3
m
_o
m zSOIL
v
N a
E
oc
ar
am
o
m
(continued)
cna
ow
cn
m
�
�
_1
a
ao
�
REC = 100%, RQD = 100%
18
DORE
75.0
75
BORING TERMINATED
Sample Type
Depth to Groundwater
Boring Method
Sample Type
Depth to Groundwater
Boring Method
Sample Type
Depth to Groundwater
Boring Method
SS - Driven Split Spoon
a Noted on Drilling Tools WA ft.
HSA - Hollow Stem Augers
SS - Driven Split Spoon
a Noted on Drilling Tools WA ft.
HSA - Hollow Stem Augers
SS -Driven Split Spoon
a Noted on Drilling Tools N/A ft.
HSA - Hollow Stem Augers
ST -Pressed Shelby Tube
* At Completion (in augers) N/A ft.
CFA -Continuous Flight Augers
ST -Pressed Shelby Tube
* At Completion (in augers) N/A ft.
CFA -Continuous Flight Augers
ST -pressed Shelby Tube
S At Completion (in augers) N/A ft.
CFA -Continuous Flight Augers
CA - Continuous Flight Auger
At Completion (open hole) NIA ft.
DC - Driving Casing
CA - Continuous Flight Auger
9 At Completion (open hole) NIA ft.
DC - Driving Casing
CA - Continuous Flight Auger
9 At Completion (open hole) NIA ft.
DC - Driving Casing
RC -Rock Core
3 After NIA hours N/A ft.
MD -Mud Drilling
RC -Rock Core
After NIA hours NIA ft.
MD -Mud Drilling
RC -Rock Core
After N/A hours N/A ft.
MD -Mud Drilling
CU - Cuttings
CU - Cuttings
-z
CU - Cuttings
_z
CT - Continuous Tube
7 After NIA hours NIA ft.
Page 1 of 3
CT - Continuous Tube
y After NIA hours N/A ft.
Page 2 of 3
CT - Continuous Tube
i After NIA hours N/A ft.
Page 3 of 3
1W Cave Depth 17.0 ft.
a Cave Depth 17.0 ft.
1W Cave Depth 17.0 ft.
7606 Whitehall Executive Center Drive
TEST BORING LOG
E-
7606 Whitehall Executive Center Drive
TEST BORING LOG
r
7606 Whitehall Executive Center Drive
TEST BORING LOG
kJ
Charlotte, NC 28273
/
Charlotte, NC 28273
/
Charlotte, NC 28273
704-529-3200
704-529-3200
/
704-529-3200
Fax [phone]
Fax [phone]
Fax [phone]
CLIENT BURNS & MCDONNELL
BORING #
B-2
CLIENT BURNS & MCDONNELL
BORING #
B-2
CLIENT BURNS & MCDONNELL
BORING #
B-2
PROJECT NAME PNG
JOB #
199BAM2006
PROJECT NAME PNG
JOB #
199BAM2006
PROJECT NAME PNG
JOB #
199BAM2006
PROJECT LOCATION Bellamy Lake Road
DRAWN BY
JIGS
PROJECT LOCATION Bellamy Lake Road
DRAWN BY
JIGS
PROJECT LOCATION Bellamy Lake Road
DRAWN BY
JIGS
Enfield, NC
APPROVED BY JIGS
Enfield, NC
APPROVED BY JIGS
Enfield, NC
APPROVED BY JIGS
DRILLING and SAMPLING INFORMATION
TEST DATA
DRILLING and SAMPLING INFORMATION
TEST DATA
DRILLING and SAMPLING INFORMATION
TEST DATA
Date Started 514120 Hammer Wt. 140 lbs.
Date Completed 514/20 Hammer Drop 30 in.
Drill Foreman FISHBURNE Spoon Sampler OD 2 in.
Inspector ATC Rock Core Dia. N/A in.
�
_
-
Boring Method HSA Shelby Tube OD N/A in.
0
°o
m m
w?
m
tL
m aE
n ��...
y
�Q
n
ao
win
cal
�>
u
c
o
Um
a
Q
c
SOIL CLASSIFICATION
E
ry
r m
m
a
d ra
a Ho
m a
3
m z
v-
d
n s
3
�
a
'�
J
a
Y
Y
m
SURFACE ELEVATION
`� u
m 40
m o
ra m °"i
E
C7
2 m
o
6 d
o
m
$
m
in o
o con
cn z
v> cn
N F
2
a
a
Ir
' 6 " ORGANIC LADEN SOIL
0.5
2.0
1
SS
SS
4
7
18.3
17.3
Soft dark orange sandy CLAY
Loose dark orange clayey SAND
2
5
SS
9
4219
3
6.0
SS
11
3.6
Stiff dark orange clayey SAND w/ trace silt
4
8.0
SS
59
11.0
PARTIALLY WEATHERED ROCK: Samples as
5
brown silty clayey sand with rock fragments
10
13.0
SS
13
21.4
Stiff brown and orange sandy SILT wl rock fragments
6
15
18.0
SS
8
Firm brown, orange and dark gray sandy SILT w/
7
rock fragments
20
23.0
SS
42
Dense dark gray and brown silty SAND w/ rock
8
fragments
25
28.0
SS
36
Hard dark gray, orange and brown sandy SILT
9
30
SS
50/4'
10
Date Started 514120 Hammer Wt. 140 lbs.
Date Completed 514/20 Hammer Drop 30 in.
Drill Foreman FISHBURNE Spoon Sampler OD 2 in.
Inspector ATC Rock Gore Dia. NIA in.
�
_
-
Boring Method HSA Shelby Tube OD NIA in.'15
w?
m
LL
maE
n @�..,
y
��gg
y3
ao
wtn
cal
g>
N
c
o
m?
_
J
a.
d
Q
d
c
SOIL CLASSIFICATION
E
w
L m
am
m
a
E
d m
a 8 0
E Ea
a
3
m z
v-
c y
d
n s
E
3
a
�
w
a
Y
Y
m
E
(continued)
E a
o
o N
w
V) inW
e
L)
2
L
a
m
z°
co I—
a
a.
36.0
DORE
Foliated to massive granitic rock, megacrystic to
11
equigranular. The Geologic Map of NC lists this as an
intrusive rock (i.e. igneous) but it is lightly
metamorphosed, somewhere between a granite and
a gneiss.
40
42.3
DORE
REC = 80%, RQD = 64%
12
45
48.5
OR
REC = 100%, RQD = 100%
13
50
53.5
DORE
REC = 100%, RQD = 90.0%
14
55
58.5
DORE
REC = 98.3%, RQD = 92.5%
15
60
63.5
DORE
REC = 95%, RQD = 94.2%
16
65
68.5
DOR
REC = 100%, RQD = 79.7%
17
Date Started 514/20 Hammer Wt. 140 lbs.
Date Completed 5/4120 Hammer Drop 30 in.
Drill Foreman FISHBURNE Spoon Sampler OD 2 in.
Inspector ATC Rock Core Dia. NIA in.
�
t
_
-
Boring Method HSA Shelby Tube OD NIA in.
rn
0
m
LL
ii
=3v
N�
IL
wfn
8
oLO�cc3
J
d
SOIL CLASSIFICATION
o m
B
j
aY
E
r
t�
a
o°o(continued)
c
E
in
znr
a a
E E p
c
Z
y
m P
' n
QE
0$
V
0
a
Cr
a
a
E
Ofm
75.0
75
BORING TERMINATED
Sample Type
Depth to Groundwater
Boring Method
Sample Type
Depth to Groundwater
Boring Method
Sample Type
Depth to Groundwater
Boring Method
SS -Driven Split Spoon
0 Noted on Drilling Tools N/A ft.
HSA - Hollow Stem Augers
SS -Driven Split Spoon
0 Noted on Drilling Tools N/A ft.
HSA - Hollow Stem Augers
SS -Driven Split Spoon
# Noted on Drilling Tools NIA ft.
HSA - Hollow Stem Augers
ST -Pressed Shelby Tube
f At Completion (in augers) NIA ft.
CFA - Continuous Flight Augers
ST -Pressed Shelby Tube
f At Completion (in augers) N/A ft.
CFA - Continuous Flight Augers
ST -Pressed Shelby Tube
f At Completion (in augers) N/A ft.
CFA - Continuous Flight Augers
CA - Continuous Flight Auger
At Completion (open hole) N/A ft.
DC - Driving Casing
CA - Continuous Flight Auger
E� At Completion (open hole) N/A ft.
DC - Driving Casing
CA - Continuous Flight Auger
At Completion (open holed ft.
DC - Driving Casing
RC - Rock Core
CU - Cuttings
3 After NIA hours N/A ft.
MD -Mud Drilling
RC - Rock Core
CU - Cuttings
3 After NIA hours N/A ft.
MD -Mud Drilling
RC -Rock Core
CU - Cuttings
3 After NIA hours NIA ft.
MD -Mud Drilling
CT - Continuous Tube
y After N/A hours N/A ft.
Page 1 of 3
CT - Continuous Tube
T After NIA hours N/A ft.
Page 2 of 3
CT - Continuous Tube
y After N/A hours N/A ft.
Page 3 of 3
PRELIMINARY - NOT
ig Cave Depth 14.0 ft.
m Cave Depth 14.0 ft.
Cave Depth 14.0 ft.
FOR CONSTRUCTION
ISSUED FOR 90% REVIEW
*PROPRIETARY & CONFIDENTIAL *ALL RIGHTS RESERVED *DO NOT SCALE THIS DRAWING *USE DIMENSIONS ONLY
DUKE ENERGY & PIEDMONT NATURAL GAS DRAWINGS ARE CONFIDENTIAL *DRAWING IS CURRENT ONLY THROUGH THE LATEST REVISED DATE *TO ENSURE THERE IS NO RISK OF INAPPROPRIATE DISCLOSURE, ALL PREVIOUS PAPER COPIES OF THIS DRAWING MUST BE DESTROYED IN ACCORDANCE WITH RECORDS & INFO MANAGEMENT (RIM)
NO.1 DATE I REVISION(S) DESCRIPTION
A 110-16-20201 ISSUED FOR 90% REVIEW
BY CHK I APPD DESCRIPTION
MJD ARR CAM AREA CODE 1910
ACCOUNT NUMBER 10700
PROJECT NUMBER MX5694600
DRAWING BY MJD
STATION ID
CHECKER INITIALS ARR
APPROVALS
DATE
INITIALS
N/A
N/A
REGIONAL
ENGINEER
DATE
INITIALS
MGR TECH
N/A
NIA
REC & STD
DATE
INITIALS
PRINCIPAL
10/16/2020
CAM
ENGINEER
BELLAMY LAKE ROAD DOT RELOCATION
VDUKE
N RGY. r6111 Nad aont GEOTECHNICAL BORING LOGS
ENFI ELD, NORTH CAROLINA
COPYRIGHT 2018 TARBORO RESOURCE CENTER, TARBORO, NORTH CAROLINA
SHEET(S) 19 OF 20 1 DWG SCALE NOT TO SCALE
DWG DATE 10/16/2020 1 SUPERSEDED
DRAWING NUMBER REVISIO
PNG-C-027-0001140 A
DISCIPLINE / RESOURCE CENTER / LINE NUMBER

BURNS & McDONNELL CONSULTANTS, INC.
STATE LICENSE # C-1435
CLAUDE A McMULLAN
IFC SUBMITTAL DATE
NORTH CAROLINA
SEAL 047852
PROFESSIONAL ENG/ARCH STAMP
- 7606 Whitehall Executive
Center
Drive
TEST
BORING LOG
/ 7606 Whitehall Executive
Center
Drive
TEST
BORING LOG
1606 Whitehall Executive
Center
Drive
TEST
BORING LOG
Charlotte, NC
28273
jAk Charlotte, NC
28273
/ Charlotte,C
V
28273
704-529-3200
704-529-3200
Fax [phone]
Fax [phone]
Fax [phone]
CLIENT BURNS & MCDONNELL
BORING
#
B-3
CLIENT BURNS & MCDONNELL
BORING
#
B-3
CLIENT BURNS & MCDONNELL
BORING
#
B-3
199BAM2006
199BAM2006
199BAM2006
PROJECT NAME PNG
JOB
#
PROJECT NAME PNG
JOB
#
PROJECT NAME PNG
JOB
#
BY
JIGS
BY
JIGS
BY
JIGS
PROJECT LOCATION Bellamy Lake Road
DRAWN
PROJECT LOCATION Bellamy Lake Road
DRAWN
PROJECT LOCATION Bellamy Lake Road
DRAWN
JIGS
JIGS
JIGS
Enfield, NC
APPROVED
BY
Enfield, NC
APPROVED
BY
Enfield, NC
APPROVED
BY
TEST
DATA
TEST
DATA
TEST
DATA
DRILLING and SAMPLING INFORMATION
DRILLING and SAMPLING INFORMATION
DRILLING and SAMPLING INFORMATION
Date Started 5/5120 Hammer Wt. 140 lbs.
Date Started 5/5120 Hammer Wt. 140 lbs.
Date Started 515120 Hammer Wt. 140 lbs.
Date Completed 5/5120 Hammer Drop 30 in.
Date Completed 5/5120 Hammer Drop 30 in.
Date Completed 515120 Hammer Drop 30 in.
Drill Foreman FISHBURNE Spoon Sampler OD 2 in.
Drill Foreman FISHBURNE Spoon Sampler OD 2 in.
Drill Foreman FISHBURNE Spoon Sampler OD 2 in.
Inspector ATC Rock Core Dia. NIA in.
Boring Method HSA Shelby Tube OD N/A in.
co
82
m �'�
a U.
U m
N dm
d a� 3�
E E 8 o
r16n rntr C7
c
-2-6
-6
m N
c 3
ao
�p Z
c n
in r
C
r
w N
c m
�>
c y
Q
-� 6
° E
ci U
e
m
c
o
U
.-Ti-
J
d_
E
J
�
�
a
U
m
a
m
O
°'
a
N
cYi
a
m
m
E
Inspector ATC Rode Core Dia. NIA in.
Boring Method HSA Shelby Tube OD NIA in.
N
8 2
L=
m D m
a ``U
U
N dm
D_ O. >
E E 8
m m m
m m�
c
D a+
— o
m N
c 3
°.�' ao
m
,p
3� Z
o c m
U in r
C
8i P
w CO
c m
$>
c y
Q
.m 6
°' E
Ci U
o
tm„
c
o
U
+�.
J
d_
E
J
�
J
a
E
Z]
U
y
a
m
O
m
a
N
cYi
ao
m
m
E
Inspector ATC Rock Core Dia. N/A in.
Boring Method HSA Shelby Tube OD N/A in.
N
2
:E
m n
a mU
U
m dm
d d>
E E 8
`m° ca
"'
m
j
o
c
2 .6
— °Q
N N
c a
ao
o o
m
'O Z
c w
m
in r
Z
C
-9 d
.9
m
$>
c y
Z N
m i].
a E
o
d U
c
m
o
U
ate+
N
o
2
_
J
d
J
O
5
v
a
U
5
m
a
m
m
2
m
a-
N
o
a
m
m
E
m
SOIL CLASSIFICATION
E
a s
cn o
n
m
N
d
E
m z
SOIL CLASSIFICATION
E
_3 L
a
° m
cn�
yL-. m
o m
m o
U m
N
d
E
an d
mz
SOIL CLASSIFICATION
E
� r
n
Co0
t... m
a
0�
N
O.
E
CoWiz6
SURFACE ELEVATION
{continued)
(continued)7
6 "ORGANIC LADEN SOIL
0.5
1
SS
5
17.4
REC = 100%, RQD = 100%
11
O
REC = iD0%, RQD = 100%
18
OR
Loose light brown silty SAND
2.0
Very stiff orangish brown sandy CLAY
2
SS
20
33
17
4.0
Very stiff dark orangish brown, brown, and white
sandy CLAY
3
6.0
5
SS
23
23.3
40.0
40
ORE
75.0
75
0996
REC = 100%, RQD = 95%
12
BORING TERMINATED
Medium dense dark orangish brown, brown, and
4
SS
white clayey SAND
8.0
Medium dense dark orange clayey SAND
5
SS
15
15.3
10
45.0
45
'ORE
21924
REC = 100%, RQD = 100%
13
13.0
Very dense dark gray silty SAND w/ rock fragments
6
SS
50/1"
15
50.0
50
30RE
22993
REC = 100%, RQD = 100%
14
SS
5011"
7
21.0
20
55.0
55
OR
REC = 100%, RQD = 100%
15
Foliated to massive granitic rock, megacrystic to
8'ORE
equigranular. The Geologic Map of NC lists this as an
intrusive rock (i.e. igneous) but it is lightly
metamorphosed, somewhere between a granite and
a gneiss.
REC = 100%, RQD = 100%
25.0
25
',ORE
60.0
60
ORE
14749
9
REC = 100%, RQD = 94.2%
16
REC = 100%, RQD = 100%
30.0
30
ORE
65.0
65
OR
REC = 100%, RQD = 94.6%
10
REC = 91.7%, ROD = 78.3%
17
35.0
70.0
Sample Type Depth to Groundwater
Boring Method
Sample Type Depth to Groundwater
Boring Method
Sample Type Depth to Groundwater
Boring Method
SS - Driven Split Spoon A Noted on Drilling Tools
NIA
ft.
HSA
- Hollow Stem Augers
SS -Driven Split Spoon A Noted on Drilling Tools
NIA
ft.
HSA
- Hollow Stem Augers
SS - Driven Split Spoon ! Noted on Drilling Tools
N/A
ft.
HSA
- Hollow Stem Augers
ST - Pressed Shelby Tube At Completion (in augers)
CA - Continuous Flight Auger
RC - Rock Core At Completion (open
CU -Cuttings � After NIA hours
CT -Continuous Tube After NIA hours
1a Cave Depth
N/A
hole) N/A
N/A
N/A
16.0
ft.
ft.
ft.
ft.
ft.
CFA
DC
MD
- Continuous Flight Augers
- Driving Casing
- Mud Drilling
Page 1 of 3
ST - Pressed Shelby Tube At Completion (in augers)
CA - Continuous Flight Auger
RC - Rock Core At Completion (open
CU -Cuttings 3 After N/A hours
CT -Continuous Tube After NIA hours
a Cave Depth
N/A
hole) N/A
NIA
N/A
16.0
ft.
ft.
ft.
ft.
ft.
CFA
DC
MD
- Continuous Flight Augers
- Driving Casing
-Mud Drilling
Page 2 of 3
ST - Pressed Shelby Tube At Completion (in augers)
CA - Continuous Flight Auger
At Completion (open
RC - Rock Core
CU -Cuttings After NIA hours
CT - Continuous Tube After N/A hours
Cave Depth
N/A
hole)
N/A
N/A
16.0
ft.
ft.
ft.
ft.
ft.
CFA
DC
MD
-Continuous Flight Augers
- Driving Casing
-Mud Drilling
Page 3 of 3
*PROPRIETARY & CONFIDENTIAL *ALL RIGHTS RESERVED *DO NOT SCALE THIS DRAWING *USE DIMENSIONS ONLY
DUKE ENERGY & PIEDMONT NATURAL GAS DRAWINGS ARE CONFIDENTIAL *DRAWING IS CURRENT ONLY THROUGH THE LATEST REVISED DATE *TO ENSURE THERE IS NO RISK OF INAPPROPRIATE DISCLOSURE, ALL PREVIOUS PAPER COPIES OF THIS DRAWING MUST BE DESTROYED IN ACCORDANCE WITH RECORDS & INFO MANAGEMENT (RIM)
NO.1 DATE I REVISION(S) DESCRIPTION
A 110-16-20201 ISSUED FOR 90% REVIEW
BY CHK I APPD DESCRIPTION
MJD ARR CAM AREA CODE 1910
ACCOUNT NUMBER 10700
PROJECT NUMBER MX5694600
DRAWING BY MJD
STATION ID
CHECKER INITIALS ARR
APPROVALS
DATE
INITIALS
N/A
N/A
REGIONAL
ENGINEER
DATE
INITIALS
MGR TECH
N/A
NIA
REC & STD
DATE
INITIALS
PRINCIPAL
10/16/2020
CAM
ENGINEER
BELLAMY LAKE ROAD DOT RELOCATION
DUN E 011INatural Piedmont GEOTECHNICAL BORING LOGS
ENFI ELD, NORTH CAROLINA
COPYRIGHT 2018 TARBORO RESOURCE CENTER, TARBORO, NORTH CAROLINA
PRELIMINARY - NOT
FOR CONSTRUCTION
ISSUED FOR 90% REVIEW
SHEET(S) 20 OF 20 DWG SCALE NOT TO SCALE
DWG DATE 10/16/2020 SUPERSEDED
DRAWING NUMBER REVISIO
PNG-C-027-0001141 A
DISCIPLINE / RESOURCE CENTER / LINE NUMBER