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NPDES
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DISTURBED AREA
201.38 Acres
PROPRIETARY & CONFIDENTIAL ALL RIGHTS RESERVED * DO NOT SCALE THIS DRAWING * USE DIMENSIONS ONLY REF. DWG(S)
PIEDMONT'S NATURAL GAS FACILITY DRAWINGS ARE CONSIDERED CONFIDENTIAL (OM -1095) * DRAWING IS CURRENT ONLY THROUGH THE LATEST REVISED DATE * TO INSURE THERE IS NO RISK OF INAPPROPRIATE DISCLOSURE ALL PREVIOUS PAPER COPIES OF THIS DRAWING MUST BE DESTROYED IN ACCORDANCE WITH RECORDS & INFO. MANAGEMENT (RIM) POLICY 1001
NO. DATE REVISION(S) DESCRIPTION BY CHK APPD DESCRIPTION APPROVALS
SHEET(S) 1 OF 26 DWG SCALE 1" - 100'
AREA CODE DATE INITIALS LINE 439 PROJECT _
NIA REGIONAL Piedmont DWG DATE 3/22/2019 SUPERSEDED
ACCOUNT NUMBER ENGINEER ESC N O I SHEET
PROJECT NUMBER 2451417 DATE INITIALS
PROJECT
MGR TECH Natural Gas DRAWING NUMBER REVISION
DRAWING BY BPP CTIA REC&STD WINTERVILLE NORTH CAROLINA PNG BC -G-001 A
DATE INITIALS COPYRIGHT 2015 PIEDMONT NATURAL GAS CORP. �
STATION ID XX/XX/20XX XXX PRINCIPAL CORP. OFFICE 4720 PIEDMONT ROW DRIVE
CHECKER INITIALS CM ENGINEER CHARLOTTE, NC 28210 DISCIPLINE /RESOURCE CENTER /LINE NUMBER

PROFESSIONAL ENG/ARCH STAMP
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USGS QUAD MAPS FOR SE AND SW GREENVILLE, NC
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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 DISCLOSURE ALL PREVIOUS PAPER COPIES OF THIS DRAWING MUST BE DESTROYED IN ACCORDANCE WITH RECORDS & INFO. MANAGEMENT (RIM) POLICY 1001
NO.I DATE
REVISION(S) DESCRIPTION
BY CHK JAPPD DESCRIPTION
AREA CODE
ACCOUNT NUMBER
PROJECT NUMBER 2451417
DRAWING BY BPP
STATION ID
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DATE
INITIALS
N/A
DATE
INITIALS
N/A
DATE
INITIALS
XX/XX/20XX
XXX
APPROVALS
REGIONAL Piedmont
ENGINEER
MGR TECH NaturalREC &STD Gas
PRINCIPAL COPYRIGHT 2015 PIEDMONT NATURAL GAS CORP.
CORP. OFFICE 4720 PIEDMONT ROW DRIVE
ENGINEER CHARLOTTE, NC 28210
LINE 439 PROJECT
ESC NOI SHEET
WI NTERVI LLE, NORTH CAROLINA
REF. DWG(S)
SHEET(S) 2 OF 26 DWG SCALE
DWG DATE 3/22/2018 SUPERSEDED
DRAWING NUMBER
P N G BC -G-002
DISCIPLINE / RESOURCE CENTER / LINE NUMBER
1" = 100'
REVISION
A

EROSION AND SEDIMENT CONTROL NARRATIVE:
PROJECT DESCRIPTION
THE PROJECT ARE IS COMPRISED OF APPROXIMATELY 650 ACRES OF LAND ALONG A PROPOSED
19 -MILE PROJECT CORRIDOR IN PITT COUNTY, NORTH CAROLINA IN CLOSE PROXIMITY TO THE
SOUTHERN EXTENT OF THE CITY OF GREENVILLE. THE CORRIDOR BEGINS NEAR NASH JOYNER ROAD
TO THE WEST OF THE CITY AND ENCIRCLES SOUTHERN GREENVILLE FROM WEST TO EAST BEFORE
REACHING THE CORRIDOR TERMINUS AT SUNNY SIDE ROAD. THE PROJECT AREA IS LOCATED IN BOTH
THE TAR-PAMLICO AND NEUSE RIVER BASINS IN HUC CODES 03020202 AND 03020103.
PITT COUNTY IS IN THE MIDDLE AND UPPER ATLANTIC COASTAL PLAIN PHYSIOGRAPHIC PROVINCE.
THE PROJECT ALIGNMENT RUNS THROUGH A BROAD, FLAT AREA WITH SLOPES GENERALLY LESS THAN
4%. THE COUNTY SPANS THE INTERSTREAM DIVIDE SEPARATING THE TAR-PAMILICO AND NEUSE RIVER
BASINS, AND THE INTERSTREAM DIVIDE SEPARATING THE MIDDLE NEUSE AND CONTENTNEA SUB
BASINS OF THE NEUSE RIVER BASIN.
EXISTING SITE CONDITIONS
MOST OF THE STUDY AREA IS COMPRISED OF EXISTING AGRICULTURAL LAND INTERSPERSED WITH
RESIDENTIAL DEVELOPMENTS, ARTERIAL AND SECONDARY ROADWAYS, UTILITY LINES, FORESTED
WOOD LOTS, AND NATURAL VEGETATION COMMUNITIES. NATURAL AREAS ARE EARLY
SUCCESSIONAL COMMUNITIES WHERE PREVIOUS LAND MANAGEMENT OCCURRED. THE WESTERN
PORTION OF THE STUDY AREA ALSO INTERSECTS THE GREENVILLE SOUTHWEST BYPASS PROJECT,
CONSTRUCTION ACTIVITIES FOR WHICH ARE ONGOING.
THE PROJECT AREA IS LOCATED ON THE GREENVILLE SW AND GREENVILLE SE USGS QUADRANGLES
(USGS 2018). THE USGS MAPS SHOW THAT MORE THAN HALF OF THE STUDY AREA IS COMPOSED OF
AGRICULTURAL "OPEN" LANDS BETWEEN VARIOUS TRACTS OF FORESTED COVER, RESIDENTIAL
DEVELOPMENT, OR ROAD NETWORKS. THE STUDY AREA CROSSES SEVEN NAMED STREAMS AND
SWAMPS, IDENTIFIED AS JUNIPER BRANCH, FORK SWAMP, SWIFT CREEK, HORSEPEN SWAMP, INDIAN
WELL SWAMP, GUM SWAMP, AND THE TAR RIVER. SEVERAL UNNAMED HEADWATER STREAMS ARE
ALSO DEPICTED AS PERENNIALLY FLOWING (AS INDICATED BY A SOLID BLUE LINE ON THE
QUADRANGLES) TRIBUTARIES TO THE ABOVE REFERENCED NAMED SYSTEMS.
ALTHOUGH USGS MAPS SHOW CONTOUR ELEVATIONS THAT RANGE BETWEEN APPROXIMATELY 10
FEET AND 70 FEET ABOVE MEAN SEA LEVEL (MSL), THE HIGHER END OF THAT RANGE IS
REPRESENTATIVE OF THE MAJORITY OF THE LINE 439 PROJECT. ELEVATION DECREASES AS THE
STUDY AREA CROSSES NATURAL DRAINAGEWAYS, WITHY THE LOWEST ELEVATION FOUND ALONG
THE EXPANSIVE TAR RIVER FLOODPLAIN INTERSECTING THE EASTERN END OF THE PROJECT
CORRIDOR.
GROUND STABILIZATION
IN ACCORDANCE WITH NPDES CONSTRUCTION STORMWATER GENERAL PERMIT NCG010000, SECTION
II.6.2, GROUND STABILIZATION REQUIREMENTS ARE AS FOLLOWS:
1. ALL PERIMETER DIKES, SWALES, DITCHES, PERIMETER SLOPES AND ALL SLOPES STEEPER THAN 3
HORIZONTAL TO 1 VERTICAL (3:1) SHALL BE PROVIDED TEMPORARY OR PERMANENT
STABILIZATION WITH GROUND COVER AS SOON AS PRACTICABLE BUT IN ANY EVENT WITHIN 7
CALENDAR DAYS FROM THE LAST LAND -DISTURBING ACTIVITY.
2. ALL OTHER DISTURBED AREAS SHALL BE PROVIDED TEMPORARY OR PERMANENT STABILIZATION
WITH GROUND COVER AS SOON AS PRACTICABLE BUT IN ANY EVENT WITHIN 14 CALENDAR DAYS
FROM THE LAST LAND -DISTURBING ACTIVITY.
MAINTENANCE SCHEDULE
IN GENERAL, EROSION AND SEDIMENT CONTROL MEASURES SHALL BE MAINTAINED CONTINUOUSLY,
RELOCATED WHEN AND AS NECESSARY AND SHALL BE WATERED, FERTILIZED, RESEEDED, AND
MULCHED AS NECESSARY TO OBTAIN A DENSE STAND OF GRASS. THE FOLLOWING ITEMS WILL BE
CHECKED IN PARTICULAR:
1. TREE PRESERVATION AND PROTECTION SHALL BE CHECKED AT LEAST ONCE A WEEK FOR TEARS,
COLLAPSED SECTIONS OR ANY OTHER INEFFECTIVE AREAS. ALL REPAIRS SHALL BE REPLACED
IMMEDIATELY.
2. TEMPORARY STONE CONSTRUCTION ENTRANCE SHALL BE CHECKED TO MAINTAIN THE GRAVEL
PAD IN A CONDITION TO PREVENT MUD OR SEDIMENT FROM LEAVING THE CONSTRUCTION SITE.
PERIODIC TOPDRESSING OF "CLASS A" STONE ON THE PAD MAY BE REQUIRED. AFTER EACH
RAINFALL, INSPECT ANY STRUCTURE USED TO TRAP SEDIMENT AND CLEAN AS NECESSARY.
IMMEDIATELY REMOVE ALL OBJECTIONABLE MATERIALS SPILLED, WASHED, OR TRACKED ONTO
PUBLIC ROADWAYS.
3. EROSION CONTROL MATTING/STREAM BANK STABILIZATION MATTING SHALL BE INSPECTED AT
LEAST WEEKLY AND AFTER EACH SIGNIFICANT (1/2 -INCH OR GREATER) RAIN FALL EVENT AND
REPAIR IMMEDIATELY. GOOD CONTACT TO THE GROUND SHALL BE MAINTAINED AND EROSION
MUST NOT OCCUR BENEATH THE MATTING. ANY AREAS OF THE MATTING THAT ARE DAMAGED OR
NOT IN CLOSE CONTACT WITH THE GROUND SHALL BE REPAIRED AND RESTAKED. IF EROSION
OCCURS DUE TO POORLY CONTROLLED DRAINAGE, THE PROBLEM SHALL BE FIXED AND THE
ERODED AREA PROTECTED. MATTING SHALL BE MONITORED AND REPAIRED AS NECESSARY
UNTIL GROUND COVER IS ESTABLISHED.
4. SILT FENCE SHALL BE INSPECTED AT LEAST ONCE A WEEK AND AFTER EACH RAINFALL. MAKE
ANY REQUIRED REPAIRS IMMEDIATELY. PROMPTLY REPLACE ANY FABRIC OF THE SILT FENCE
THAT HAS COLLAPSED, TORN, DECOMPOSED, OR BECOME INEFFECTIVE. REMOVE SEDIMENT
DEPOSITS AS NECESSARY TO PROVIDE ADEQUATE STORAGE VOLUME FOR THE NEXT RAIN EVENT
AND TO REDUCE PRESSURE ON THE FENCE. TAKE CARE TO AVOID UNDERMINING THE FENCE
DURING CLEANOUT.
5. TEMPORARY AND PERMANENT SEEDING SHALL BE CHECKED FOR BARE SPOTS AND RESEEDED
AND MULCHED AS NEEDED WHERE SEEDLING EMERGENCE IS POOR, OR WHERE EROSION
OCCURS, AS SOON AS POSSIBLE. TEMPORARY SEEDED AND PERMANENT NATIVE SEEDED AREAS
SHALL NOT BE MOWED. THESE AREAS SHALL BE PROTECTED FROM TRAFFIC TO THE EXTENT
POSSIBLE. REFER TO THE PROJECT SPECIFICATIONS FOR ADDITIONAL MAINTENANCE
REQUIREMENTS FOR PERMANENT SEEDED AREAS.
6. MULCHED AREAS SHALL BE PERIODICALLY INSPECTED, AND AFTER RAINSTORM EVENTS TO
CHECK FOR RILL EROSION, DISLOCATION, OR FAILURE. WHERE EROSION IS OBSERVED, APPLY
ADDITIONAL MULCH. IF WASHOUT OCCURS, REPAIR THE SLOPE GRADE, RESEED, AND REINSTALL
MULCH. CONTINUE INSPECTIONS UNTIL VEGETATION IS ESTABLISHED IN ACCORDANCE WITH THE
PROJECT SPECIFICATIONS.
PROFESSIONAL ENG/ARCH STAMP
PLANNED EROSION AND SEDIMENT CONTROL MEASURES
EROSION AND SEDIMENT CONTROL MEASURES WILL INCLUDE A COMBINATION OF TEMPORARY PUMP
AROUND DIVERSIONS, SILT FENCE, CONSTRUCTION ENTRANCES, TREE PRESERVATION AND
PROTECTION, AND VEGETATIVE STREAMBANK STABILIZATION (EROSION CONTROL MATTING,
PERMANENT SEEDING, TOP SOIL, MULCHING). UNLESS OTHERWISE INDICATED, ALL VEGETATIVE AND
STRUCTURAL EROSION AND SEDIMENT CONTROL PRACTICES SHALL BE CONSTRUCTED AND
MAINTAINED ACCORDING TO THE MOST RECENT VERSION OF THE NORTH CAROLINA EROSION AND
SEDIMENT CONTROL PLANNING AND DESIGN MANUAL.
TREE PRESERVATION AND PROTECTION: PRACTICE 6.05 - TREE PRESERVATION AND PROTECTION
WILL BE INSTALLED AT NUMEROUS LOCATIONS INSIDE THE LIMITS OF DISTURBANCE. THE TREE
PRESERVATION AND PROTECTION WILL BE USED TO PRESERVE AND PROTECT TREES THAT HAVE
PRESENT OR FUTURE VALUE FOR THEIR USE IN PROTECTION FROM EROSION, FOR THEIR LANDSCAPE
AND AESTHETIC VALUE, OR FOR OTHER ENVIRONMENTAL BENEFITS.
TEMPORARY GRAVEL CONSTRUCTION ENTRANCE/EXIT: PRACTICE 6.06 - TEMPORARY GRAVEL
CONSTRUCTION ENTRANCES/EXITS WILL BE INSTALLED IN NUMEROUS LOCATIONS INSIDE THE LIMITS
OF DISTURBANCE. THE TEMPORARY GRAVEL CONSTRUCTION ENTRANCES/EXITS WILL BE USED TO
PROVIDE A BUFFER AREAS WHERE VEHICLES CAN DROP THEIR MUD AND SEDIMENT TO AVOID
TRANSPORTING IT ONTO PUBLIC ROADS, TO CONTROL EROSION FROM SURFACE RUNOFF, AND TO
HELP CONTROL DUST.
EROSION CONTROL MATTING: PRACTICE 6.17 - EROSION CONTROL MATS AND BLANKETS WILL BE
USED TO PROTECT AND HOLD SEED AND MULCH IN PLACE ON SLOPES SO THAT VEGETATION CAN
BECOME WELL ESTABLISHED.
SILT FENCE: PRACTICE 6.62 - SILT FENCE WILL BE USED ON THE DOWN -GRADIENT SLOPES OF ALL
DISTURBED AREAS. THE SILT FENCE IS INTENDED TO PROVIDE EROSION PROTECTION AS WELL AS
PREVENT EXCESS SEDIMENT FROM LEAVING THE CONSTRUCTION AREA.
TEMPORARY PUMP AROUND DIVERSION - A TEMPORARY SAND BAG DAM WITH A WATER PUMP SHALL
BE INSTALLED TO REDIRECT CONTINUOUS STREAM FLOW AROUND THE RESTORATION PHASE AREA
AND REDUCE THE AMOUNT OF SCOUR AND POTENTIAL DOWNSTREAM EROSION.
VEGETATION STABILIZATION - DURING CONSTRUCTION AND UPON FINAL GRADING OF THE SITE,
DISTURBED AREAS THAT ARE NOT CONSIDERED IMPERVIOUS SHALL BE VEGETATED AND STABILIZED
WITH THE APPROPRIATE TEMPORARY AND PERMANENT PLANNED VEGETATION, MULCH, FERTILIZER,
AND SOIL PREPARATION PER THE DRAWINGS AND SPECIFICATIONS.
SEQUENCE OF CONSTRUCTION NOTES
EROSION AND SEDIMENT
CONTROL NOTES:
THE PURPOSE OF THE EROSION CONTROL MEASURES SHOWN ON THESE PLANS SHALL BE TO
PRECLUDE THE TRANSPORT OF WATERBORNE SEDIMENTS RESULTING FROM CONSTRUCTION
ACTIVITIES FROM ENTERING ONTO ADJACENT PROPERTIES OR STATE WATERS TO THE EXTENT
PRACTICABLE. IF FIELD INSPECTION REVEALS THE INADEQUACY OF THE MEASURES TO CONFINE
SEDIMENT TO THE PROJECT SITE, APPROPRIATE MODIFICATIONS WILL BE MADE. IN ADDITION TO
THESE NOTES, ALL PROVISIONS OF THE NORTH CAROLINA EROSION AND SEDIMENT CONTROL
REGULATIONS SHALL APPLY TO THIS PROJECT.
1. EROSION AND SEDIMENT CONTROL MEASURES SHALL BE INSTALLED AND MAINTAINED IN
ACCORDANCE WITH THE NORTH CAROLINA EROSION AND SEDIMENT CONTROL PLANNING AND
DESIGN MANUAL. THE CONTRACTOR SHALL BE THOROUGHLY FAMILIAR WITH ALL APPLICABLE
MEASURES CONTAINED THEREIN WHICH MAY BE PERTINENT TO THIS PROJECT.
2. POINTS OF CONSTRUCTION INGRESS AND EGRESS SHALL BE PROTECTED BY A TEMPORARY
CONSTRUCTION ENTRANCE TO PREVENT TRACKING OF MUD ONTO PUBLIC RIGHTS-OF-WAY.
WHERE SEDIMENT IS TRANSPORTED ONTO A PUBLIC ROAD SURFACE, THE ROAD SHALL BE
THOROUGHLY CLEANED PERIODICALLY THROUGH THE DAY IF NEEDED AND AT THE END OF EACH
DAY.
3. SEDIMENT CONTROL MEASURES MAY REQUIRE MINOR FIELD ADJUSTMENTS AT TIME OF
CONSTRUCTION TO ENSURE THEIR INTENDED PURPOSE IS ACCOMPLISHED.
4. AREAS DISTURBED SHALL, AT MINIMUM, BE SEEDED WITH TEMPORARY SEEDING REGARDLESS OF
THE TIME WINDOW IN ACCORDANCE TO GROUND STABILIZATION NOTES 1 AND 2 ABOVE. SEEDING
IS REQUIRED YEAR-ROUND, INCLUDING WINTER MONTHS.
5. THE TERM STABILIZATION ON THIS PLAN SHALL MEAN PLACEMENT OF PERMANENT SEEDING, TOP
SOIL, MULCHING, AND PROPER INSTALLATION OF MATTING WITHIN DISTURBED AREAS.
6. ALL SLOPES 3:1 AND STEEPER SHALL BE STABILIZED WITH EROSION CONTROL BLANKETS AS
INDICATED ON THESE PLANS TO AID IN THE ESTABLISHMENT OF A VEGETATIVE COVER.
7. TEMPORARY EROSION CONTROL MEASURES ARE NOT TO BE REMOVED UNTIL ALL DISTURBED
AREAS ARE STABILIZED. AFTER STABILIZATION IS COMPLETE, ALL MEASURES SHALL BE
REMOVED WITHIN 30 DAYS. TRAPPED SEDIMENT SHALL BE REMOVED OR SPREAD AND SEEDED
AT THE DIRECTION OF THE ENGINEER.
8. THE CONTRACTOR SHALL INSPECT ALL EROSION CONTROL MEASURES AS DESCRIBED ABOVE.
ANY NECESSARY REPAIRS OR CLEANUP TO MAINTAIN THE EFFECTIVENESS OF THE EROSION
CONTROL DEVICES SHALL BE MADE IMMEDIATELY.
1. ATTEND A PRE -CONSTRUCTION MEETING WITH THE NC DIVISION OF LAND RESOURCES PRIOR TO 9. DISTURBED AREAS ARE TO DRAIN TO APPROVED SEDIMENT CONTROL MEASURES UNTIL FINAL
WORK BEGINNING. STABILIZATION IS ACHIEVED.
2. AFTER STAKING/FLAGGING, CONTRACTOR AND ENGINEER SHALL REVIEW AND MAKE ANY NECESSARY 10. THE CONTRACTOR SHALL BE RESPONSIBLE FOR PROVIDING ADEQUATE DRAINAGE OR OTHER
ADJUSTMENTS. PROTECTION WHENEVER WATER SEEPS FROM A SLOPE FACE.
3.
INSTALL ALL TREE PROTECTION/PLASTIC SAFETY FENCE AND EROSION AND SEDIMENT CONTROL
REVISION(S) DESCRIPTION
BY
MEASURES IN SPECIFIC PHASE OF WORK AS SHOWN ON THE PLANS PRIOR TO ANY CONSTRUCTION
APPD
I DESCRIPTION
ACTIVITY. ALL EROSION AND SEDIMENT CONTROL MEASURES SHALL BE INSPECTED AND APPROVED
APPROVALS
BY DIVISION OF LAND RESOURCES PRIOR TO LAND DISTURBANCE.
NPDES CONSTRUCTION STORMWATER
SHEET(S) 3 OF 26
DWG SCALE
GENERAL PERMIT NCGO10000
4.
PERFORM ANY CLEARING AND GRUBBING PER PHASE AS SHOWN ON THE PLANS. CONTRACTOR SHALL
LIMIT AMOUNT OF CLEARING TO THE EXTENT PRACTICABLE IN ORDER TO PERFORM NECESSARY
1. DUE TO THE LIMITED RESOLUTION IN TOPOGRAPHIC DATA AVAILABLE FOR THIS PROJECT
ACTIVITIES FOR CONSTRUCTION.
SITE, THE 7 AND 14 DAYS STABILIZATION REQUIREMENTS ARE INCLUDED AS NOTES BELOW AS
REGIONAL
ENGINEER
DWG DATE 3/22/2018
OPPOSED TO DESIGNATION ON PLANS.
5.
SCHEDULE CONSTRUCTION STAKING WITH THE CITY OF GREENSBORO AS NEEDED. AFTER STAKING,
a. ALL SWALES, DITCHES, AND ALL SLOPES STEEPER THAN 3 HORIZONTAL TO 1 VERTICAL
CONTRACTOR AND ENGINEER SHALL REVIEW STAKING AND MAKE ANY NECESSARY ADJUSTMENTS.
(3:1) SHALL BE PROVIDED TEMPORARY OR PERMANENT STABILIZATION WITH GROUND
ACCOUNT NUMBER
COVER AS SOON AS PRACTICABLE BUT IN ANY EVENT WITHIN 7 CALENDAR DAYS FROM
6.
INSTALL NECESSARY DE -WATERING AND EROSION CONTROL MEASURES. REMOVE DE -WATERING
THE LAST LAND -DISTURBING ACTIVITY.
MEASURES, EQUIPMENT, AND CONSTRUCTION ENTRANCE. APPLY TEMPORARY SEED MIX,
b. ALL OTHER DISTURBED AREAS SHALL BE PROVIDED TEMPORARY OR PERMANENT
2451417
PERMANENT NATIVE SEED MIX, STREAM BANK STABILIZATION MATTING, AND WOODY PLANT MATERIAL
STABILIZATION WITH GROUND COVER AS SOON AS PRACTICABLE BUT IN ANY EVENT
MGR TECH
REC & STD
TO ALL DISTURBED AREAS ACCORDING TO THE DETAILS AND SPECIFICATIONS. OBTAIN APPROVAL
WITHIN 14 CALENDAR DAYS FROM THE LAST LAND -DISTURBING ACTIVITY.
FROM ENGINEER FOR THIS PHASE OF WORK BEFORE PROCEEDING TO THE NEXT PHASE.
2. IN MEETING THE STABILIZATION REQUIREMENTS ABOVE, THE FOLLOWING CONDITIONS OR
7.
WOODY PLANT MATERIAL SHALL BE INSTALLED AFTER THE COMPLETION OF EACH PHASE.
EXEMPTIONS SHALL APPLY:
a. ALL SLOPES 50' IN LENGTH OR GREATER SHALL APPLY THE GROUND COVER WITHIN 7
8.
INSPECT AND MAINTAIN EROSION CONTROL MEASURES FOR THE DURATION OF THE PROJECT.
DAYS EXCEPT WHEN THE SLOPE IS FLATTER THAN 4:1. SLOPES LESS THAN 50' SHALL
DATE
XX/XX/20XX
INITIALS
XXXCORP.
APPLY GROUND COVER WITHIN 14 DAYS EXCEPT WHEN SLOPES ARE STEEPER THAN 3:1,
9.
REPAIR ANY DAMAGES TO ITEMS THAT ARE NOT IDENTIFIED AS PART OF THIS CONSTRUCTION AT NO
THE 7 DAY -REQUIREMENT APPLIES.
ADDITIONAL COST TO OWNER.
b. ANY SLOPED AREA FLATTER THAN 4:1 SHALL BE EXEMPT FROM THE 7 -DAY GROUND
CHECKER INITIALS
CM
COVER REQUIREMENT.
10.
REMOVE TREE PROTECTION/PLASTIC SAFETY FENCE.
c. SLOPES 10' OR LESS IN LENGTH SHALL BE EXEMPT FROM THE 7 -DAY GROUND COVER
REQUIREMENT EXCEPT WHEN THE SLOPE IS STEEPER THAN 2:1.
11.
NOTIFY THE DIVISION OF LAND RESOURCES TO SCHEDULE A PRE -FINAL INSPECTION AT THE
d. NO PORTION OF THE PROJECT SITE IS WITHIN THE SEDIMENT CONTROL
CONSTRUCTION SITE. PREPARE A PUNCH -LIST OF ITEMS TO BE ADDRESSED AS A RESULT OF THE
COMMISSION -DEFINED "HIGH QUALITY WATER ZONE" (15A NCAC 04A. 0105).
PRE -FINAL INSPECTION.
SITE DRAINAGE FEATURES
12.
ONCE PUNCH -LIST ITEMS ARE ADDRESSED, SCHEDULE A FINAL INSPECTION AT THE SITE.
1. DUE TO THE CONSTRUCTION TECHNIQUES USED IN THIS PROJECT, THE EXISTING DRAINAGE
PATTERNS WILL NOT BE ALTERED
STORMWATER CALCULATIONS
1. DUE TO THE LINEAR NATURE OF THIS PROJECT, NO STORMWATER BASINS ARE PROPOSED, AND
THERE ARE NOT NEW OUTLETS ADDED. EROSION AND SEDIMENT CONTROL IS PRIMARILY
ACHIEVED THROUGH PERIMETER EROSION CONTROL PRACTICES. THE TIME OF
CONCENTRATION AND RUNOFF COEFFICIENTS FOR THE EXISTING AND PROPOSED CONDITIONS
ARE THE SAME FOR THE PROJECT SITE.
2. THE PROPOSED GAS LINE TILL BE INSTALLED USING HDD IN SEVERAL LOCATIONS WITH MINIMAL
LAND DISTURBANCE. THE PEAK DISCHARGES FOR THE EXISTING AND PROPOSED CONDITIONS
ARE THE SAME FOR THE PROJECT SITE.
3. NO NEW CULVERTS OR STORM SEWERS ARE PROPOSED ON THIS PROJECT.
4. NO SEDIMENT BASINS ARE PROPOSED.
SOILS
FORTY-NINE (49) SOIL TYPES ARE FOUND WITHIN THE PROJECT LIMITS. DETAILED SOIL DESCRIPTIONS
ARE PROVIDED BELOW.
AgB Alaga loamy sand, banded substratum, Oto 6 percent slopes (Alpin)
AIB Altavista sandy loam, Oto 4 percent slopes
AyA Aycock fine sandy loam, Oto 1 percent slopes
AyB Aycock fine sandy loam, 1 to 6 percent slopes
AyB2 Aycock fine sandy loam, 1 to 6 percent slopes, eroded
Bb Bibb complex
Bd Bladen fine sandy loam
By Byars loam
Ca Cape Fear loam
Ch Chipley sand
Co Coxville fine sandy loam
CrA Craven fine sandy loam, Oto 1 percent slopes
CrB Craven fine sandy loam, 1to 6 percent slopes
CrB2 Craven fine sandy loam, 1to 6 percent slopes, eroded
CrC Craven fine sandy loam, 6 to 10 percent slopes
ExA Exum fine sandy loam, Oto 1 percent slopes
ExB Exum fine sandy loam, 1 to 6 percent slopes
GoA Goldsboro sandy loam, Oto 1 percent slopes
GoB Goldsboro sandy loam, 1 to 6 percent slopes
La Lakeland sand, Oto 6 percent slopes
Le Leaf silt loam
LnA Lenoirfine sandy loam, thin solum variant, Oto 3 percent slopes (Wahee)
LoA Lenoir loam, Oto 1 percent slopes
Ly Lynchburg fine sandy loam, Oto 2 percent slopes, Atlantic Coast Flatwoods
MaB Masada sandy loam, Oto 4 percent slopes (State)
Na Nahunta silt loam
NrA Norfolk sandy loam, Oto 1 percent slopes
NrB Norfolk sandy loam, 1 to 6 percent slopes
NrB2 Norfolk sandy loam, 1 to 6 percent slopes, eroded
OcB Ocilla loamy fine sand, Oto 4 percent slopes
Oe Olustee loamy sand, sandy subsoil variant (Murville)
Os Osier loamy sand, loamy substratum (Plummer)
Pa Pactolus loamy sand
Pg Pantego loam
Po Portsmouth loam
Ra Rains fine sandy loam, Oto 2 percent slopes, Atlantic Coast Flatwoods
Ro Roanoke silt loam
Sw Swamp (Johnston)
Tu Tuckerman fine sandy loam (Yonges)
WaB Wagram loamy sand, Oto 6 percent slopes
WaC Wagram loamy sand, 6 to 10 percent slopes
WkB Wickham sandy loam, Oto 6 percent slopes
W Water
M -W Miscellaneous water
Gp Gravel pits
Qu Qu a rry
Ud Udorthents
LyA Lynchburg fine sandy loam, Oto 2 percent slopes, Southern Coastal Plain
RaA Rains fine sandy loam, Oto 2 percent slopes, Southern Coastal Plain
*NOTE: SOURCE: U.S. DEPARTMENT OF AGRICULTURE, NATURAL RESOURCE CONSERVATION SERVICE
PROPRIETARY & CONFIDENTIAL ALL RIGHTS RESERVED * DO NOT SCALE THIS DRAWING * USE DIMENSIONS ONLY REF. DWG(S)
PIEDMONT'S NATURAL GAS FACILITY DRAWINGS ARE CONSIDERED CONFIDENTIAL (OM -1095) * DRAWING IS CURRENT ONLY THROUGH THE LATEST REVISED DATE * TO INSURE THERE IS NO RISK OF INAPPROPRIATE DISCLOSURE ALL PREVIOUS PAPER COPIES OF THIS DRAWING MUST BE DESTROYED IN ACCORDANCE WITH RECORDS & INFO. MANAGEMENT (RIM) POLICY 1001
NO.
DATE
REVISION(S) DESCRIPTION
BY
CHK
APPD
I DESCRIPTION
APPROVALS
Piedmont
Natural G
COPYRIGHT 2015 PIEDMONT NATURAL GAS CORP.
OFFICE 4720 PIEDMONT ROW DRIVE
CHARLOTTE, NC 28210
LINE 439 PROJECT
ESC N O I SHEET
W I N T E RV I L L E, NORTH CAROLINA
SHEET(S) 3 OF 26
DWG SCALE
AREA CODE
DATE
IN/AS
REGIONAL
ENGINEER
DWG DATE 3/22/2018
SUPERSEDED
ACCOUNT NUMBER
PROJECT NUMBER
2451417
DATE
INITIALS
N/A
MGR TECH
REC & STD
DRAWING NUMBER
P N G BC -G-003
DRAWING BY
BPP
STATION ID
DATE
XX/XX/20XX
INITIALS
XXXCORP.
PRINCIPAL
ENGINEER
CHECKER INITIALS
CM
DISCIPLINE / RESOURCE CENTER / LINE NUMBER
1" = 100'
REVISION
A

STANDARD PERMANENT SEEDING TABLES:
AREAS WITHIN THE PROJECT AREA RECEIVING THE BELOW PERMANENT AND PERMANENT (WETLAND MIX)
VARIANT ARE DEPICTED WITH THE FOLLOWING SYMBOL:
PS
HERBACEOUS PLANTS -Seeding recommendations for immediate stabilization/nurse crops
(2 to 5 weeks for development; effectiveness goal: 6 months to 1 year stabilization)
NURSE CROP SPECIES
Table 6.11.a
HERBACEOUS PLANTS -Seeding recommendations for primary stabilization
Successful development depends on planting date (effectiveness goal: 6 mo. - 3 yrs. without an ongoing maintenance program) Table 6.11.b
NON-NATIVE SPECIES
DATE
INITIALS
Optimal Planting Dates
Dates
REGIONAL
N/A
Common Name
Botanical Name
Native / Seeding Rates
Introduced Ibsracre
Fertilization/
limestone
lbs/acre
Mountains Piedmont
coastal
Plains
Sun/Shade
tolerant
Wetlands
Riparian
Buffers
Invasive
Yes or No
Installation / Maintenance
Considerations Other information, commentary
Rye Grain
Secale cereale
1 40 lbs
By soil test
11/1 - 4/30 8/15 - 411
8/15 - 4/15
Sun
Yes
Yes
No
Must be mown to reduce
Yes
Responds well to controlled
bums
Severe Threat
Invasive species
NR
ell draine
No
Responds well to
Cave -in -Rock
competitiveness with
only
controlled bums. Mix with
permanent or long term
vegetation
3 to 5 other seed varieties
Wheat
Triticum aestivum
1 30 Ids
By soil test
11/1 - 4/30 8/15 - 511
8/15 - 4/15
Sun
Yes
Yes
No
Must be mown to reduce Not water tolerant. May be used
drainage adaptations
Crown Vetch
Secun.gera vada 1
competitiveness with in wetlands that are not
By soil test
3/15-4/30
NR
NR
Sun
NR NR
Yes
Highly competitive,
Prefers neutral soils
permanent or long term continuously saturated.
Switchgrass
Panicum vir atum /
A
By suit test
1211-4115
1211 - 411
not recommended unless
Sun
vegetation
'tell draine
No
Responds well to
Blackwell
N
an acceptable alternative
German Millet
Setana Italica
1 10 Ibs
By soil test
5/11 - 9/30 5/15 - 811
4/15 - 8/15
Sun
Yes
Yes
No
Crop should be cut / disc Not water tolerant. May be used
3 to 5 other seed varieties
prior to planting primaryor in wetlands that are not
Centipede Grass
Eremochloa ophiuroij 1
5 lbs
By soil test
NR
Eastern
9/1-5/1
Sun
long term vegetation continuously saturated.
No
Significant maintenance
Does not tolerate high traffic.
10 lbs. for road shoulders
only
Browntop Millet
Urochloa ramosa
1 10 Ids
By soil test
5/11 - 9/30 5/15 - 811
4/15 - 8/15
Sun
Yes
Yes
No
Crop should be cut / disc Not water tolerant. May be used
desired cover
Switchgrass
Panicum vir atum /
prior to planting primary or in wetlands that are not
A
By soil test
1211-4115
1211 - 411
1211-411
KY 31 Tall Fescue
Schedonorus phoenij I
100lbs
By soil test
8/15-5/1
long term vegetation continuously saturated.
9/30-3/15
Sun /
NR NR
Yes
If utilized, it is imperative
Acceptable for sodding
(Festuca arundinacea)
only
Sudangrass (hybrids)
Sorghum saccharatum
1 15 Ids
By soil test
NR NR
4/15-8/15
Sun
No
No
Yes
Crop should be cut / disc Use only where plants and seed
S. bicolor ss .Drummondi
3 to 5 other seed varieties
a containment plan
prior to planting primaryor can be contained and controlled.
that have similar sol
KY Blue Grass
long term vegetation
15 lbs
By soil test
8/15-5/1
NR
NR
Sun
NR NR
Yes
If utilized, it is imperative
Prefers neutral soils, highly
drainage adaptations,
Kobe Lespedeza
Kummerowia striata v. kobe
1 10 Ids
By soil test
5/1-9/1 511-911
5/1 -9/1
Sun
No
No
No
Consult qualified Use in Coastal Plain
Switchgrass
Panicum vir atum /
N
A
By soil test
12/1-4115
horticulturalist or extension
unless an acceptable alternative
Sun
Yes
I Yes
No
Responds well to
Carthage
agent for over -seeding
is not available.
controlled bums. Mix with
with primary cover
Acceptable for sodding
Korean Lespedeza
Kummerowia stipulacea
1 10 Ids
By soil test
5/1 -9/1 5/1 -911
5/1 -9/1
Sun
No
No
No
Consult qualified Use in Piedmont and
that have similar soil
Hard Fescue
Festuca brevipila I
15lbs
By soil test
8/1 -6/1
horticulturalist or extension Mountains. May become
NR
Shade
NR NR
No
Not recommended for
Low growing, bunch grass
drainage adaptations
(Festuca longifolia)
a ent for over-seedin nvasive
slopes greater than 5%
with rima cover
HERBACEOUS PLANTS -Seeding recommendations for primary stabilization
Successful development depends on planting date (effectiveness goal: 6 mo. - 3 yrs. without an ongoing maintenance program) Table 6.11.b
NON-NATIVE SPECIES
PROFESSIONAL ENG/ARCH STAMP
HERBACEOUS PLANTS -Seeding recommendations for primary stabilization
Successfull development depends on planting date (effectiveness goal: 6 mo. - 3 yrs. without an ongoing maintenance program)
NATIVE SPECIES
Table 6.11.c
DATE
INITIALS
Op timal Planting
Dates
REGIONAL
N/A
Common Name
Botanical Name / Native /
Cultivar Introduced
Broadcast
Seeding
Rates
lbs/acre
Fertilization/
limestone
lbs/acre
Mountains
Piedmont
coastal
Plains
Sun/Shade
tolerant
Riparian
Wetlands Buffers
Invasive
Yes or No
Installation / Maintenance
Considerations
Other information, commentary
Sericea Lespedeza
Lespedeza cuneata 1
Dumont'
15 lbs
By soil test
9/1 -6/1
9/1-5/1
10/1-4/1
Sun
NR NR
Yes
Responds well to controlled
bums
Severe Threat
Invasive species
NR
ell draine
No
Responds well to
Cave -in -Rock
only
controlled bums. Mix with
3 to 5 other seed varieties
that have similar soil
drainage adaptations
Crown Vetch
Secun.gera vada 1
151bs
By soil test
3/15-4/30
NR
NR
Sun
NR NR
Yes
Highly competitive,
Prefers neutral soils
Coronilla varia
Switchgrass
Panicum vir atum /
A
By suit test
1211-4115
1211 - 411
not recommended unless
Sun
NR
'tell draine
No
Responds well to
Blackwell
N
an acceptable alternative
only
controlled bums. Mix with
is not available.
3 to 5 other seed varieties
Centipede Grass
Eremochloa ophiuroij 1
5 lbs
By soil test
NR
Eastern
9/1-5/1
Sun
NR NR
No
Significant maintenance
Does not tolerate high traffic.
10 lbs. for road shoulders
only
may be required to obtain
Acceptable for soddin
drainage adaptations
desired cover
Switchgrass
Panicum vir atum /
N
A
By soil test
1211-4115
1211 - 411
1211-411
KY 31 Tall Fescue
Schedonorus phoenij I
100lbs
By soil test
8/15-5/1
9/1-4/15
9/30-3/15
Sun /
NR NR
Yes
If utilized, it is imperative
Acceptable for sodding
(Festuca arundinacea)
only
controlled burns. Mix with
mod. Shade
that maintenance includes
3 to 5 other seed varieties
a containment plan
that have similar sol
KY Blue Grass
Poe pratensis 1
15 lbs
By soil test
8/15-5/1
NR
NR
Sun
NR NR
Yes
If utilized, it is imperative
Prefers neutral soils, highly
drainage adaptations,
that maintenance includes
competitive, not recommended
Switchgrass
Panicum vir atum /
N
A
By soil test
12/1-4115
a containment plan
unless an acceptable alternative
Sun
Yes
I Yes
No
Responds well to
Carthage
is not available.
controlled bums. Mix with
Acceptable for sodding
3 to 5 other seed varieties
that have similar soil
Hard Fescue
Festuca brevipila I
15lbs
By soil test
8/1 -6/1
NR
NR
Shade
NR NR
No
Not recommended for
Low growing, bunch grass
drainage adaptations
(Festuca longifolia)
slopes greater than 5%
Switch rass
Panicum vir alum /
N
A
By soil test
12/1-405
1211 - 411
1211-411
Bermuda Grass
C nodon dactylon 1
25 lbs
BV soil test
NR
4/15-6/30
4/15-6/30
Sun
NR NR
Yes
If utilized, it is imperative
xtre ely aggressive, not
drained
controlled bums. Mix with
that maintenance includes
recommended and should be
3 to 5 other seed varieties
a containment plan
avoided unless an acceptable
that have similar soil
alternative is not available.
A lay be sodded orsprigged
PROFESSIONAL ENG/ARCH STAMP
HERBACEOUS PLANTS -Seeding recommendations for primary stabilization
Successfull development depends on planting date (effectiveness goal: 6 mo. - 3 yrs. without an ongoing maintenance program)
NATIVE SPECIES
Table 6.11.c
STANDARD PERMANENT WETLAND SEEDING TABLE:
NC Coastal Plain FACW Mix
Mix Composition
30.00% Panicum rigidulum, Coastal Plain NC Ecotype (Redtop Panicgrass, Coastal Plain NC Ecotype)
25.90% Panicum anceps, SC Ecotype (Beaked Panicgrass, SC Ecotype)
13.00% Carex albolutescens, Coastal Plain NC Ecotype (Greenwhite Sedge, Coastal Plain NC Ecotype)
10.00% Elymus riparius, PA Ecotype (Riverbank Wildrye, PA Ecotype)
5.00% Carex lupulina, Coastal Plain NC Ecotype (Hop Sedge, Coastal Plain NC Ecotype)
4.00% Rhynchospora globularis, NC Ecotype (Globe Beaksedge, NC Ecotype)
2.00% Hibiscus moscheutos,'Suther'-Piedmont NC Ecotype (Crimsoneyed Rosemallow,'Suther'-Piedmont NC Ecotype)
2.00% Juncus effusus, Coastal Plain NC Ecotype (Soft Rush, Coastal Plain NC Ecotype)
2.00% Saururus cernuus, NC Ecotype (Lizard's Tail, NC Ecotype)
1.00% Eupatorium fistulosum, AL Ecotype (Joe Pye Weed, AL Ecotype)
1.00% Helenium flexuosum, VA Ecotype (Purplehead Sneezeweed, VA Ecotype)
1.00% Juncus tenuis, NC Ecotype (Path Rush, NC Ecotype)
1.00% Scirpus cyperinus, Coastal Plain NC Ecotype (Woolgrass, Coastal Plain NC Ecotype)
1.00% Vernonia noveboracensis, PA Ecotype (New York Ironweed, PA Ecotype)
0.50% Carex glaucescens, NC Ecotype (Southern Waxy Sedge, NC Ecotype)
0.30% Ludwigia linearis, Coastal Plain SC Ecotype (Narrowleaf Primrose Willow, Coastal Plain SC Ecotype)
0.30% Ludwigia maritima, Coastal Plain NC Ecotype (Seaside Primrose Willow, Coastal Plain NC Ecotype)
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 DISCLOSURE ALL PREVIOUS PAPER COPIES OF THIS DRAWING MUST BE DESTROYED IN ACCORDANCE WITH RECORDS & INFO. MANAGEMENT (RIM) POLICY 1001
NO.I DATE
REVISION(S) DESCRIPTION
BY CHK JAPPD DESCRIPTION
AREA CODE
ACCOUNT NUMBER
PROJECT NUMBER 2451417
DRAWING BY BPP
STATION ID
CHECKER INITIALS CM
APPROVALS
DATE
INITIALS
Op timal Plantinq Dates
REGIONAL
N/A
Common Name
Botanical Name 1
Cultivar
Native 1
Introduced
See Table
6.11A for
variety
seedling rates
Fertilization)
limestone
Ibslacre
Mountains
Piedmont
coastal
Plains
Sun/Shade
tolerant
Wetlands
Riparian
Buffers
rIV95iVe
Yes or
No
Installation / Maintenance
Considerations
Other information.
commentary
Switch rass
Panicum vir, atum /
N
A
By soil test
12/1-4115
NR
NR
Sun
NR
ell draine
No
Responds well to
Cave -in -Rock
only
controlled bums. Mix with
3 to 5 other seed varieties
that have similar soil
drainage adaptations
Switchgrass
Panicum vir atum /
A
By suit test
1211-4115
1211 - 411
1211-4+1
Sun
NR
'tell draine
No
Responds well to
Blackwell
N
only
controlled bums. Mix with
3 to 5 other seed varieties
that have similar soil
drainage adaptations
Switchgrass
Panicum vir atum /
N
A
By soil test
1211-4115
1211 - 411
1211-411
Sun
NR
Velf draine
No
Responds well to
Shelter
only
controlled burns. Mix with
3 to 5 other seed varieties
that have similar sol
drainage adaptations,
Switchgrass
Panicum vir atum /
N
A
By soil test
12/1-4115
1211 - 411
1211-411
Sun
Yes
I Yes
No
Responds well to
Carthage
controlled bums. Mix with
3 to 5 other seed varieties
that have similar soil
drainage adaptations
Switch rass
Panicum vir alum /
N
A
By soil test
12/1-405
1211 - 411
1211-411
Sun
No
Poorly
No
Responds well to
Kantow
drained
controlled bums. Mix with
3 to 5 other seed varieties
that have similar soil
drainage adaptations
Switchgrass
Panicum vir atum 1
N
A
By soil test
NR
121 - 5,'1
1 1 - 5?1
Scn
No
Poorly
No
Responds well to
Alamo
drained
controlled burns. Mix with
3 to 5 other seed varieties
that have similar soil
drainage adaptations.
Indiangrass
Sor hastrvm nutans/
N
B
By soil test
12/1-4115
1211 -411
1211-4/1
Sin
NR
Well
No
Responds well to
Westem coastal plain only
Rumsey
drained
Irontrolled bums, Mix with
3 to 5 other seed varieties
that have similar soil
drainage adaptations
Indian rass
Sor hastrum nutans/
N
B
By soil test
1211-4115
1211 - 411
1211-411
Sun
NR
Well
No
Responds well to
Western coastal plain only
Osage
drained
controlled bums. Mix with
3 to 5 other seed varieties
that have similar soil
drainage adaptations.
Indian rass
Sor hastrum nutans /
N
B
By soil test
1211-405
1211 - 411
1211-411
Sun
NR
Well
No
Responds well to controlled
Western coastal plain only
Cheyenne
drained
burns. Mix with 3 to 5 other seed
varieties that have similar soil
drainage adaptations.
Indiangrass
Scrighastrum nutans)
N
I B
By soil test
NR
1211 - 511
IN -5i1
Sun
NR
Well
No
Responds well to
Only Indiangrass adaptable to
Lomenta
drained
controlled burns. Mix with
Eastern coastal plain Zone 8
3 to 5 other seed varieties
that have similar soil
drainage adaptations.
Deerton ue
Dichanthehum
N
C
By soil test
511.4115
5/1 - 411
NR
Sun 8,
Yes
Poorly
No
Responds well to
clandesrinum /Tio a
I
Shade
drained to
controlled burns. Mix with
drought
3 to 5 other seed varieties
that have similar soil
drainage adaptations,
Big Bluestem
Andro 0 on derardif f
N
D
By soil test
1211-4115
121 • 41
NR
Sun
NR
Well
No
well to
Warm season grass
Rountree
drained
_Responds
controlled burns. Mix with
3 to 5 other seed varieties
that have similar soil
drainage adaptations.
Big Bluestem
Andropoigor qerardiff
N
D
B soil test
1211-4115
1211 -411
NR
Sun
NR
Well
No
Responds well to
Warm season grass
Kaw
drained
controlled burns. Mix with
3 to 5 other seed varieties
that have similar soil
draina a adaidtations.
Biq Bluestem
An dravocion aerardii f
N
D
By soil test
1211-4/15
1211 -411
1211-511
sun
NR
Wall
No
Responds well to
Warm season grass
Earl
drained
controlled burns. Mux with
3 to 5 other seed varieties
that have similar soil
drainacto adaptations.
Little Bluestem
Schizach rium
N
E
By soil test
1211-4,15
NR
NR
Sun
NR
Well
No
Responds well to
Warm season grass
sco arium/Aldous
drained
controlled burns. Mix with
3 to 5 other seed varieties
that have similar soil
draina a adaptations.
Lithe Bluestem
Schizach rium
N
E
By soil test
1211-4115
1211 - 411
NR
Sun
NR
Weill
No
Responds well to
Warm season grass
sco eriumICimmdron
drained
controlled burns. Mux with
3 to 5 other seed varieties
that have similar soil
draina a adaptations.
Little Bluestem
Schizach num
N
E
By soil test
NR
NR
12114!1
Sun
NR
Well
No
Responds well to
Warm season grass
sco adum/Common
drained
controlled bums. Mix with
3 to 5 other seed varieties
that have similar soil
drainage adaptations
Sweet Woodreed
Cinna arundinacea
N
F
By soil test
12/1-4115
1211 -4/1
1211-411
Sun &
Yes
Poorly to
No
Mix with 3 to 5 other seed
Warm season grass
mod. Shade
well drained
varieties that have similar
soil draina a adaptations
Rice Cutgrass
Leersia oryzoides
N
G
By soil test
1211-4115
1211 -4/1
12/1-411
Sun
Yes
Poorly
No
Mix with 3 to 5 other seed
Warm season grass
drained
varieties that have similar
soil draina a adaptations
Indian Woodoats
Chasmanthium latifolium
N
H
By soil test
311 - 5115
2115 - 411 2/15-3120
Sun &
NR
Well
No
Mix with 3 to 5 other seed
Cool season grass
7115-8115
V15 - 1011 9/1 - 1111 mod. Shade
drained
varieties that have similar
soil drainage adaptations
Virginia Wild Rye
Ei mus vir inicus
N
I
By soil test
311 - 5115
2115 - 411 2/15-3120
Sun &
NR
Well
No
Mix with 3 to 5 other seed
Cool season grass
7115-8115
3115- 1011 911 - 1111 mod Shade
drained
Ivarieties that have similar
soil drainage adaptations
Eastern Boltlebrush
Et mus h strix
N
J
By soil test
311 - 5115
2115-4/11
NR
Sun &
NR
Well
No
Mix with 3 to 5 other seed
Cool season grass
Grass
7115-8115
3115-10115
mod, Shade
drained
varieties that have similar
soil drainage adaptations
Soft Rush
Juncus effusus
N
K
By soil test
1211 - 5/75 1211 - 5/1 1211-4115
Sun
Yes
Poorly
No
Mix with 3 to 5 other seed
8115-10115 911 - 1111
drained
varieties that have similar
soil drainage adaptations
Shallow Sedge
Carex /urida
N
L
By soil test
12/1 - 5115 1211 -5/1 12)1-4/15
Sun
Yes
Poor
No
Mix with 3 to 5 other seed
8115-10115 9/1 - 11/1
drained
varieties that have similar
soil drainage adaptations
Fax Sedge
Carex vul inoidea
N
L
!By soil test
1211 - 5JI51 1211 - 5/1 12/1-4115
Sun
Yes
Poorly
No
Mix with 3 to 5 other seed
8115-101151911 - 1111 1
drained
varieties that have similar
soil drainage adaptations
STANDARD PERMANENT WETLAND SEEDING TABLE:
NC Coastal Plain FACW Mix
Mix Composition
30.00% Panicum rigidulum, Coastal Plain NC Ecotype (Redtop Panicgrass, Coastal Plain NC Ecotype)
25.90% Panicum anceps, SC Ecotype (Beaked Panicgrass, SC Ecotype)
13.00% Carex albolutescens, Coastal Plain NC Ecotype (Greenwhite Sedge, Coastal Plain NC Ecotype)
10.00% Elymus riparius, PA Ecotype (Riverbank Wildrye, PA Ecotype)
5.00% Carex lupulina, Coastal Plain NC Ecotype (Hop Sedge, Coastal Plain NC Ecotype)
4.00% Rhynchospora globularis, NC Ecotype (Globe Beaksedge, NC Ecotype)
2.00% Hibiscus moscheutos,'Suther'-Piedmont NC Ecotype (Crimsoneyed Rosemallow,'Suther'-Piedmont NC Ecotype)
2.00% Juncus effusus, Coastal Plain NC Ecotype (Soft Rush, Coastal Plain NC Ecotype)
2.00% Saururus cernuus, NC Ecotype (Lizard's Tail, NC Ecotype)
1.00% Eupatorium fistulosum, AL Ecotype (Joe Pye Weed, AL Ecotype)
1.00% Helenium flexuosum, VA Ecotype (Purplehead Sneezeweed, VA Ecotype)
1.00% Juncus tenuis, NC Ecotype (Path Rush, NC Ecotype)
1.00% Scirpus cyperinus, Coastal Plain NC Ecotype (Woolgrass, Coastal Plain NC Ecotype)
1.00% Vernonia noveboracensis, PA Ecotype (New York Ironweed, PA Ecotype)
0.50% Carex glaucescens, NC Ecotype (Southern Waxy Sedge, NC Ecotype)
0.30% Ludwigia linearis, Coastal Plain SC Ecotype (Narrowleaf Primrose Willow, Coastal Plain SC Ecotype)
0.30% Ludwigia maritima, Coastal Plain NC Ecotype (Seaside Primrose Willow, Coastal Plain NC Ecotype)
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 DISCLOSURE ALL PREVIOUS PAPER COPIES OF THIS DRAWING MUST BE DESTROYED IN ACCORDANCE WITH RECORDS & INFO. MANAGEMENT (RIM) POLICY 1001
NO.I DATE
REVISION(S) DESCRIPTION
BY CHK JAPPD DESCRIPTION
AREA CODE
ACCOUNT NUMBER
PROJECT NUMBER 2451417
DRAWING BY BPP
STATION ID
CHECKER INITIALS CM
APPROVALS
DATE
INITIALS
REGIONAL
N/A
ENGINEER
DATE
INITIALS
MGR TECH
NIA
REC & STD
DATE
INITIALS
PRINCIPAL
XX/XX/20XX
XXX
ENGINEER
r6111Piedmont
Natural Gas
COPYRIGHT 2015 PIEDMONT NATURAL GAS CORP.
CORP. OFFICE 4720 PIEDMONT ROW DRIVE
CHARLOTTE, NC 28210
LINE 439 PROJECT
ESC NOI SHEET
WINTERVILLE, NORTH CAROLINA
REF. DWG(S)
SHEET(S) 4 OF 26 1 DWG SCALE
DWG DATE 3/22/2018 ISUPERSEDED
DRAWING NUMBER
PNG BC -G-004
DISCIPLINE / RESOURCE CENTER / LINE NUMBER
1" = 100'
REVISION
A

ETLAND BOUNDARY
SILT FENCE, DOUBLE STAKED
IMIT OF CONSTRUCTION STRAW BALES, OR BOTH A
ROW y y NECESSARY
y y y y IV y
C:!:— TOPSOIL STRIPPED FROM TRENCH IN UNSATURATED SOILS
SPOIL
• • • • • • . • . y PROPOSED TRENCH • • . , 9 • . �. • . •. • • • • •• •• • ••
• • -• • m
%V 1k 1k %IV 140,
PLACE SEDIMENT BARRIERS ACROSS
WORKING SIDE OF ROW AT THE END OF
EACH DAY
WETLAND CROSSING /
TIMBER MATTING
INSTALLATION
DETAIL 1
VARIOUS
N.T.S.
Design Criteria Aggregate Size—Use 2-3 inch washed stone.
Dimensions of gravel pad—
Thickness: 6 inches minimum
Width: 12 -feet minimum or full width at all points of the vehicular
entrance and exit area, whichever is greater
Length: 50 -feet minimum
Location—Locate construction entrances and exits to limit sediment frorr
leaving the site and to provide for maximum utility by all construction vehicle,,
(Figure 6.06a). Avoid steep grades, and entrances at curves in public roads.
:;:•'CESS/0
04
PROFESSIONAL ENG/ARCHSTAMP
2-3 "
coarse aggregate
CONSTRUCTION
ENTRANCE
DETAIL 5
VARIOUS
N.T.S.
LIMIT OF CONSTRUCTION
fTER BARRIER
t m' I o
• SPOIL f I I I •• S=OIL ,
ILT FENCE, DOUBLE STAKED
STRAW BALES, OR BOTH
IF NECESSARY
U11011
PLACE SEDIMENT BARRIERS ACROSS
POR V BRIDG WORKING SIDE OF ROW AT THE END
(IFN DED) OF EACH DAY
I I ----CULVERT II I
LIMIT OF CONSTRUCTION
ADDITIONAL ADDITIONAL
TEMPORARY 50' 50' TEMPORARY
WORKSPACE WHERE / WORKSPACE WHERE
APPLICABLE / APPLICABLE
TEMPORARY STREAM
CROSSING
DETAIL 2
VARIOUS
N.T.S.
Construction L Clear" roadbed and parking areas of all vegetation, roots, and other
Specifications objectionable material,
2. Ensure that road construction follows the natural contours of the terrain if
it is possible.
CRS
3. Locate parking areas on naturally fiat areas, if they are available, Keep
grades sufficient for drainage, but generally not more than 2 to 3%-
4. Provide surface drainage, and divert excess runoff to stable areas by using
water bars or turnouts (References: Runoff Contr©l Measures).
5• Keep cuts and fills at 2:1 or flatter for safety and stability and to facilitate
establishment of vegetation and maintenance.
6. Spread a 6 -inch course of "ABC" crushed stone evenly over the full width
of the road and smooth to avoid depressions.
7. Where seepage areas or seasonally wet areas must be crossed, install
subsurface drains or geotextile fabric cloth before placing the crushed stone
(Practice 6-81, Subsurface Drain).
8• Vegetate all roadside ditches, cuts, fills, and other disturbed areas or
otherwise appropriately stabilize as soon as grading is complete (References:
Surface Stabilization).
9. Provide appropriate sediment control measures to prevent off-site
sedi mentati on.
CONSTRUCTION ACCESS
ROAD GUIDELINES
DETAIL
r6_'�
VARIOUS
N.T.S.
C
•
3IN.
FLOW —
+rr J„
12 IN MIN.
Compost Sock
AREATO BE
PROTECTED
_STSTAK 2 in
AKES
SECTION
TO 1/2 HEIGHT OF LOG v✓
UNTRENCHED INSTALLATION
8' max. standard strength fabric with wire fence
6' max. extra strength fabric without wire fence
Steel
post
Plastic or
wire ties
Wire 18-24"
fence i
OR
8" down & 4"
forward along
24" the trench
Filter
I Tfabric
Wire
fence
Cross -Section
View
Filter
Steel fabric Backfill trench Natural
post and compact ground
thoroughly
m mm mm m mm 0mmmm
mm m mmin • Upsl�
mmmmmm�mm
m m 0 m 8„
m� m om
24„ min
m m �m mmm
m m m omm ° m
mmm om omm mmmm
m m mmm o
e mme m •m
SILT FENCE
DETAIL3
VARIOUS
N.T.S.
Compost Sock
AREATO BE
3 IN.
y y y y
y
y
y -I-
y
121N MIN.
%41
y % ��
+
\o-,
%J,%J,%41ADDITIONAL
radius of at least 15 feet and ideally 30 feet. . .
I
r
SECTION
i
I 12 -inch
LIMIT OF CONSTRUCTION
diameter tree trunk Dripline
Good
--CONSTRUCTION
A radius of 18 feetti
w,
ADDITIONAL
TEMPORARY
WORKSPACE WHERE
ROW
Best
MATS IF NECESSARY
ft
TEMPORARY
WORKSPACE WHERE
APPLICABLE
50
Construction 1. Erect TPZ fences. Restrict access to TPZs, with tall, bright, protective
fencing. Most fencing is inexpensive and durable enough to last throughout
Specifications
most construction projects. Temporary tree protection fencing should be
erected before clearing, deliveries and other construction activities begin on
the site.
2. Prohibit or restrict access to TPZs. All on-site workers should be aware
of the TPZs and the restrictions on activities within the zones. Use these TPZ
50 APPLICABLE
• Post "keep out" signs on all sides of fencing. Do not store construction
equipment or materials in TPZs.
m Prohibit construction activities near the most valuable trees, and restrict
activities around others.
• Assess crew and contractor penalties, if necessary, to keep the TPZs intact.
3. Monitor trees. Vigilance is required to protect trees on construction sites.
Use a tree professional or train your staff to monitor tree health during and
after construction on a regular, frequent basis. watch for signs of tree stress,
such as dieback, leaf loss, or general decline in tree health or appearance.
4. Monitor TPZ fences. Assign a crewmember the weekly responsibility
of checking the integrity of TPZ fences. Repair and replace TPZ fencing as
needed.
5. Optimize tree health. Assign a trained crewmember or hire a professional
to complete regular tree maintenance tasks, including watering, fertilization,
and mulching to protect tree roots. Consult a tree professional for advice on
these practices if needed. Survival of protected trees will increase if these
practices continue during construction. Healthy trees require undisturbed
healthy soils. Do not cause injuries to trees and roots. Do not change the soil,
grade, drainage, or aeration without protecting priority trees
NOTE: SEDIMENT BARRIERS MAY ALSO BE INSTALLED AT THE EDGE OF THE
CONSTRUCTION
ROW
AS NECESSARY TO CONTROL
SEDIMENT WITHIN WORK AREAS
WETLAND CROSSING /
TIMBER MATTING
INSTALLATION
DETAIL 1
VARIOUS
N.T.S.
Design Criteria Aggregate Size—Use 2-3 inch washed stone.
Dimensions of gravel pad—
Thickness: 6 inches minimum
Width: 12 -feet minimum or full width at all points of the vehicular
entrance and exit area, whichever is greater
Length: 50 -feet minimum
Location—Locate construction entrances and exits to limit sediment frorr
leaving the site and to provide for maximum utility by all construction vehicle,,
(Figure 6.06a). Avoid steep grades, and entrances at curves in public roads.
:;:•'CESS/0
04
PROFESSIONAL ENG/ARCHSTAMP
2-3 "
coarse aggregate
CONSTRUCTION
ENTRANCE
DETAIL 5
VARIOUS
N.T.S.
LIMIT OF CONSTRUCTION
fTER BARRIER
t m' I o
• SPOIL f I I I •• S=OIL ,
ILT FENCE, DOUBLE STAKED
STRAW BALES, OR BOTH
IF NECESSARY
U11011
PLACE SEDIMENT BARRIERS ACROSS
POR V BRIDG WORKING SIDE OF ROW AT THE END
(IFN DED) OF EACH DAY
I I ----CULVERT II I
LIMIT OF CONSTRUCTION
ADDITIONAL ADDITIONAL
TEMPORARY 50' 50' TEMPORARY
WORKSPACE WHERE / WORKSPACE WHERE
APPLICABLE / APPLICABLE
TEMPORARY STREAM
CROSSING
DETAIL 2
VARIOUS
N.T.S.
Construction L Clear" roadbed and parking areas of all vegetation, roots, and other
Specifications objectionable material,
2. Ensure that road construction follows the natural contours of the terrain if
it is possible.
CRS
3. Locate parking areas on naturally fiat areas, if they are available, Keep
grades sufficient for drainage, but generally not more than 2 to 3%-
4. Provide surface drainage, and divert excess runoff to stable areas by using
water bars or turnouts (References: Runoff Contr©l Measures).
5• Keep cuts and fills at 2:1 or flatter for safety and stability and to facilitate
establishment of vegetation and maintenance.
6. Spread a 6 -inch course of "ABC" crushed stone evenly over the full width
of the road and smooth to avoid depressions.
7. Where seepage areas or seasonally wet areas must be crossed, install
subsurface drains or geotextile fabric cloth before placing the crushed stone
(Practice 6-81, Subsurface Drain).
8• Vegetate all roadside ditches, cuts, fills, and other disturbed areas or
otherwise appropriately stabilize as soon as grading is complete (References:
Surface Stabilization).
9. Provide appropriate sediment control measures to prevent off-site
sedi mentati on.
CONSTRUCTION ACCESS
ROAD GUIDELINES
DETAIL
r6_'�
VARIOUS
N.T.S.
C
•
3IN.
FLOW —
+rr J„
12 IN MIN.
Compost Sock
AREATO BE
PROTECTED
_STSTAK 2 in
AKES
SECTION
TO 1/2 HEIGHT OF LOG v✓
UNTRENCHED INSTALLATION
8' max. standard strength fabric with wire fence
6' max. extra strength fabric without wire fence
Steel
post
Plastic or
wire ties
Wire 18-24"
fence i
OR
8" down & 4"
forward along
24" the trench
Filter
I Tfabric
Wire
fence
Cross -Section
View
Filter
Steel fabric Backfill trench Natural
post and compact ground
thoroughly
m mm mm m mm 0mmmm
mm m mmin • Upsl�
mmmmmm�mm
m m 0 m 8„
m� m om
24„ min
m m �m mmm
m m m omm ° m
mmm om omm mmmm
m m mmm o
e mme m •m
SILT FENCE
DETAIL3
VARIOUS
N.T.S.
Compost Sock
AREATO BE
3 IN.
Figure 3. Tree protection zone guidelines.
FLOW
An effective zone encircles a radius of at
PROTECTED
least 1.25 feet of protected area for every ,
121N MIN.
1-o--2inx2in
STAKES
radius of at least 15 feet and ideally 30 feet. . .
I
r
SECTION
TRENCHINTO
GROUND
4 IN. MIN.
ENTRENCHED INSTALLATION*
*THIS APPLICATION MAY NOT BE USED
WITH COMPOST SOCKS SMALLER THAN 12 IN -
ISOMETRIC VIEW
Mulch or Cor
for Untrenched
Sheet Flow
Work Area
PLAN
k TO BE
rECTED
Compost Sock
Natural
ground
-
Vegetated.�`�"`:�`r��, Transition
diversion '. ��.,N'P` r r,,, ..w;,
�� la• ,t` �,•.�y.,�,- ��� d`, .,, � r� t0 0 grade
��.Ir.
,, til _ `1`• �'"
,�7.' ^ �-'�'}I mL•�1,. .11 �i 41'�i i^a"�i°� v • + �t 1,.. �", �, �Y mIt
�t��'�'r �' r �rll , �' .1y JL r �t J�lr'. i�► �': ��• -„J"4• J�' "mj}.. ;rlf1 7 �i +�w�`„
e',-•r;:°�„st��,.,J+'d,,.rtil��e,`;11�
•, �. i=
"�[t7'��', Ali :��}r lyi'y(H'�ri��146;,• i s`' aJ" � X44 ��� ,i.��`" ��
,�F/. SCI ` M' - "• ' ,,,,3.,� //'' yl,,. � � `, .U`" �. �, y. �+ {,�
At,,te,,�, '1iA`��',�,kA'.�t, !"9I yi,k,. �`` `1. l % t"+'�'9 I "u� a7tC�.Ullized
:\waN.r441• f1+• Ui,.;l, ywl�A a. `I �. ,,,, , ��' slope
Stable *1 �`. a�r, � at,r�r +r't. a�• y,lrr�` ,,,. ��` �� a�, `�� "' ���
S
undisturbed r 1y �I. �I"! vkJ' �' ti,},, , �i+• 1. The mottle should be a minimum of 4 feet wide extendin 6 inches over
� I, ,�� � � �, Construction g g
outlet s 1 i " k�" ,y,l, • x L the lip and buried 6 inches deep in a vertical trench on the lower edge. The
Specifications
upper edge should butt against smooth cut sod and be securely held in place
%I', til►ll' �``' +�" " "�1' lkc� � with closely spaced heavy duty wire staples at least 12 inches long.
all af�•. �41r' tit,l' !�
b" �.
I, �� 1L Nit, s Z% 2. Ensure that the spreader lip is level for uniform spreading of stone runoff.
hLll. /fir
�l l 4 3. Construct the level spreader on undisturbed soil (not on fill).
4. Construct a 20 -foot transition section from the diversion channel to blend
I t li' 111 smoothly to the width and depth of the spreader.
Cross Section
Material 4 Variable
stapled in
place
- II�� �� 11= i min —_!
-41, k�ilT�' ��)I�I(l�fllj�1111 <<i=�
Level lipII11=1(
of spreaderIllliill=111!1= = ii
fllll-=f(II�(1fl=r[' SII! �lIIII=(lllr=.�li=
—t f 11 I Thr=
Buried���
6" min
LEVELSPREADER
DETAIL 4
VARIOUS
N.T.S.
TREE PROTECTION
COMPOST / FILTER SOCK MEASURES
DETAIL (� 7� DETAIL 8
VARIOUS VARIOUS
N.T.S. N.T.S.
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 DISCLOSURE ALL PREVIOUS PAPER COPIES OF THIS DRAWING MUST BE DESTROYED IN ACCORDANCE WITH RECORDS & INFO. MANAGEMENT (RIM) POLICY 1001
NO. DATE REVISION(S) DESCRIPTION BY CHK APPD DESCRIPTION APPROVALS
AREA CODE DATE INITIALS REGIONAL LINE 439 PROJECT
ACCOUNT NUMBER N/A A1 ENGINEER Piedmont
PROJECT NUMBER 2451417 DATE INITIALS MGR TECH ESC N O 1 SHEET
DRAWING BY BPP N/A REC &STD Natural G
STATION I D DATE INITIALS PRINCIPAL COPYRIGHT 2015 PIEDMONT NATURAL GAS CORP. W I N T E RV I L L E, NORTH CAROLINA
CHECKER INITIALS iCM XX/XX/2OXX XXX CORP. OFFICE11 CHARLOTTE, NC0NT 282100W DRIVE
ENGINEER
5. Disperse runoff from the spreader across a properly stabilized slope not to
exceed 10%. Make sure the slope is sufficiently smooth to keep flow from
concentrating.
6. Immediately after its construction, appropriately seed and mulch the entire
disturbed area of the spreader.
REF. DWG(S)
SHEET(S) 5 OF 26 DWG SCALE 1" = 100'
DWG DATE 3/22/2019 SUPERSEDED
DRAWING NUMBER REVISION
PNG BC -G-005 A
DISCIPLINE/ RESOURCE CENTER/ LINE NUMBER
Figure 3. Tree protection zone guidelines.
An effective zone encircles a radius of at
least 1.25 feet of protected area for every ,
inch of trunk diameter. A tree with a trunk -
-
diameter of 12 inches requires a protected
radius of at least 15 feet and ideally 30 feet. . .
I
r
i
I 12 -inch
diameter tree trunk Dripline
Good
of
Bette r
A radius of 18 feetti
w,
Best
ft
' • 1 feet
Construction 1. Erect TPZ fences. Restrict access to TPZs, with tall, bright, protective
fencing. Most fencing is inexpensive and durable enough to last throughout
Specifications
most construction projects. Temporary tree protection fencing should be
erected before clearing, deliveries and other construction activities begin on
the site.
2. Prohibit or restrict access to TPZs. All on-site workers should be aware
of the TPZs and the restrictions on activities within the zones. Use these TPZ
guidelines for the best effect:
• Post "keep out" signs on all sides of fencing. Do not store construction
equipment or materials in TPZs.
m Prohibit construction activities near the most valuable trees, and restrict
activities around others.
• Assess crew and contractor penalties, if necessary, to keep the TPZs intact.
3. Monitor trees. Vigilance is required to protect trees on construction sites.
Use a tree professional or train your staff to monitor tree health during and
after construction on a regular, frequent basis. watch for signs of tree stress,
such as dieback, leaf loss, or general decline in tree health or appearance.
4. Monitor TPZ fences. Assign a crewmember the weekly responsibility
of checking the integrity of TPZ fences. Repair and replace TPZ fencing as
needed.
5. Optimize tree health. Assign a trained crewmember or hire a professional
to complete regular tree maintenance tasks, including watering, fertilization,
and mulching to protect tree roots. Consult a tree professional for advice on
these practices if needed. Survival of protected trees will increase if these
practices continue during construction. Healthy trees require undisturbed
healthy soils. Do not cause injuries to trees and roots. Do not change the soil,
grade, drainage, or aeration without protecting priority trees
TREE PROTECTION
COMPOST / FILTER SOCK MEASURES
DETAIL (� 7� DETAIL 8
VARIOUS VARIOUS
N.T.S. N.T.S.
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 DISCLOSURE ALL PREVIOUS PAPER COPIES OF THIS DRAWING MUST BE DESTROYED IN ACCORDANCE WITH RECORDS & INFO. MANAGEMENT (RIM) POLICY 1001
NO. DATE REVISION(S) DESCRIPTION BY CHK APPD DESCRIPTION APPROVALS
AREA CODE DATE INITIALS REGIONAL LINE 439 PROJECT
ACCOUNT NUMBER N/A A1 ENGINEER Piedmont
PROJECT NUMBER 2451417 DATE INITIALS MGR TECH ESC N O 1 SHEET
DRAWING BY BPP N/A REC &STD Natural G
STATION I D DATE INITIALS PRINCIPAL COPYRIGHT 2015 PIEDMONT NATURAL GAS CORP. W I N T E RV I L L E, NORTH CAROLINA
CHECKER INITIALS iCM XX/XX/2OXX XXX CORP. OFFICE11 CHARLOTTE, NC0NT 282100W DRIVE
ENGINEER
5. Disperse runoff from the spreader across a properly stabilized slope not to
exceed 10%. Make sure the slope is sufficiently smooth to keep flow from
concentrating.
6. Immediately after its construction, appropriately seed and mulch the entire
disturbed area of the spreader.
REF. DWG(S)
SHEET(S) 5 OF 26 DWG SCALE 1" = 100'
DWG DATE 3/22/2019 SUPERSEDED
DRAWING NUMBER REVISION
PNG BC -G-005 A
DISCIPLINE/ RESOURCE CENTER/ LINE NUMBER

LEGEND
SILT FENCE
TEMPORARY
EASEMENT
ADDITIONAL
EASEMENT
EASEMENT
WETLAND
MINOR CONTOUR LINE
MAJOR CONTOUR LINE
42
SOIL DELINEATION
RIPARIAN BUFFER
ZONE 1 / ZONE 2
PROPERTY LINE
0 100 200
SCALE IN FEET
NOTES:
1. DUE TO LIMITED VARIATION IN TOPOGRAPHIC DATA, UPSLOPE AND DOWNSLOPE
SIDES OF THE PROJECT AREA COULD NOT BE VERIFIED AT THIS RESOLUTION.
CONTRACTOR IS RESPONSIBLE FOR DETERMINING THE DOWNSLOPE / DOWNSTREAM
SIDE OF THE PROJECT IN SITU AND INSTALLING PRESCRIBED SILT FENCE, CHECK
DAMS, ETC. IN THE CORRECT LOCATION. PLACING SILT FENCE / CHECK DAMS IN
BOTH UPSLOPE / UPSTREAM AND DOWNSLOPE / DOWNSTREAM LOCATIONS AS
DRAWN IS NOT NECESSARY.
2. DITCHES APPEARING IN THE SATELLITE IMAGE AND / OR EXISTING IN THE FIELD
THAT HAVE NOT BEEN IDENTIFIED IN THE DESIGN PLANS AS PRESENTED, STILL
REMAIN THE RESPONSIBILITY OF THE CONTRACTOR TO IDENTIFY AND APPLY THE
APPROPRIATE CHECK DAM IN THE DOWNSTREAM LOCATION.
3. UNLESS OTHERWISE INDICATED, CONTRACTOR IS RESPONSIBLE FOR THE
INSTALLATION OF SILT FENCE BREAKS A MINIMUM OF EVERY 200 LF ALONG SILT
FENCE IN AREAS WHERE CONCENTRATED FLOW MAY OCCUR. AS DESIGNATED
WETLAND AREAS ARE PREVALENT, WATTLE BREAKS ARE PREFERRED.
KEYNOTES:
AT INDICATED SOIL TYPE REGION, ENHANCED RUNOFF, ESC REDUCTION AND
OSURFACE DRAINAGE ARE NEEDED. IN THESE AREAS, DOUBLE SILT FENCE, SILT
1 FENCE BREAKS AT MIN. 200' INTERVALS, AND SEDIMENT PITS SHALL BE
INSTALLED.
WITHIN WETLAND BOUNDARIES, TIMBER MATTING TO BE USED TO ALLOW
CONSTRUCTION VEHICLE ACCESS. TRENCH PLUGS WILL BE DEPLOYED TO
OPREVENT FLOW OF WATER OUT OF THE WETLAND AREA. DIVERSION BERMS
(SOIL/STRAW BALES/COMPOST SOCK, ETC.) WILL BE PLACED ON BOTH SIDES OF
THE EXCAVATED TRENCH WITH THE LIMITS OF DISTURBANCE. SEE DETAIL 1 ON
SHEET G-005 FOR DIAGRAM.
•.•`�� CAR��''•., PROPRIETARY & CONFIDENTIAL ALL RIGHTS RESERVED * DO NOT SCALE THIS DRAWING * USE DIMENSIONS ONLY REF. DWG(S)
•`• •'''•�"''0�� �'• 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 DISCLOSURE ALL PREVIOUS PAPER COPIES OF THIS DRAWING MUST BE DESTROYED IN ACCORDANCE WITH RECORDS & INFO. MANAGEMENT (RIM) POLICY 1001
ft 4p
L NO. DATE REVISION(S) DESCRIPTION BY CHK APPD DESCRIPTION APPROVALS SHEET(S) 6 OF 26 DWG SCALE
AREA CODE DATE INITIALS REGIONAL LINE 439 PROJECT
••; �� ACCOUNT NUMBER NIA ENGINEER Piedmont DWG DATE 3/22/2019 SUPERSEDED
�'•q,��'FNGINEEQ:•'Q*':% PROJECT NUMBER 2451417 DATE IVI/1S MGR TECH ESC N O I SHEET DRAWING NUMBER
�P'•.� •�"'�•�•0`;••`•, DRAWING BY BPP REC & STD r6111 Natural G
COPYRIGHT 2015 PIEDMONT NATURAL GAS CORP. W I N T E RV I L L E, NORTH CAROLINA P N G BC -C-001
STATION ID CM XX/XX/20XX XXX DATE INITIALS PRINCIPAL CORP. OFFICE 4720 PIEDMONT ROW DRIVE
PROFESSIONAL ENG/ARCHSTAMP CHECKER INITIALS ENGINEER CHARLOTTE, NC 28210 DISCIPLINE / RESOURCE CENTER / LINE NUMBER
1"=100'
REVISION
A

LEGEND
SILT FENCE
TEMPORARY
EASEMENT
ADDITIONAL
EASEMENT
EASEMENT
WETLAND
MINOR CONTOUR LINE
MAJOR CONTOUR LINE
42
SOIL DELINEATION
RIPARIAN BUFFER
ZONE 1 / ZONE 2
PROPERTY LINE
0 100 200
SCALE IN FEET
NOTES:
1. DUE TO LIMITED VARIATION IN TOPOGRAPHIC DATA, UPSLOPE AND DOWNSLOPE
SIDES OF THE PROJECT AREA COULD NOT BE VERIFIED AT THIS RESOLUTION.
CONTRACTOR IS RESPONSIBLE FOR DETERMINING THE DOWNSLOPE / DOWNSTREAM
SIDE OF THE PROJECT IN SITU AND INSTALLING PRESCRIBED SILT FENCE, CHECK
DAMS, ETC. IN THE CORRECT LOCATION. PLACING SILT FENCE / CHECK DAMS IN
BOTH UPSLOPE / UPSTREAM AND DOWNSLOPE / DOWNSTREAM LOCATIONS AS
DRAWN IS NOT NECESSARY.
2. DITCHES APPEARING IN THE SATELLITE IMAGE AND / OR EXISTING IN THE FIELD
THAT HAVE NOT BEEN IDENTIFIED IN THE DESIGN PLANS AS PRESENTED, STILL
REMAIN THE RESPONSIBILITY OF THE CONTRACTOR TO IDENTIFY AND APPLY THE
APPROPRIATE CHECK DAM IN THE DOWNSTREAM LOCATION.
3. UNLESS OTHERWISE INDICATED, CONTRACTOR IS RESPONSIBLE FOR THE
INSTALLATION OF SILT FENCE BREAKS A MINIMUM OF EVERY 200 LF ALONG SILT
FENCE IN AREAS WHERE CONCENTRATED FLOW MAY OCCUR. AS DESIGNATED
WETLAND AREAS ARE PREVALENT, WATTLE BREAKS ARE PREFERRED.
KEYNOTES:
AT INDICATED SOIL TYPE REGION, ENHANCED RUNOFF, ESC REDUCTION AND
1O SURFACE DRAINAGE ARE NEEDED. IN THESE AREAS, DOUBLE SILT FENCE, SILT
FENCE BREAKS AT MIN. 200' INTERVALS, AND SEDIMENT PITS SHALL BE
INSTALLED.
WITHIN WETLAND BOUNDARIES, TIMBER MATTING TO BE USED TO ALLOW
OCONSTRUCTION VEHICLE ACCESS. TRENCH PLUGS WILL BE DEPLOYED TO
2 PREVENT FLOW OF WATER OUT OF THE WETLAND AREA. DIVERSION BERMS
(SOIL/STRAW BALES/COMPOST SOCK, ETC.) WILL BE PLACED ON BOTH SIDES OF
THE EXCAVATED TRENCH WITH THE LIMITS OF DISTURBANCE. SEE DETAIL 1 ON
SHEET G-005 FOR DIAGRAM.
•.•`�� CAR�•''�., PROPRIETARY & CONFIDENTIAL ALL RIGHTS RESERVED * DO NOT SCALE THIS DRAWING * USE DIMENSIONS ONLY REF. DWG(S)
$ 0�� �'• 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 DISCLOSURE ALL PREVIOUS PAPER COPIES OF THIS DRAWING MUST BE DESTROYED IN ACCORDANCE WITH RECORDS & INFO. MANAGEMENT (RIM) POLICY 1001
�.• ��••®FES S/p�.;Lg '.:
• ; Q 3 L NO. DATE REVISION(S) DESCRIPTION BY CHK APPD DESCRIPTION APPROVALS SHEET(S) 7 OF 26 DWG SCALE
z t - AREA CODE DATE INITIALS REGIONAL LINE 439 PROJECT
••; �� ACCOUNT NUMBER N/A ENGINEER Piedmont DWG DATE 3/2212019 SUPERSEDED
�'•q,�•'FNGINEEQ:•'Q:� PROJECT NUMBER 2451417 DATE INITIALS
MGR TECH ESC N O I SHEET DRAWING NUMBER
••''••••••'•• `` •`� REC & STD Natural Gas
�'•••�• M000•••• DRAWING BY BPP R
00846601%� DATE INITIALS
COPYRIGHT 2015 PIEDMONT NATURAL GAS CORP. W I N T E RV I L L E, NORTH CAROLINA P N G BC -C-002
STATION ID PRINCIPAL CORP. OFFICE 4720 PIEDMONT ROW DRIVE
PROFESSIONAL ENG/ARCHSTAMP CHECKER INITIALS iCM XX/XXI20XX XXX ENGINEER CHARLOTTE, NC 28210 DISCIPLINE / RESOURCE CENTER / LINE NUMBER
1"=100'
REVISION
A

LEGEND
SILT FENCE
TEMPORARY
EASEMENT
ADDITIONAL
EASEMENT
EASEMENT
WETLAND
MINOR CONTOUR LINE L42
MAJOR CONTOUR LINE W
SOIL DELINEATION
RIPARIAN BUFFER
ZONE 1 / ZONE 2
PROPERTY LINE
0 100 200
SCALE IN FEET
NOTES:
1. DUE TO LIMITED VARIATION IN TOPOGRAPHIC DATA, UPSLOPE AND DOWNSLOPE
SIDES OF THE PROJECT AREA COULD NOT BE VERIFIED AT THIS RESOLUTION.
CONTRACTOR IS RESPONSIBLE FOR DETERMINING THE DOWNSLOPE / DOWNSTREAM
SIDE OF THE PROJECT IN SITU AND INSTALLING PRESCRIBED SILT FENCE, CHECK
DAMS, ETC. IN THE CORRECT LOCATION. PLACING SILT FENCE / CHECK DAMS IN
BOTH UPSLOPE / UPSTREAM AND DOWNSLOPE / DOWNSTREAM LOCATIONS AS
DRAWN IS NOT NECESSARY.
2. DITCHES APPEARING IN THE SATELLITE IMAGE AND / OR EXISTING IN THE FIELD
THAT HAVE NOT BEEN IDENTIFIED IN THE DESIGN PLANS AS PRESENTED, STILL
REMAIN THE RESPONSIBILITY OF THE CONTRACTOR TO IDENTIFY AND APPLY THE
APPROPRIATE CHECK DAM IN THE DOWNSTREAM LOCATION.
3. UNLESS OTHERWISE INDICATED, CONTRACTOR IS RESPONSIBLE FOR THE
INSTALLATION OF SILT FENCE BREAKS A MINIMUM OF EVERY 200 LF ALONG SILT
FENCE IN AREAS WHERE CONCENTRATED FLOW MAY OCCUR. AS DESIGNATED
WETLAND AREAS ARE PREVALENT, WATTLE BREAKS ARE PREFERRED.
KEYNOTES:
AT INDICATED SOIL TYPE REGION, ENHANCED RUNOFF, ESC REDUCTION AND
1O SURFACE DRAINAGE ARE NEEDED. IN THESE AREAS, DOUBLE SILT FENCE, SILT
FENCE BREAKS AT MIN. 200' INTERVALS, AND SEDIMENT PITS SHALL BE
INSTALLED.
WITHIN WETLAND BOUNDARIES, TIMBER MATTING TO BE USED TO ALLOW
OCONSTRUCTION VEHICLE ACCESS. TRENCH PLUGS WILL BE DEPLOYED TO
2 PREVENT FLOW OF WATER OUT OF THE WETLAND AREA. DIVERSION BERMS
(SOIL/STRAW BALES/COMPOST SOCK, ETC.) WILL BE PLACED ON BOTH SIDES OF
THE EXCAVATED TRENCH WITH THE LIMITS OF DISTURBANCE. SEE DETAIL 1 ON
SHEET G-005 FOR DIAGRAM.
1A•�'••'0 I PROPRIETARY & CONFIDENTIAL ALL RIGHTS RESERVED * DO NOT SCALE THIS DRAWING * USE DIMENSIONS ONLY REF. DWG(S)
�•••.pil, 00, 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 DISCLOSURE ALL PREVIOUS PAPER COPIES OF THIS DRAWING MUST BE DESTROYED IN ACCORDANCE WITH RECORDS & INFO. MANAGEMENT (RIM) POLICY 1001
:?:•'FES S/p'••
NO.I DATE
0
�.ela 0000
•...0000• \t'
4666100
PROFESSIONAL EN&ARCH STAMP
REVISION(S) DESCRIPTION
BY I CHK I APPD I DESCRIPTION
AREA CODE
ACCOUNT NUMBER
PROJECT NUMBER 2451417
DRAWING BY BPP
STATION ID
CHECKER INITIALS CM
APPROVALS
DATE
INITIALS
REGIONAL
N/A
ENGINEER
DATE
INITIALS
MGR TECH
N/A
REC & STD
DATE
INITIALS
PRINCIPAL
XX/XX/20XX
XXX
ENGINEER
r6111Piedmont
Natural Gas
COPYRIGHT 2015 PIEDMONT NATURAL GAS CORP.
CORP. OFFICE 4720 PIEDMONT ROW DRIVE
CHARLOTTE, NC 28210
LINE 439 PROJECT
ESC NOI SHEET
WI NTERVI LLE, NORTH CAROLINA
SHEET(S) 8 OF 26 1 DWG SCALE
DWG DATE 3/22/2019 ISUPERSEDED
DRAWING NUMBER
P N G BC -C-003
DISCIPLINE / RESOURCE CENTER / LINE NUMBER
1 " = 100'
REVISION
A

LEGEND
SILT FENCE
TEMPORARY
EASEMENT
ADDITIONAL
EASEMENT
EASEMENT
WETLAND
MINOR CONTOUR LINE
MAJOR CONTOUR LINE
42
SOIL DELINEATION
RIPARIAN BUFFER
ZONE 1 / ZONE 2
PROPERTY LINE
0 100 200
SCALE IN FEET
NOTES:
1. DUE TO LIMITED VARIATION IN TOPOGRAPHIC DATA, UPSLOPE AND DOWNSLOPE
SIDES OF THE PROJECT AREA COULD NOT BE VERIFIED AT THIS RESOLUTION.
CONTRACTOR IS RESPONSIBLE FOR DETERMINING THE DOWNSLOPE / DOWNSTREAM
SIDE OF THE PROJECT IN SITU AND INSTALLING PRESCRIBED SILT FENCE, CHECK
DAMS, ETC. IN THE CORRECT LOCATION. PLACING SILT FENCE / CHECK DAMS IN
BOTH UPSLOPE / UPSTREAM AND DOWNSLOPE / DOWNSTREAM LOCATIONS AS
DRAWN IS NOT NECESSARY.
2. DITCHES APPEARING IN THE SATELLITE IMAGE AND / OR EXISTING IN THE FIELD
THAT HAVE NOT BEEN IDENTIFIED IN THE DESIGN PLANS AS PRESENTED, STILL
REMAIN THE RESPONSIBILITY OF THE CONTRACTOR TO IDENTIFY AND APPLY THE
APPROPRIATE CHECK DAM IN THE DOWNSTREAM LOCATION.
3. UNLESS OTHERWISE INDICATED, CONTRACTOR IS RESPONSIBLE FOR THE
INSTALLATION OF SILT FENCE BREAKS A MINIMUM OF EVERY 200 LF ALONG SILT
FENCE IN AREAS WHERE CONCENTRATED FLOW MAY OCCUR. AS DESIGNATED
WETLAND AREAS ARE PREVALENT, WATTLE BREAKS ARE PREFERRED.
KEYNOTES:
AT INDICATED SOIL TYPE REGION, ENHANCED RUNOFF, ESC REDUCTION AND
1O SURFACE DRAINAGE ARE NEEDED. IN THESE AREAS, DOUBLE SILT FENCE, SILT
FENCE BREAKS AT MIN. 200' INTERVALS, AND SEDIMENT PITS SHALL BE
INSTALLED.
WITHIN WETLAND BOUNDARIES, TIMBER MATTING TO BE USED TO ALLOW
OCONSTRUCTION VEHICLE ACCESS. TRENCH PLUGS WILL BE DEPLOYED TO
2 PREVENT FLOW OF WATER OUT OF THE WETLAND AREA. DIVERSION BERMS
(SOIL/STRAW BALES/COMPOST SOCK, ETC.) WILL BE PLACED ON BOTH SIDES OF
THE EXCAVATED TRENCH WITH THE LIMITS OF DISTURBANCE. SEE DETAIL 1 ON
SHEET G-005 FOR DIAGRAM.
1A•�'••'0 I PROPRIETARY & CONFIDENTIAL ALL RIGHTS RESERVED * DO NOT SCALE THIS DRAWING * USE DIMENSIONS ONLY REF. DWG(S)
�•••.pil, 00, 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 DISCLOSURE ALL PREVIOUS PAPER COPIES OF THIS DRAWING MUST BE DESTROYED IN ACCORDANCE WITH RECORDS & INFO. MANAGEMENT (RIM) POLICY 1001
:?:•'FES S/p'••
NO.I DATE
0
�.ela 0000
•...0000• \t'
4666100
PROFESSIONAL EN&ARCH STAMP
REVISION(S) DESCRIPTION
BY I CHK I APPD I DESCRIPTION
AREA CODE
ACCOUNT NUMBER
PROJECT NUMBER 2451417
DRAWING BY BPP
STATION ID
CHECKER INITIALS CM
APPROVALS
DATE
INITIALS
REGIONAL
N/A
ENGINEER
DATE
INITIALS
MGR TECH
N/A
REC & STD
DATE
INITIALS
PRINCIPAL
XX/XX/20XX
XXX
ENGINEER
r6111Piedmont
Natural Gas
COPYRIGHT 2015 PIEDMONT NATURAL GAS CORP.
CORP. OFFICE 4720 PIEDMONT ROW DRIVE
CHARLOTTE, NC 28210
LINE 439 PROJECT
ESC NOI SHEET
WI NTERVI LLE, NORTH CAROLINA
SHEET(S) 9 OF 26 1 DWG SCALE
DWG DATE 3/22/2019 ISUPERSEDED
DRAWING NUMBER
P N G BC -C-004
DISCIPLINE / RESOURCE CENTER / LINE NUMBER
1 " = 100'
REVISION
A

LEGEND
SILT FENCE
TEMPORARY
EASEMENT
ADDITIONAL
EASEMENT
EASEMENT
WETLAND
MINOR CONTOUR LINE L42
MAJOR CONTOUR LINE W
SOIL DELINEATION
RIPARIAN BUFFER
ZONE 1 / ZONE 2
PROPERTY LINE
0 100 200
SCALE IN FEET
NOTES:
1. DUE TO LIMITED VARIATION IN TOPOGRAPHIC DATA, UPSLOPE AND DOWNSLOPE
SIDES OF THE PROJECT AREA COULD NOT BE VERIFIED AT THIS RESOLUTION.
CONTRACTOR IS RESPONSIBLE FOR DETERMINING THE DOWNSLOPE / DOWNSTREAM
SIDE OF THE PROJECT IN SITU AND INSTALLING PRESCRIBED SILT FENCE, CHECK
DAMS, ETC. IN THE CORRECT LOCATION. PLACING SILT FENCE / CHECK DAMS IN
BOTH UPSLOPE / UPSTREAM AND DOWNSLOPE / DOWNSTREAM LOCATIONS AS
DRAWN IS NOT NECESSARY.
2. DITCHES APPEARING IN THE SATELLITE IMAGE AND / OR EXISTING IN THE FIELD
THAT HAVE NOT BEEN IDENTIFIED IN THE DESIGN PLANS AS PRESENTED, STILL
REMAIN THE RESPONSIBILITY OF THE CONTRACTOR TO IDENTIFY AND APPLY THE
APPROPRIATE CHECK DAM IN THE DOWNSTREAM LOCATION.
3. UNLESS OTHERWISE INDICATED, CONTRACTOR IS RESPONSIBLE FOR THE
INSTALLATION OF SILT FENCE BREAKS A MINIMUM OF EVERY 200 LF ALONG SILT
FENCE IN AREAS WHERE CONCENTRATED FLOW MAY OCCUR. AS DESIGNATED
WETLAND AREAS ARE PREVALENT, WATTLE BREAKS ARE PREFERRED.
KEYNOTES:
AT INDICATED SOIL TYPE REGION, ENHANCED RUNOFF, ESC REDUCTION AND
1O SURFACE DRAINAGE ARE NEEDED. IN THESE AREAS, DOUBLE SILT FENCE, SILT
FENCE BREAKS AT MIN. 200' INTERVALS, AND SEDIMENT PITS SHALL BE
INSTALLED.
WITHIN WETLAND BOUNDARIES, TIMBER MATTING TO BE USED TO ALLOW
OCONSTRUCTION VEHICLE ACCESS. TRENCH PLUGS WILL BE DEPLOYED TO
2 PREVENT FLOW OF WATER OUT OF THE WETLAND AREA. DIVERSION BERMS
(SOIL/STRAW BALES/COMPOST SOCK, ETC.) WILL BE PLACED ON BOTH SIDES OF
THE EXCAVATED TRENCH WITH THE LIMITS OF DISTURBANCE. SEE DETAIL 1 ON
SHEET G-005 FOR DIAGRAM.
1A•�'••'0 I PROPRIETARY & CONFIDENTIAL ALL RIGHTS RESERVED * DO NOT SCALE THIS DRAWING * USE DIMENSIONS ONLY REF. DWG(S)
�•••.pil, 00, 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 DISCLOSURE ALL PREVIOUS PAPER COPIES OF THIS DRAWING MUST BE DESTROYED IN ACCORDANCE WITH RECORDS & INFO. MANAGEMENT (RIM) POLICY 1001
:?:•'FES S/p'••
NO.I DATE
0
�.ela 0000
•...0000• \t'
4666100
PROFESSIONAL EN&ARCH STAMP
REVISION(S) DESCRIPTION
BY I CHK I APPD I DESCRIPTION
AREA CODE
ACCOUNT NUMBER
PROJECT NUMBER 2451417
DRAWING BY BPP
STATION ID
CHECKER INITIALS CM
APPROVALS
DATE
INITIALS
REGIONAL
N/A
ENGINEER
DATE
INITIALS
MGR TECH
N/A
REC & STD
DATE
INITIALS
PRINCIPAL
XX/XX/20XX
XXX
ENGINEER
r6111Piedmont
Natural Gas
COPYRIGHT 2015 PIEDMONT NATURAL GAS CORP.
CORP. OFFICE 4720 PIEDMONT ROW DRIVE
CHARLOTTE, NC 28210
LINE 439 PROJECT
ESC NOI SHEET
WI NTERVI LLE, NORTH CAROLINA
SHEET(S) 10 OF 26 I DWG SCALE
DWG DATE 3/22/2019 ISUPERSEDED
DRAWING NUMBER
P N G BC -C-005
DISCIPLINE / RESOURCE CENTER / LINE NUMBER
1 " = 100'
REVISION
A

LEGEND
SILT FENCE
TEMPORARY
EASEMENT
ADDITIONAL
EASEMENT
EASEMENT
WETLAND
MINOR CONTOUR LINE
MAJOR CONTOUR LINE
SOIL DELINEATION
RIPARIAN BUFFER
ZONE 1 / ZONE 2
PROPERTY LINE
0 100 200
SCALE IN FEET
NOTES:
1. DUE TO LIMITED VARIATION IN TOPOGRAPHIC DATA, UPSLOPE AND DOWNSLOPE
SIDES OF THE PROJECT AREA COULD NOT BE VERIFIED AT THIS RESOLUTION.
CONTRACTOR IS RESPONSIBLE FOR DETERMINING THE DOWNSLOPE / DOWNSTREAM
SIDE OF THE PROJECT IN SITU AND INSTALLING PRESCRIBED SILT FENCE, CHECK
DAMS, ETC. IN THE CORRECT LOCATION. PLACING SILT FENCE / CHECK DAMS IN
BOTH UPSLOPE / UPSTREAM AND DOWNSLOPE / DOWNSTREAM LOCATIONS AS
DRAWN IS NOT NECESSARY.
2. DITCHES APPEARING IN THE SATELLITE IMAGE AND / OR EXISTING IN THE FIELD
THAT HAVE NOT BEEN IDENTIFIED IN THE DESIGN PLANS AS PRESENTED, STILL
REMAIN THE RESPONSIBILITY OF THE CONTRACTOR TO IDENTIFY AND APPLY THE
APPROPRIATE CHECK DAM IN THE DOWNSTREAM LOCATION.
3. UNLESS OTHERWISE INDICATED, CONTRACTOR IS RESPONSIBLE FOR THE
INSTALLATION OF SILT FENCE BREAKS A MINIMUM OF EVERY 200 LF ALONG SILT
FENCE IN AREAS WHERE CONCENTRATED FLOW MAY OCCUR. AS DESIGNATED
WETLAND AREAS ARE PREVALENT, WATTLE BREAKS ARE PREFERRED.
KEYNOTES:
AT INDICATED SOIL TYPE REGION, ENHANCED RUNOFF, ESC REDUCTION AND
OSURFACE DRAINAGE ARE NEEDED. IN THESE AREAS, DOUBLE SILT FENCE, SILT
FENCE BREAKS AT MIN. 200' INTERVALS, AND SEDIMENT PITS SHALL BE
INSTALLED.
WITHIN WETLAND BOUNDARIES, TIMBER MATTING TO BE USED TO ALLOW
OCONSTRUCTION VEHICLE ACCESS. TRENCH PLUGS WILL BE DEPLOYED TO
2 PREVENT FLOW OF WATER OUT OF THE WETLAND AREA. DIVERSION BERMS
(SOIL/STRAW BALES/COMPOST SOCK, ETC.) WILL BE PLACED ON BOTH SIDES OF
THE EXCAVATED TRENCH WITH THE LIMITS OF DISTURBANCE. SEE DETAIL 1 ON
SHEET G-005 FOR DIAGRAM.
1A•�'••'0 I PROPRIETARY & CONFIDENTIAL ALL RIGHTS RESERVED * DO NOT SCALE THIS DRAWING * USE DIMENSIONS ONLY REF. DWG(S)
�•••.pil,00, 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 DISCLOSURE ALL PREVIOUS PAPER COPIES OF THIS DRAWING MUST BE DESTROYED IN ACCORDANCE WITH RECORDS & INFO. MANAGEMENT (RIM) POLICY 1001
:?:•'FES S/p'••
0
�.ela 0000
•...0000• \t'
4666100
PROFESSIONAL ENG/ARCH STAMP
NO. DATE REVISION(S) DESCRIPTION BY I CHK APPD DESCRIPTION APPROVALS
AREA CODE DATE IS REGIONAL
N/A
ACCOUNT NUMBER ENGINEER
PROJECT NUMBER 2451417 DATE IS MGR TECH
NIA
DRAWING BY BPP REC & STD
STATION ID DATE INITIALS PRINCIPAL
CHECKER INITIALS CM XX/XX/20XX XXX ENGINEER
r6111Piedmont
Natural Gas
COPYRIGHT 2015 PIEDMONT NATURAL GAS CORP.
CORP. OFFICE 4720 PIEDMONT ROW DRIVE
LINE 439 PROJECT
ESC NOI SHEET
WI NTERVI LLE, NORTH CAROLINA
SHEET(S) 11 OF 26 1 DWG SCALE
DWG DATE 3/22/2019 ISUPERSEDED
DRAWING NUMBER
P N G BC -C-006
DISCIPLINE / RESOURCE CENTER / LINE NUMBER
1 " = 100'
REVISION
A

LEGEND
SILT FENCE
TEMPORARY
EASEMENT
ADDITIONAL
EASEMENT
EASEMENT
WETLAND
MINOR CONTOUR LINE
MAJOR CONTOUR LINE
42
SOIL DELINEATION
RIPARIAN BUFFER
ZONE 1 / ZONE 2
PROPERTY LINE
0 100 200
SCALE IN FEET
NOTES:
1. DUE TO LIMITED VARIATION IN TOPOGRAPHIC DATA, UPSLOPE AND DOWNSLOPE
SIDES OF THE PROJECT AREA COULD NOT BE VERIFIED AT THIS RESOLUTION.
CONTRACTOR IS RESPONSIBLE FOR DETERMINING THE DOWNSLOPE / DOWNSTREAM
SIDE OF THE PROJECT IN SITU AND INSTALLING PRESCRIBED SILT FENCE, CHECK
DAMS, ETC. IN THE CORRECT LOCATION. PLACING SILT FENCE / CHECK DAMS IN
BOTH UPSLOPE / UPSTREAM AND DOWNSLOPE / DOWNSTREAM LOCATIONS AS
DRAWN IS NOT NECESSARY.
2. DITCHES APPEARING IN THE SATELLITE IMAGE AND / OR EXISTING IN THE FIELD
THAT HAVE NOT BEEN IDENTIFIED IN THE DESIGN PLANS AS PRESENTED, STILL
REMAIN THE RESPONSIBILITY OF THE CONTRACTOR TO IDENTIFY AND APPLY THE
APPROPRIATE CHECK DAM IN THE DOWNSTREAM LOCATION.
3. UNLESS OTHERWISE INDICATED, CONTRACTOR IS RESPONSIBLE FOR THE
INSTALLATION OF SILT FENCE BREAKS A MINIMUM OF EVERY 200 LF ALONG SILT
FENCE IN AREAS WHERE CONCENTRATED FLOW MAY OCCUR. AS DESIGNATED
WETLAND AREAS ARE PREVALENT, WATTLE BREAKS ARE PREFERRED.
KEYNOTES:
AT INDICATED SOIL TYPE REGION, ENHANCED RUNOFF, ESC REDUCTION AND
OSURFACE DRAINAGE ARE NEEDED. IN THESE AREAS, DOUBLE SILT FENCE, SILT
FENCE BREAKS AT MIN. 200' INTERVALS, AND SEDIMENT PITS SHALL BE
INSTALLED.
WITHIN WETLAND BOUNDARIES, TIMBER MATTING TO BE USED TO ALLOW
OCONSTRUCTION VEHICLE ACCESS. TRENCH PLUGS WILL BE DEPLOYED TO
2 PREVENT FLOW OF WATER OUT OF THE WETLAND AREA. DIVERSION BERMS
(SOIL/STRAW BALES/COMPOST SOCK, ETC.) WILL BE PLACED ON BOTH SIDES OF
THE EXCAVATED TRENCH WITH THE LIMITS OF DISTURBANCE. SEE DETAIL 1 ON
SHEET G-005 FOR DIAGRAM.
:?:•'4ES S/®'':
%9 .
0o*Ofi * NG I NEEQ:•'•
PROFESSIONAL ENG/ARCH STAMP
PROPRIETARY & CONFIDENTIAL ALL RIGHTS RESERVED' DO NUT SCALE THIS DRAWING' USE DIMENSIONS ONLY REF. DWG(S)
PIEDMONT'S NATURAL GAS FACILITY DRAWINGS ARE CONSIDERED CONFIDENTIAL (OM -1095) * DRAWING IS CURRENT ONLY THROUGH THE LATEST REVISED DATE* TO INSURE THERE IS NO RISK OF INAPPROPRIATE DISCLOSURE ALL PREVIOUS PAPER COPIES OF THIS DRAWING MUST BE DESTROYED IN ACCORDANCE WITH RECORDS & INFO. MANAGEMENT (RIM) POLICY 1001
NO.
DATE
REVISION(S) DESCRIPTION
BY
CHK
APPD
I DESCRIPTION
APPROVALS
Piedmont
Natural Gas
COPYRIGHT 2015 PIEDMONT NATURAL GAS CORP.
CORP. OFFICE 4720 PIEDMONT ROW DRIVE
CHARLOTTE, NC 28210
LINE 439 PROJECT
ESC N O I SHEET
`n/
V V I N T E RV I L L E, NORTH CAROLINA
SHEET(S) 12 OF 26
DWG SCALE
AREA CODE
DATE
INITIALS N/A
REGIONAL
ENGINEER
DWG DATE 3/22/2019
SUPERSEDED
ACCOUNT NUMBER
PROJECT NUMBER
2451417
DATE
INITIALS
N A
MGR TECH
REC &STD
DRAWING NUMBER
P N G BC -C-007
DRAWING BY
BPP
STATION ID
DATE
XX/XX/20XX
INITIALS
XXX
PRINCIPAL
ENGINEER
HECKER INITIALS
CM
DISCIPLINE / RESOURCE CENTER / LINE NUMBER
1" = 100'
REVISION
A

LEGEND
SILT FENCE
TEMPORARY
EASEMENT
ADDITIONAL
EASEMENT
EASEMENT
WETLAND
MINOR CONTOUR LINE
MAJOR CONTOUR LINE
SOIL DELINEATION
RIPARIAN BUFFER
ZONE 1 / ZONE 2
PROPERTY LINE
0 100 200
SCALE IN FEET
NOTES:
1. DUE TO LIMITED VARIATION IN TOPOGRAPHIC DATA, UPSLOPE AND DOWNSLOPE
SIDES OF THE PROJECT AREA COULD NOT BE VERIFIED AT THIS RESOLUTION.
CONTRACTOR IS RESPONSIBLE FOR DETERMINING THE DOWNSLOPE / DOWNSTREAM
SIDE OF THE PROJECT IN SITU AND INSTALLING PRESCRIBED SILT FENCE, CHECK
DAMS, ETC. IN THE CORRECT LOCATION. PLACING SILT FENCE / CHECK DAMS IN
BOTH UPSLOPE / UPSTREAM AND DOWNSLOPE / DOWNSTREAM LOCATIONS AS
DRAWN IS NOT NECESSARY.
2. DITCHES APPEARING IN THE SATELLITE IMAGE AND / OR EXISTING IN THE FIELD
THAT HAVE NOT BEEN IDENTIFIED IN THE DESIGN PLANS AS PRESENTED, STILL
REMAIN THE RESPONSIBILITY OF THE CONTRACTOR TO IDENTIFY AND APPLY THE
APPROPRIATE CHECK DAM IN THE DOWNSTREAM LOCATION.
3. UNLESS OTHERWISE INDICATED, CONTRACTOR IS RESPONSIBLE FOR THE
INSTALLATION OF SILT FENCE BREAKS A MINIMUM OF EVERY 200 LF ALONG SILT
FENCE IN AREAS WHERE CONCENTRATED FLOW MAY OCCUR. AS DESIGNATED
WETLAND AREAS ARE PREVALENT, WATTLE BREAKS ARE PREFERRED.
KEYNOTES:
AT INDICATED SOIL TYPE REGION, ENHANCED RUNOFF, ESC REDUCTION AND
OSURFACE DRAINAGE ARE NEEDED. IN THESE AREAS, DOUBLE SILT FENCE, SILT
FENCE BREAKS AT MIN. 200' INTERVALS, AND SEDIMENT PITS SHALL BE
INSTALLED.
WITHIN WETLAND BOUNDARIES, TIMBER MATTING TO BE USED TO ALLOW
OCONSTRUCTION VEHICLE ACCESS. TRENCH PLUGS WILL BE DEPLOYED TO
2 PREVENT FLOW OF WATER OUT OF THE WETLAND AREA. DIVERSION BERMS
(SOIL/STRAW BALES/COMPOST SOCK, ETC.) WILL BE PLACED ON BOTH SIDES OF
THE EXCAVATED TRENCH WITH THE LIMITS OF DISTURBANCE. SEE DETAIL 1 ON
SHEET G-005 FOR DIAGRAM.
FESS/p ••
11
�00 0000
•...0000•
PROFESSIONAL ENG/ARCH STAMP
PROPRIETARY & CONFIDENTIAL ALL RIGHTS RESERVED w DO NUT SCALE THIS DRAWING w USE DIMENSIONS ONLY REF. DWG(S)
PIEDMONT'S NATURAL GAS FACILITY DRAWINGS ARE CONSIDERED CONFIDENTIAL (OM -1095) * DRAWING IS CURRENT ONLY THROUGH THE LATEST REVISED DATE *TO INSURE THERE IS NO RISK OF INAPPROPRIATE DISCLOSURE ALL PREVIOUS PAPER COPIES OF THIS DRAWING MUST BE DESTROYED IN ACCORDANCE WITH RECORDS & INFO. MANAGEMENT (RIM) POLICY 1001
NO.
DATE
REVISION(S) DESCRIPTION
BY
CHK
APPD
I DESCRIPTION
APPROVALS
Piedmont
Natural G
COPYRIGHT 2015 PIEDMONT NATURAL GAS CORP.
CORP. OFFICE 4720 PIEDMONT ROW DRIVE
CHARLOTTE, NC 28210
LINE 439 PROJECT
ESC N O I SHEET
W I N T E RV I L L E, NORTH CAROLINA
SHEET(S) 13 OF 26
DWG SCALE
AREA CODE
DATE
NITIALS
NIA
REGIONAL
ENGINEER
DWG DATE 3122/2019
SUPERSEDED
ACCOUNT NUMBER
PROJECT NUMBER
2451417
DATENS
N/A
MGR TECH
REC &STD
DRAWING NUMBER
P N G BC -C-008
DRAWING BY
BPP
STATION ID
DATE
XX/XX/20XX
INITIALS
XXX
PRINCIPAL
ENGINEER
HECKER INITIALS
AA
DISCIPLINE /RESOURCE CENTER /LINE NUMBER
1 " = 100'
REVISION
A

LEGEND
SILT FENCE
TEMPORARY
EASEMENT
ADDITIONAL
EASEMENT
EASEMENT
WETLAND
MINOR CONTOUR LINE
MAJOR CONTOUR LINE
SOIL DELINEATION
RIPARIAN BUFFER
ZONE 1 / ZONE 2
PROPERTY LINE
0 100 200
SCALE IN FEET
NOTES:
1. DUE TO LIMITED VARIATION IN TOPOGRAPHIC DATA, UPSLOPE AND DOWNSLOPE
SIDES OF THE PROJECT AREA COULD NOT BE VERIFIED AT THIS RESOLUTION.
CONTRACTOR IS RESPONSIBLE FOR DETERMINING THE DOWNSLOPE / DOWNSTREAM
SIDE OF THE PROJECT IN SITU AND INSTALLING PRESCRIBED SILT FENCE, CHECK
DAMS, ETC. IN THE CORRECT LOCATION. PLACING SILT FENCE / CHECK DAMS IN
BOTH UPSLOPE / UPSTREAM AND DOWNSLOPE / DOWNSTREAM LOCATIONS AS
DRAWN IS NOT NECESSARY.
2. DITCHES APPEARING IN THE SATELLITE IMAGE AND / OR EXISTING IN THE FIELD
THAT HAVE NOT BEEN IDENTIFIED IN THE DESIGN PLANS AS PRESENTED, STILL
REMAIN THE RESPONSIBILITY OF THE CONTRACTOR TO IDENTIFY AND APPLY THE
APPROPRIATE CHECK DAM IN THE DOWNSTREAM LOCATION.
3. UNLESS OTHERWISE INDICATED, CONTRACTOR IS RESPONSIBLE FOR THE
INSTALLATION OF SILT FENCE BREAKS A MINIMUM OF EVERY 200 LF ALONG SILT
FENCE IN AREAS WHERE CONCENTRATED FLOW MAY OCCUR. AS DESIGNATED
WETLAND AREAS ARE PREVALENT, WATTLE BREAKS ARE PREFERRED.
KEYNOTES:
AT INDICATED SOIL TYPE REGION, ENHANCED RUNOFF, ESC REDUCTION AND
1O SURFACE DRAINAGE ARE NEEDED. IN THESE AREAS, DOUBLE SILT FENCE, SILT
FENCE BREAKS AT MIN. 200' INTERVALS, AND SEDIMENT PITS SHALL BE
INSTALLED.
WITHIN WETLAND BOUNDARIES, TIMBER MATTING TO BE USED TO ALLOW
OCONSTRUCTION VEHICLE ACCESS. TRENCH PLUGS WILL BE DEPLOYED TO
2 PREVENT FLOW OF WATER OUT OF THE WETLAND AREA. DIVERSION BERMS
(SOIL/STRAW BALES/COMPOST SOCK, ETC.) WILL BE PLACED ON BOTH SIDES OF
THE EXCAVATED TRENCH WITH THE LIMITS OF DISTURBANCE. SEE DETAIL 1 ON
SHEET G-005 FOR DIAGRAM.
�A•�•••�,, I PROPRIETARY & CONFIDENTIAL ALL RIGHTS RESERVED * DO NOT SCALE THIS DRAWING * USE DIMENSIONS ONLY REF. DWG(S)
�•••.p�j"' 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 DISCLOSURE ALL PREVIOUS PAPER COPIES OF THIS DRAWING MUST BE DESTROYED IN ACCORDANCE WITH RECORDS & INFO. MANAGEMENT (RIM) POLICY 1001
:?•'FESS/0''•
NO.I DATE
.
•
7 qb
.O •
'•9,Q'••:,NGI NE�Q:•'''
••......• �P�
PROFESSIONAL ENG/ARCH STAMP
REVISION(S) DESCRIPTION
BY I CHK I APPDI DESCRIPTION
APPROVALS
AREA CODE
DATE
S
INITIALS
REGIONAL
ENGINEER
ACCOUNT NUMBER
PROJECT NUMBER
2451417
DATE
INITIALS
A
MGR TECH
REC & STD
DRAWING BY
BPP
STATION IDI
DATE
XX/XX/20XX
INITIALS
XXX
PRINCIPAL
ENGINEER
CHECKER INITIALS
CM
r6111Piedmont
Natural Gas
COPYRIGHT 2015 PIEDMONT NATURAL GAS CORP.
CORP. OFFICE 4720 PIEDMONT ROW DRIVE
CHARLOTTE, NC 28210
LINE 439 PROJECT
ESC NOI SHEET
WINTERVILLE, NORTH CAROLINA
SHEET(S) 14 OF 26 I DWG SCALE
DWG DATE 3/22/2019 I SUPERSEDED
DRAWING NUMBER
PNG BC -C-009
DISCIPLINE / RESOURCE CENTER / LINE NUMBER
1 " = 100'
REVISI
A

LEGEND
SILT FENCE
TEMPORARY
EASEMENT
ADDITIONAL
EASEMENT
EASEMENT
WETLAND
MINOR CONTOUR LINE
MAJOR CONTOUR LINE
SOIL DELINEATION
RIPARIAN BUFFER
ZONE 1 / ZONE 2
PROPERTY LINE
0 100 200
SCALE IN FEET
NOTES:
1. DUE TO LIMITED VARIATION IN TOPOGRAPHIC DATA, UPSLOPE AND DOWNSLOPE
SIDES OF THE PROJECT AREA COULD NOT BE VERIFIED AT THIS RESOLUTION.
CONTRACTOR IS RESPONSIBLE FOR DETERMINING THE DOWNSLOPE / DOWNSTREAM
SIDE OF THE PROJECT IN SITU AND INSTALLING PRESCRIBED SILT FENCE, CHECK
DAMS, ETC. IN THE CORRECT LOCATION. PLACING SILT FENCE / CHECK DAMS IN
BOTH UPSLOPE / UPSTREAM AND DOWNSLOPE / DOWNSTREAM LOCATIONS AS
DRAWN IS NOT NECESSARY.
2. DITCHES APPEARING IN THE SATELLITE IMAGE AND / OR EXISTING IN THE FIELD
THAT HAVE NOT BEEN IDENTIFIED IN THE DESIGN PLANS AS PRESENTED, STILL
REMAIN THE RESPONSIBILITY OF THE CONTRACTOR TO IDENTIFY AND APPLY THE
APPROPRIATE CHECK DAM IN THE DOWNSTREAM LOCATION.
3. UNLESS OTHERWISE INDICATED, CONTRACTOR IS RESPONSIBLE FOR THE
INSTALLATION OF SILT FENCE BREAKS A MINIMUM OF EVERY 200 LF ALONG SILT
FENCE IN AREAS WHERE CONCENTRATED FLOW MAY OCCUR. AS DESIGNATED
WETLAND AREAS ARE PREVALENT, WATTLE BREAKS ARE PREFERRED.
KEYNOTES:
AT INDICATED SOIL TYPE REGION, ENHANCED RUNOFF, ESC REDUCTION AND
1O SURFACE DRAINAGE ARE NEEDED. IN THESE AREAS, DOUBLE SILT FENCE, SILT
FENCE BREAKS AT MIN. 200' INTERVALS, AND SEDIMENT PITS SHALL BE
INSTALLED.
WITHIN WETLAND BOUNDARIES, TIMBER MATTING TO BE USED TO ALLOW
OCONSTRUCTION VEHICLE ACCESS. TRENCH PLUGS WILL BE DEPLOYED TO
2 PREVENT FLOW OF WATER OUT OF THE WETLAND AREA. DIVERSION BERMS
(SOIL/STRAW BALES/COMPOST SOCK, ETC.) WILL BE PLACED ON BOTH SIDES OF
THE EXCAVATED TRENCH WITH THE LIMITS OF DISTURBANCE. SEE DETAIL 1 ON
SHEET G-005 FOR DIAGRAM.
lA•�'••'f I PROPRIETARY & CONFIDENTIAL ALL RIGHTS RESERVED * DO NOT SCALE THIS DRAWING * USE DIMENSIONS ONLY REF. DWG(S)
�•••.pi", 00, 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 DISCLOSURE ALL PREVIOUS PAPER COPIES OF THIS DRAWING MUST BE DESTROYED IN ACCORDANCE WITH RECORDS & INFO. MANAGEMENT (RIM) POLICY 1001
:?:•'4ES S/®'••
NO.I DATE
••......•
466600
PROFESSIONAL ENG/ARCH STAMP
REVISION(S) DESCRIPTION
BY I CHK I APPDI DESCRIPTION
APPROVALS
AREA CODE
DATE
IN/AS
REGIONAL
ENGINEER
ACCOUNT NUMBER
PROJECT NUMBER
2451417
DATE
INITIALS
A
MGR TECH
REC & STD
DRAWING BY
BPP
STATION IDI
DATE
XX/XX/20XX
INITIALS
XXX
PRINCIPAL
ENGINEER
CHECKER INITIALS
CM
r6111Piedmont
Natural Gas
COPYRIGHT 2015 PIEDMONT NATURAL GAS CORP.
CORP. OFFICE 4720 PIEDMONT ROW DRIVE
CHARLOTTE, NC 28210
LINE 439 PROJECT
ESC NOI SHEET
WI NTERVI LLE, NORTH CAROLINA
SHEET(S) 15 OF 26 1 DWG SCALE
DWG DATE 3/22/2019 1 SUPERSEDED
DRAWING NUMBER
PNG BC -C-010
DISCIPLINE / RESOURCE CENTER / LINE NUMBER
1 " = 100'
REVISI
A

LEGEND
SILT FENCE
TEMPORARY
EASEMENT
ADDITIONAL
EASEMENT
EASEMENT
WETLAND
MINOR CONTOUR LINE
MAJOR CONTOUR LINE
42
SOIL DELINEATION
RIPARIAN BUFFER
ZONE 1 / ZONE 2
PROPERTY LINE
0 100 200
SCALE IN FEET
NOTES:
1. DUE TO LIMITED VARIATION IN TOPOGRAPHIC DATA, UPSLOPE AND DOWNSLOPE
SIDES OF THE PROJECT AREA COULD NOT BE VERIFIED AT THIS RESOLUTION.
CONTRACTOR IS RESPONSIBLE FOR DETERMINING THE DOWNSLOPE / DOWNSTREAM
SIDE OF THE PROJECT IN SITU AND INSTALLING PRESCRIBED SILT FENCE, CHECK
DAMS, ETC. IN THE CORRECT LOCATION. PLACING SILT FENCE / CHECK DAMS IN
BOTH UPSLOPE / UPSTREAM AND DOWNSLOPE / DOWNSTREAM LOCATIONS AS
DRAWN IS NOT NECESSARY.
2. DITCHES APPEARING IN THE SATELLITE IMAGE AND / OR EXISTING IN THE FIELD
THAT HAVE NOT BEEN IDENTIFIED IN THE DESIGN PLANS AS PRESENTED, STILL
REMAIN THE RESPONSIBILITY OF THE CONTRACTOR TO IDENTIFY AND APPLY THE
APPROPRIATE CHECK DAM IN THE DOWNSTREAM LOCATION.
3. UNLESS OTHERWISE INDICATED, CONTRACTOR IS RESPONSIBLE FOR THE
INSTALLATION OF SILT FENCE BREAKS A MINIMUM OF EVERY 200 LF ALONG SILT
FENCE IN AREAS WHERE CONCENTRATED FLOW MAY OCCUR. AS DESIGNATED
WETLAND AREAS ARE PREVALENT, WATTLE BREAKS ARE PREFERRED.
KEYNOTES:
AT INDICATED SOIL TYPE REGION, ENHANCED RUNOFF, ESC REDUCTION AND
OSURFACE DRAINAGE ARE NEEDED. IN THESE AREAS, DOUBLE SILT FENCE, SILT
FENCE BREAKS AT MIN. 200' INTERVALS, AND SEDIMENT PITS SHALL BE
INSTALLED.
WITHIN WETLAND BOUNDARIES, TIMBER MATTING TO BE USED TO ALLOW
OCONSTRUCTION VEHICLE ACCESS. TRENCH PLUGS WILL BE DEPLOYED TO
2 PREVENT FLOW OF WATER OUT OF THE WETLAND AREA. DIVERSION BERMS
(SOIL/STRAW BALES/COMPOST SOCK, ETC.) WILL BE PLACED ON BOTH SIDES OF
THE EXCAVATED TRENCH WITH THE LIMITS OF DISTURBANCE. SEE DETAIL 1 ON
SHEET G-005 FOR DIAGRAM.
�A•�'•�•,o I PROPRIETARY & CONFIDENTIAL ALL RIGHTS RESERVED * DO NOT SCALE THIS DRAWING * USE DIMENSIONS ONLY REF. DWG(S)
f.
�•••.pi", 00, 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 DISCLOSURE ALL PREVIOUS PAPER COPIES OF THIS DRAWING MUST BE DESTROYED IN ACCORDANCE WITH RECORDS & INFO. MANAGEMENT (RIM) POLICY 1001
:?:•'4ES S/®'••
NO.I DATE
••......•
466600
PROFESSIONAL ENG/ARCH STAMP
REVISION(S) DESCRIPTION
BY I CHK I APPDI DESCRIPTION
APPROVALS
AREA CODE
DATE
IN/AS
REGIONAL
ENGINEER
ACCOUNT NUMBER
PROJECT NUMBER
2451417
DATE
INITIALS
A
MGR TECH
REC & STD
DRAWING BY
BPP
STATION IDI
DATE
XX/XX/20XX
INITIALS
XXX
PRINCIPAL
ENGINEER
CHECKER INITIALS
CM
r6111Piedmont
Natural Gas
COPYRIGHT 2015 PIEDMONT NATURAL GAS CORP.
CORP. OFFICE 4720 PIEDMONT ROW DRIVE
CHARLOTTE, NC 28210
LINE 439 PROJECT
ESC NOI SHEET
WI NTERVI LLE, NORTH CAROLINA
SHEET(S) 16 OF 26 1 DWG SCALE
DWG DATE 3/22/2019 1 SUPERSEDED
DRAWING NUMBER
PNG BC -C-011
DISCIPLINE / RESOURCE CENTER / LINE NUMBER
1 " = 100'
REVISI
A

LEGEND
SILT FENCE
TEMPORARY
EASEMENT
ADDITIONAL
EASEMENT
EASEMENT
WETLAND
MINOR CONTOUR LINE
MAJOR CONTOUR LINE
42
SOIL DELINEATION
RIPARIAN BUFFER
ZONE 1 / ZONE 2
PROPERTY LINE
0 100 200
SCALE IN FEET
NOTES:
1. DUE TO LIMITED VARIATION IN TOPOGRAPHIC DATA, UPSLOPE AND DOWNSLOPE
SIDES OF THE PROJECT AREA COULD NOT BE VERIFIED AT THIS RESOLUTION.
CONTRACTOR IS RESPONSIBLE FOR DETERMINING THE DOWNSLOPE / DOWNSTREAM
SIDE OF THE PROJECT IN SITU AND INSTALLING PRESCRIBED SILT FENCE, CHECK
DAMS, ETC. IN THE CORRECT LOCATION. PLACING SILT FENCE / CHECK DAMS IN
BOTH UPSLOPE / UPSTREAM AND DOWNSLOPE / DOWNSTREAM LOCATIONS AS
DRAWN IS NOT NECESSARY.
2. DITCHES APPEARING IN THE SATELLITE IMAGE AND / OR EXISTING IN THE FIELD
THAT HAVE NOT BEEN IDENTIFIED IN THE DESIGN PLANS AS PRESENTED, STILL
REMAIN THE RESPONSIBILITY OF THE CONTRACTOR TO IDENTIFY AND APPLY THE
APPROPRIATE CHECK DAM IN THE DOWNSTREAM LOCATION.
3. UNLESS OTHERWISE INDICATED, CONTRACTOR IS RESPONSIBLE FOR THE
INSTALLATION OF SILT FENCE BREAKS A MINIMUM OF EVERY 200 LF ALONG SILT
FENCE IN AREAS WHERE CONCENTRATED FLOW MAY OCCUR. AS DESIGNATED
WETLAND AREAS ARE PREVALENT, WATTLE BREAKS ARE PREFERRED.
KEYNOTES:
AT INDICATED SOIL TYPE REGION, ENHANCED RUNOFF, ESC REDUCTION AND
OSURFACE DRAINAGE ARE NEEDED. IN THESE AREAS, DOUBLE SILT FENCE, SILT
FENCE BREAKS AT MIN. 200' INTERVALS, AND SEDIMENT PITS SHALL BE
INSTALLED.
WITHIN WETLAND BOUNDARIES, TIMBER MATTING TO BE USED TO ALLOW
OCONSTRUCTION VEHICLE ACCESS. TRENCH PLUGS WILL BE DEPLOYED TO
2 PREVENT FLOW OF WATER OUT OF THE WETLAND AREA. DIVERSION BERMS
(SOIL/STRAW BALES/COMPOST SOCK, ETC.) WILL BE PLACED ON BOTH SIDES OF
THE EXCAVATED TRENCH WITH THE LIMITS OF DISTURBANCE. SEE DETAIL 1 ON
SHEET G-005 FOR DIAGRAM.
�A•�'•�•,o I PROPRIETARY & CONFIDENTIAL ALL RIGHTS RESERVED * DO NOT SCALE THIS DRAWING * USE DIMENSIONS ONLY REF. DWG(S)
f.
�•••.pi", 00, 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 DISCLOSURE ALL PREVIOUS PAPER COPIES OF THIS DRAWING MUST BE DESTROYED IN ACCORDANCE WITH RECORDS & INFO. MANAGEMENT (RIM) POLICY 1001
:?:•'4ES S/®'••
NO.I DATE
••......•
466600
PROFESSIONAL ENG/ARCH STAMP
REVISION(S) DESCRIPTION
BY I CHK I APPDI DESCRIPTION
APPROVALS
AREA CODE
DATE
IN/AS
REGIONAL
ENGINEER
ACCOUNT NUMBER
PROJECT NUMBER
2451417
DATE
INITIALS
A
MGR TECH
REC & STD
DRAWING BY
BPP
STATION IDI
DATE
XX/XX/20XX
INITIALS
XXX
PRINCIPAL
ENGINEER
CHECKER INITIALS
CM
r6111Piedmont
Natural Gas
COPYRIGHT 2015 PIEDMONT NATURAL GAS CORP.
CORP. OFFICE 4720 PIEDMONT ROW DRIVE
CHARLOTTE, NC 28210
LINE 439 PROJECT
ESC NOI SHEET
WI NTERVI LLE, NORTH CAROLINA
SHEET(S) 17 OF 26 1 DWG SCALE
DWG DATE 3/22/2019 1 SUPERSEDED
DRAWING NUMBER
PNG BC -C-012
DISCIPLINE / RESOURCE CENTER / LINE NUMBER
1 " = 100'
REVISI
A

LEGEND
SILT FENCE
TEMPORARY
EASEMENT
ADDITIONAL
EASEMENT
EASEMENT
WETLAND
MINOR CONTOUR LINE
MAJOR CONTOUR LINE
42
SOIL DELINEATION
RIPARIAN BUFFER
ZONE 1 / ZONE 2
PROPERTY LINE
0 100 200
SCALE IN FEET
NOTES:
1. DUE TO LIMITED VARIATION IN TOPOGRAPHIC DATA, UPSLOPE AND DOWNSLOPE
SIDES OF THE PROJECT AREA COULD NOT BE VERIFIED AT THIS RESOLUTION.
CONTRACTOR IS RESPONSIBLE FOR DETERMINING THE DOWNSLOPE / DOWNSTREAM
SIDE OF THE PROJECT IN SITU AND INSTALLING PRESCRIBED SILT FENCE, CHECK
DAMS, ETC. IN THE CORRECT LOCATION. PLACING SILT FENCE / CHECK DAMS IN
BOTH UPSLOPE / UPSTREAM AND DOWNSLOPE / DOWNSTREAM LOCATIONS AS
DRAWN IS NOT NECESSARY.
2. DITCHES APPEARING IN THE SATELLITE IMAGE AND / OR EXISTING IN THE FIELD
THAT HAVE NOT BEEN IDENTIFIED IN THE DESIGN PLANS AS PRESENTED, STILL
REMAIN THE RESPONSIBILITY OF THE CONTRACTOR TO IDENTIFY AND APPLY THE
APPROPRIATE CHECK DAM IN THE DOWNSTREAM LOCATION.
3. UNLESS OTHERWISE INDICATED, CONTRACTOR IS RESPONSIBLE FOR THE
INSTALLATION OF SILT FENCE BREAKS A MINIMUM OF EVERY 200 LF ALONG SILT
FENCE IN AREAS WHERE CONCENTRATED FLOW MAY OCCUR. AS DESIGNATED
WETLAND AREAS ARE PREVALENT, WATTLE BREAKS ARE PREFERRED.
KEYNOTES:
AT INDICATED SOIL TYPE REGION, ENHANCED RUNOFF, ESC REDUCTION AND
OSURFACE DRAINAGE ARE NEEDED. IN THESE AREAS, DOUBLE SILT FENCE, SILT
FENCE BREAKS AT MIN. 200' INTERVALS, AND SEDIMENT PITS SHALL BE
INSTALLED.
WITHIN WETLAND BOUNDARIES, TIMBER MATTING TO BE USED TO ALLOW
OCONSTRUCTION VEHICLE ACCESS. TRENCH PLUGS WILL BE DEPLOYED TO
2 PREVENT FLOW OF WATER OUT OF THE WETLAND AREA. DIVERSION BERMS
(SOIL/STRAW BALES/COMPOST SOCK, ETC.) WILL BE PLACED ON BOTH SIDES OF
THE EXCAVATED TRENCH WITH THE LIMITS OF DISTURBANCE. SEE DETAIL 1 ON
SHEET G-005 FOR DIAGRAM.
�A•�'•�•,o I PROPRIETARY & CONFIDENTIAL ALL RIGHTS RESERVED * DO NOT SCALE THIS DRAWING * USE DIMENSIONS ONLY REF. DWG(S)
f.
�•••.pi", 00, 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 DISCLOSURE ALL PREVIOUS PAPER COPIES OF THIS DRAWING MUST BE DESTROYED IN ACCORDANCE WITH RECORDS & INFO. MANAGEMENT (RIM) POLICY 1001
:?:•'4ES S/®'••
NO.I DATE
••......•
466600
PROFESSIONAL ENG/ARCH STAMP
REVISION(S) DESCRIPTION
BY I CHK I APPDI DESCRIPTION
APPROVALS
AREA CODE
DATE
IN/AS
REGIONAL
ENGINEER
ACCOUNT NUMBER
PROJECT NUMBER
2451417
DATE
INITIALS
A
MGR TECH
REC & STD
DRAWING BY
BPP
STATION IDI
DATE
XX/XX/20XX
INITIALS
XXX
PRINCIPAL
ENGINEER
CHECKER INITIALS
CM
r6111Piedmont
Natural Gas
COPYRIGHT 2015 PIEDMONT NATURAL GAS CORP.
CORP. OFFICE 4720 PIEDMONT ROW DRIVE
CHARLOTTE, NC 28210
LINE 439 PROJECT
ESC NOI SHEET
WI NTERVI LLE, NORTH CAROLINA
SHEET(S) 18 OF 26 1 DWG SCALE
DWG DATE 3/22/2019 1 SUPERSEDED
DRAWING NUMBER
PNG BC -C-013
DISCIPLINE / RESOURCE CENTER / LINE NUMBER
1 " = 100'
REVISI
A

LEGEND
SILT FENCE
TEMPORARY
EASEMENT
ADDITIONAL
EASEMENT
EASEMENT
WETLAND
MINOR CONTOUR LINE
MAJOR CONTOUR LINE
42
SOIL DELINEATION
RIPARIAN BUFFER
ZONE 1 / ZONE 2
PROPERTY LINE
0 100 200
SCALE IN FEET
NOTES:
1. DUE TO LIMITED VARIATION IN TOPOGRAPHIC DATA, UPSLOPE AND DOWNSLOPE
SIDES OF THE PROJECT AREA COULD NOT BE VERIFIED AT THIS RESOLUTION.
CONTRACTOR IS RESPONSIBLE FOR DETERMINING THE DOWNSLOPE / DOWNSTREAM
SIDE OF THE PROJECT IN SITU AND INSTALLING PRESCRIBED SILT FENCE, CHECK
DAMS, ETC. IN THE CORRECT LOCATION. PLACING SILT FENCE / CHECK DAMS IN
BOTH UPSLOPE / UPSTREAM AND DOWNSLOPE / DOWNSTREAM LOCATIONS AS
DRAWN IS NOT NECESSARY.
2. DITCHES APPEARING IN THE SATELLITE IMAGE AND / OR EXISTING IN THE FIELD
THAT HAVE NOT BEEN IDENTIFIED IN THE DESIGN PLANS AS PRESENTED, STILL
REMAIN THE RESPONSIBILITY OF THE CONTRACTOR TO IDENTIFY AND APPLY THE
APPROPRIATE CHECK DAM IN THE DOWNSTREAM LOCATION.
3. UNLESS OTHERWISE INDICATED, CONTRACTOR IS RESPONSIBLE FOR THE
INSTALLATION OF SILT FENCE BREAKS A MINIMUM OF EVERY 200 LF ALONG SILT
FENCE IN AREAS WHERE CONCENTRATED FLOW MAY OCCUR. AS DESIGNATED
WETLAND AREAS ARE PREVALENT, WATTLE BREAKS ARE PREFERRED.
KEYNOTES:
AT INDICATED SOIL TYPE REGION, ENHANCED RUNOFF, ESC REDUCTION AND
OSURFACE DRAINAGE ARE NEEDED. IN THESE AREAS, DOUBLE SILT FENCE, SILT
FENCE BREAKS AT MIN. 200' INTERVALS, AND SEDIMENT PITS SHALL BE
INSTALLED.
WITHIN WETLAND BOUNDARIES, TIMBER MATTING TO BE USED TO ALLOW
OCONSTRUCTION VEHICLE ACCESS. TRENCH PLUGS WILL BE DEPLOYED TO
2 PREVENT FLOW OF WATER OUT OF THE WETLAND AREA. DIVERSION BERMS
(SOIL/STRAW BALES/COMPOST SOCK, ETC.) WILL BE PLACED ON BOTH SIDES OF
THE EXCAVATED TRENCH WITH THE LIMITS OF DISTURBANCE. SEE DETAIL 1 ON
SHEET G-005 FOR DIAGRAM.
�A•�'•�•,o I PROPRIETARY & CONFIDENTIAL ALL RIGHTS RESERVED * DO NOT SCALE THIS DRAWING * USE DIMENSIONS ONLY REF. DWG(S)
f.
�•••.pi", 00, 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 DISCLOSURE ALL PREVIOUS PAPER COPIES OF THIS DRAWING MUST BE DESTROYED IN ACCORDANCE WITH RECORDS & INFO. MANAGEMENT (RIM) POLICY 1001
:?:•'4ES S/®'••
NO.I DATE
••......•
466600
PROFESSIONAL ENG/ARCH STAMP
REVISION(S) DESCRIPTION
BY I CHK I APPDI DESCRIPTION
APPROVALS
AREA CODE
DATE
IN/AS
REGIONAL
ENGINEER
ACCOUNT NUMBER
PROJECT NUMBER
2451417
DATE
INITIALS
A
MGR TECH
REC & STD
DRAWING BY
BPP
STATION IDI
DATE
XX/XX/20XX
INITIALS
XXX
PRINCIPAL
ENGINEER
CHECKER INITIALS
CM
r6111Piedmont
Natural Gas
COPYRIGHT 2015 PIEDMONT NATURAL GAS CORP.
CORP. OFFICE 4720 PIEDMONT ROW DRIVE
CHARLOTTE, NC 28210
LINE 439 PROJECT
ESC NOI SHEET
WI NTERVI LLE, NORTH CAROLINA
SHEET(S) 19 OF 26 1 DWG SCALE
DWG DATE 3/22/2019 1 SUPERSEDED
DRAWING NUMBER
PNG BC -C-014
DISCIPLINE / RESOURCE CENTER / LINE NUMBER
1 " = 100'
REVISI
A

LEGEND
SILT FENCE
TEMPORARY
EASEMENT
ADDITIONAL
EASEMENT
EASEMENT
WETLAND
MINOR CONTOUR LINE
MAJOR CONTOUR LINE
42
SOIL DELINEATION
RIPARIAN BUFFER
ZONE 1 / ZONE 2
PROPERTY LINE
0 100 200
SCALE IN FEET
NOTES:
1. DUE TO LIMITED VARIATION IN TOPOGRAPHIC DATA, UPSLOPE AND DOWNSLOPE
SIDES OF THE PROJECT AREA COULD NOT BE VERIFIED AT THIS RESOLUTION.
CONTRACTOR IS RESPONSIBLE FOR DETERMINING THE DOWNSLOPE / DOWNSTREAM
SIDE OF THE PROJECT IN SITU AND INSTALLING PRESCRIBED SILT FENCE, CHECK
DAMS, ETC. IN THE CORRECT LOCATION. PLACING SILT FENCE / CHECK DAMS IN
BOTH UPSLOPE / UPSTREAM AND DOWNSLOPE / DOWNSTREAM LOCATIONS AS
DRAWN IS NOT NECESSARY.
2. DITCHES APPEARING IN THE SATELLITE IMAGE AND / OR EXISTING IN THE FIELD
THAT HAVE NOT BEEN IDENTIFIED IN THE DESIGN PLANS AS PRESENTED, STILL
REMAIN THE RESPONSIBILITY OF THE CONTRACTOR TO IDENTIFY AND APPLY THE
APPROPRIATE CHECK DAM IN THE DOWNSTREAM LOCATION.
3. UNLESS OTHERWISE INDICATED, CONTRACTOR IS RESPONSIBLE FOR THE
INSTALLATION OF SILT FENCE BREAKS A MINIMUM OF EVERY 200 LF ALONG SILT
FENCE IN AREAS WHERE CONCENTRATED FLOW MAY OCCUR. AS DESIGNATED
WETLAND AREAS ARE PREVALENT, WATTLE BREAKS ARE PREFERRED.
KEYNOTES:
AT INDICATED SOIL TYPE REGION, ENHANCED RUNOFF, ESC REDUCTION AND
OSURFACE DRAINAGE ARE NEEDED. IN THESE AREAS, DOUBLE SILT FENCE, SILT
FENCE BREAKS AT MIN. 200' INTERVALS, AND SEDIMENT PITS SHALL BE
INSTALLED.
WITHIN WETLAND BOUNDARIES, TIMBER MATTING TO BE USED TO ALLOW
OCONSTRUCTION VEHICLE ACCESS. TRENCH PLUGS WILL BE DEPLOYED TO
2 PREVENT FLOW OF WATER OUT OF THE WETLAND AREA. DIVERSION BERMS
(SOIL/STRAW BALES/COMPOST SOCK, ETC.) WILL BE PLACED ON BOTH SIDES OF
THE EXCAVATED TRENCH WITH THE LIMITS OF DISTURBANCE. SEE DETAIL 1 ON
SHEET G-005 FOR DIAGRAM.
�A•�'•�•,o I PROPRIETARY & CONFIDENTIAL ALL RIGHTS RESERVED * DO NOT SCALE THIS DRAWING * USE DIMENSIONS ONLY REF. DWG(S)
f.
�•••.pi", 00, 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 DISCLOSURE ALL PREVIOUS PAPER COPIES OF THIS DRAWING MUST BE DESTROYED IN ACCORDANCE WITH RECORDS & INFO. MANAGEMENT (RIM) POLICY 1001
:?:•'4ES S/®'••
NO.I DATE
••......•
466600
PROFESSIONAL ENG/ARCH STAMP
REVISION(S) DESCRIPTION
BY I CHK I APPDI DESCRIPTION
APPROVALS
AREA CODE
DATE
IN/AS
REGIONAL
ENGINEER
ACCOUNT NUMBER
PROJECT NUMBER
2451417
DATE
INITIALS
A
MGR TECH
REC & STD
DRAWING BY
BPP
STATION IDI
DATE
XX/XX/20XX
INITIALS
XXX
PRINCIPAL
ENGINEER
CHECKER INITIALS
CM
r6111Piedmont
Natural Gas
COPYRIGHT 2015 PIEDMONT NATURAL GAS CORP.
CORP. OFFICE 4720 PIEDMONT ROW DRIVE
CHARLOTTE, NC 28210
LINE 439 PROJECT
ESC NOI SHEET
WI NTERVI LLE, NORTH CAROLINA
SHEET(S) 20 OF 26 1 DWG SCALE
DWG DATE 3/22/2019 1 SUPERSEDED
DRAWING NUMBER
PNG BC -C-015
DISCIPLINE / RESOURCE CENTER / LINE NUMBER
1 " = 100'
REVISI
A

LEGEND
SILT FENCE
TEMPORARY
EASEMENT
ADDITIONAL
EASEMENT
EASEMENT
WETLAND
MINOR CONTOUR LINE
MAJOR CONTOUR LINE
-4-2-
SOIL DELINEATION
RIPARIAN BUFFER
ZONE 1 / ZONE 2
PROPERTY LINE
0 100 200
SCALE IN FEET
NOTES:
1. DUE TO LIMITED VARIATION IN TOPOGRAPHIC DATA, UPSLOPE AND DOWNSLOPE
SIDES OF THE PROJECT AREA COULD NOT BE VERIFIED AT THIS RESOLUTION.
CONTRACTOR IS RESPONSIBLE FOR DETERMINING THE DOWNSLOPE / DOWNSTREAM
SIDE OF THE PROJECT IN SITU AND INSTALLING PRESCRIBED SILT FENCE, CHECK
DAMS, ETC. IN THE CORRECT LOCATION. PLACING SILT FENCE / CHECK DAMS IN
BOTH UPSLOPE / UPSTREAM AND DOWNSLOPE / DOWNSTREAM LOCATIONS AS
DRAWN IS NOT NECESSARY.
2. DITCHES APPEARING IN THE SATELLITE IMAGE AND / OR EXISTING IN THE FIELD
THAT HAVE NOT BEEN IDENTIFIED IN THE DESIGN PLANS AS PRESENTED, STILL
REMAIN THE RESPONSIBILITY OF THE CONTRACTOR TO IDENTIFY AND APPLY THE
APPROPRIATE CHECK DAM IN THE DOWNSTREAM LOCATION.
3. UNLESS OTHERWISE INDICATED, CONTRACTOR IS RESPONSIBLE FOR THE
INSTALLATION OF SILT FENCE BREAKS A MINIMUM OF EVERY 200 LF ALONG SILT
FENCE IN AREAS WHERE CONCENTRATED FLOW MAY OCCUR. AS DESIGNATED
WETLAND AREAS ARE PREVALENT, WATTLE BREAKS ARE PREFERRED.
KEYNOTES:
AT INDICATED SOIL TYPE REGION, ENHANCED RUNOFF, ESC REDUCTION AND
1O SURFACE DRAINAGE ARE NEEDED. IN THESE AREAS, DOUBLE SILT FENCE, SILT
FENCE BREAKS AT MIN. 200' INTERVALS, AND SEDIMENT PITS SHALL BE
INSTALLED.
WITHIN WETLAND BOUNDARIES, TIMBER MATTING TO BE USED TO ALLOW
OCONSTRUCTION VEHICLE ACCESS. TRENCH PLUGS WILL BE DEPLOYED TO
2 PREVENT FLOW OF WATER OUT OF THE WETLAND AREA. DIVERSION BERMS
(SOIL/STRAW BALES/COMPOST SOCK, ETC.) WILL BE PLACED ON BOTH SIDES OF
THE EXCAVATED TRENCH WITH THE LIMITS OF DISTURBANCE. SEE DETAIL 1 ON
SHEET G-005 FOR DIAGRAM.
1A•�'••'0 I PROPRIETARY & CONFIDENTIAL ALL RIGHTS RESERVED * DO NOT SCALE THIS DRAWING * USE DIMENSIONS ONLY REF. DWG(S)
�•••.pil, 00, 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 DISCLOSURE ALL PREVIOUS PAPER COPIES OF THIS DRAWING MUST BE DESTROYED IN ACCORDANCE WITH RECORDS & INFO. MANAGEMENT (RIM) POLICY 1001
:?:•'FES S/p'••
NO.I DATE
0
�.ela 0000
•...0000• \t'
4666100
PROFESSIONAL EN&ARCH STAMP
REVISION(S) DESCRIPTION
BY I CHK I APPDI DESCRIPTION
APPROVALS
AREA CODE
DATE
INITIALS
N/A
REGIONAL
ENGINEER
ACCOUNT NUMBER
PROJECT NUMBER
2451417
DATE
INITIALS
N/A
MGR TECH
REC & STD
DRAWING BY
BPP
STATION IDI
DATE
XX/XX/20XX
INITIALS
XXX
PRINCIPAL
ENGINEER
CHECKER INITIALS
CM
r6111Piedmont
Natural Gas
COPYRIGHT 2015 PIEDMONT NATURAL GAS CORP.
CORP. OFFICE 4720 PIEDMONT ROW DRIVE
CHARLOTTE, NC 28210
LINE 439 PROJECT
ESC NOI SHEET
WI NTERVI LLE, NORTH CAROLINA
SHEET(S) 21 OF 26 1 DWG SCALE
DWG DATE 3/22/2019 1 SUPERSEDED
DRAWING NUMBER
PNG BC -C-016
DISCIPLINE / RESOURCE CENTER / LINE NUMBER
1" = 100'
REVISI
A

LEGEND
SILT FENCE
TEMPORARY
EASEMENT
ADDITIONAL
EASEMENT
EASEMENT
WETLAND
MINOR CONTOUR LINE
MAJOR CONTOUR LINE
-4-2-
SOIL DELINEATION
RIPARIAN BUFFER
ZONE 1 / ZONE 2
PROPERTY LINE
0 100 200
SCALE IN FEET
NOTES:
1. DUE TO LIMITED VARIATION IN TOPOGRAPHIC DATA, UPSLOPE AND DOWNSLOPE
SIDES OF THE PROJECT AREA COULD NOT BE VERIFIED AT THIS RESOLUTION.
CONTRACTOR IS RESPONSIBLE FOR DETERMINING THE DOWNSLOPE / DOWNSTREAM
SIDE OF THE PROJECT IN SITU AND INSTALLING PRESCRIBED SILT FENCE, CHECK
DAMS, ETC. IN THE CORRECT LOCATION. PLACING SILT FENCE / CHECK DAMS IN
BOTH UPSLOPE / UPSTREAM AND DOWNSLOPE / DOWNSTREAM LOCATIONS AS
DRAWN IS NOT NECESSARY.
2. DITCHES APPEARING IN THE SATELLITE IMAGE AND / OR EXISTING IN THE FIELD
THAT HAVE NOT BEEN IDENTIFIED IN THE DESIGN PLANS AS PRESENTED, STILL
REMAIN THE RESPONSIBILITY OF THE CONTRACTOR TO IDENTIFY AND APPLY THE
APPROPRIATE CHECK DAM IN THE DOWNSTREAM LOCATION.
3. UNLESS OTHERWISE INDICATED, CONTRACTOR IS RESPONSIBLE FOR THE
INSTALLATION OF SILT FENCE BREAKS A MINIMUM OF EVERY 200 LF ALONG SILT
FENCE IN AREAS WHERE CONCENTRATED FLOW MAY OCCUR. AS DESIGNATED
WETLAND AREAS ARE PREVALENT, WATTLE BREAKS ARE PREFERRED.
KEYNOTES:
AT INDICATED SOIL TYPE REGION, ENHANCED RUNOFF, ESC REDUCTION AND
1O SURFACE DRAINAGE ARE NEEDED. IN THESE AREAS, DOUBLE SILT FENCE, SILT
FENCE BREAKS AT MIN. 200' INTERVALS, AND SEDIMENT PITS SHALL BE
INSTALLED.
WITHIN WETLAND BOUNDARIES, TIMBER MATTING TO BE USED TO ALLOW
OCONSTRUCTION VEHICLE ACCESS. TRENCH PLUGS WILL BE DEPLOYED TO
2 PREVENT FLOW OF WATER OUT OF THE WETLAND AREA. DIVERSION BERMS
(SOIL/STRAW BALES/COMPOST SOCK, ETC.) WILL BE PLACED ON BOTH SIDES OF
THE EXCAVATED TRENCH WITH THE LIMITS OF DISTURBANCE. SEE DETAIL 1 ON
SHEET G-005 FOR DIAGRAM.
1A•�'••'0 I PROPRIETARY & CONFIDENTIAL ALL RIGHTS RESERVED * DO NOT SCALE THIS DRAWING * USE DIMENSIONS ONLY REF. DWG(S)
�•••.pil, 00, 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 DISCLOSURE ALL PREVIOUS PAPER COPIES OF THIS DRAWING MUST BE DESTROYED IN ACCORDANCE WITH RECORDS & INFO. MANAGEMENT (RIM) POLICY 1001
:?:•'FES S/p'••
NO.I DATE
0
�.ela 0000
•...0000• \t'
4666100
PROFESSIONAL EN&ARCH STAMP
REVISION(S) DESCRIPTION
BY I CHK I APPDI DESCRIPTION
APPROVALS
AREA CODE
DATE
INITIALS
N/A
REGIONAL
ENGINEER
ACCOUNT NUMBER
PROJECT NUMBER
2451417
DATE
INITIALS
N/A
MGR TECH
REC & STD
DRAWING BY
BPP
STATION IDI
DATE
XX/XX/20XX
INITIALS
XXX
PRINCIPAL
ENGINEER
CHECKER INITIALS
CM
r6111Piedmont
Natural Gas
COPYRIGHT 2015 PIEDMONT NATURAL GAS CORP.
CORP. OFFICE 4720 PIEDMONT ROW DRIVE
CHARLOTTE, NC 28210
LINE 439 PROJECT
ESC NOI SHEET
WI NTERVI LLE, NORTH CAROLINA
SHEET(S) 22 OF 26 1 DWG SCALE
DWG DATE 3/22/2019 1 SUPERSEDED
DRAWING NUMBER
PNG BC -C-017
DISCIPLINE / RESOURCE CENTER / LINE NUMBER
1" = 100'
REVISI
A

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SILT FENCE
TEMPORARY
EASEMENT
ADDITIONAL
EASEMENT
•
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PROFESSIONAL ENG/ARCH STAMP
Li
EASEMENT
WETLAND
MINOR CONTOUR LINE 42
MAJOR CONTOUR LINE
C
SOIL DELINEATION
RIPARIAN BUFFER
ZONE 1 / ZONE 2
PROPERTY LINE
0
0 100 200
SCALE IN FEET
NOTES:
1. DUE TO LIMITED VARIATION IN TOPOGRAPHIC DATA, UPSLOPE AND DOWNSLOPE
SIDES OF THE PROJECT AREA COULD NOT BE VERIFIED AT THIS RESOLUTION.
CONTRACTOR IS RESPONSIBLE FOR DETERMINING THE DOWNSLOPE / DOWNSTREAM
SIDE OF THE PROJECT IN SITU AND INSTALLING PRESCRIBED SILT FENCE, CHECK
DAMS, ETC. IN THE CORRECT LOCATION. PLACING SILT FENCE / CHECK DAMS IN
BOTH UPSLOPE / UPSTREAM AND DOWNSLOPE / DOWNSTREAM LOCATIONS AS
DRAWN IS NOT NECESSARY.
2. DITCHES APPEARING IN THE SATELLITE IMAGE AND / OR EXISTING IN THE FIELD
THAT HAVE NOT BEEN IDENTIFIED IN THE DESIGN PLANS AS PRESENTED, STILL
REMAIN THE RESPONSIBILITY OF THE CONTRACTOR TO IDENTIFY AND APPLY THE
APPROPRIATE CHECK DAM IN THE DOWNSTREAM LOCATION.
3. UNLESS OTHERWISE INDICATED, CONTRACTOR IS RESPONSIBLE FOR THE
INSTALLATION OF SILT FENCE BREAKS A MINIMUM OF EVERY 200 LF ALONG SILT
FENCE IN AREAS WHERE CONCENTRATED FLOW MAY OCCUR. AS DESIGNATED
WETLAND AREAS ARE PREVALENT, WATTLE BREAKS ARE PREFERRED.
KEYNOTES:
AT INDICATED SOIL TYPE REGION, ENHANCED RUNOFF, ESC REDUCTION AND
1O SURFACE DRAINAGE ARE NEEDED. IN THESE AREAS, DOUBLE SILT FENCE, SILT
FENCE BREAKS AT MIN. 200' INTERVALS, AND SEDIMENT PITS SHALL BE
INSTALLED.
WITHIN WETLAND BOUNDARIES, TIMBER MATTING TO BE USED TO ALLOW
OCONSTRUCTION VEHICLE ACCESS. TRENCH PLUGS WILL BE DEPLOYED TO
2 PREVENT FLOW OF WATER OUT OF THE WETLAND AREA. DIVERSION BERMS
(SOIL/STRAW BALES/COMPOST SOCK, ETC.) WILL BE PLACED ON BOTH SIDES OF
THE EXCAVATED TRENCH WITH THE LIMITS OF DISTURBANCE. SEE DETAIL 1 ON
SHEET G-005 FOR DIAGRAM.
T
T
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 DISCLOSURE ALL PREVIOUS PAPER COPIES OF THIS DRAWING MUST BE DESTROYED IN ACCORDANCE WITH RECORDS & INFO. MANAGEMENT (RIM) POLICY 1001
NO.I DATE
REVISION(S) DESCRIPTION
BY CHK I APPD DESCRIPTION
AREA CODE
ACCOUNT NUMBER
PROJECT NUMBER 2451417
DRAWING BY BPP
STATION ID
CHECKER INITIALS I CM
APPROVALS
DATE
INITIALS
REGIONAL
N/A
ENGINEER
DATE
INITIALS
MGR TECH
NIA
REC & STD
DATE
INITIALS
PRINCIPAL
XX/XX/20XX
XXX
ENGINEER
r6111Piedmont
Natural Gas
COPYRIGHT 2015 PIEDMONT NATURAL GAS CORP.
CORP. OFFICE 4720 PIEDMONT ROW DRIVE
CHARLOTTE, NC 28210
LINE 439 PROJECT
ESC NOI SHEET
WI NTERVI LLE, NORTH CAROLINA
REF. DWG(S)
SHEET(S) 23 OF 26 1 DWG SCALE
DWG DATE 3/22/2019 1 SUPERSEDED
DRAWING NUMBER
PNG BC -C-018
DISCIPLINE / RESOURCE CENTER / LINE NUMBER
1" = 100'
REVISI
A

LEGEND
SILT FENCE
TEMPORARY
EASEMENT
ADDITIONAL
EASEMENT
EASEMENT
WETLAND
MINOR CONTOUR LINE
-4-2-
MAJOR CONTOUR LINE �FEM
j
SOIL DELINEATION
RIPARIAN BUFFER
ZONE 1 / ZONE 2
PROPERTY LINE
0 100 200
SCALE IN FEET
NOTES:
1. DUE TO LIMITED VARIATION IN TOPOGRAPHIC DATA, UPSLOPE AND DOWNSLOPE
SIDES OF THE PROJECT AREA COULD NOT BE VERIFIED AT THIS RESOLUTION.
CONTRACTOR IS RESPONSIBLE FOR DETERMINING THE DOWNSLOPE / DOWNSTREAM
SIDE OF THE PROJECT IN SITU AND INSTALLING PRESCRIBED SILT FENCE, CHECK
DAMS, ETC. IN THE CORRECT LOCATION. PLACING SILT FENCE / CHECK DAMS IN
BOTH UPSLOPE / UPSTREAM AND DOWNSLOPE / DOWNSTREAM LOCATIONS AS
DRAWN IS NOT NECESSARY.
2. DITCHES APPEARING IN THE SATELLITE IMAGE AND / OR EXISTING IN THE FIELD
THAT HAVE NOT BEEN IDENTIFIED IN THE DESIGN PLANS AS PRESENTED, STILL
REMAIN THE RESPONSIBILITY OF THE CONTRACTOR TO IDENTIFY AND APPLY THE
APPROPRIATE CHECK DAM IN THE DOWNSTREAM LOCATION.
3. UNLESS OTHERWISE INDICATED, CONTRACTOR IS RESPONSIBLE FOR THE
INSTALLATION OF SILT FENCE BREAKS A MINIMUM OF EVERY 200 LF ALONG SILT
FENCE IN AREAS WHERE CONCENTRATED FLOW MAY OCCUR. AS DESIGNATED
WETLAND AREAS ARE PREVALENT, WATTLE BREAKS ARE PREFERRED.
KEYNOTES:
AT INDICATED SOIL TYPE REGION, ENHANCED RUNOFF, ESC REDUCTION AND
1O SURFACE DRAINAGE ARE NEEDED. IN THESE AREAS, DOUBLE SILT FENCE, SILT
FENCE BREAKS AT MIN. 200' INTERVALS, AND SEDIMENT PITS SHALL BE
INSTALLED.
WITHIN WETLAND BOUNDARIES, TIMBER MATTING TO BE USED TO ALLOW
OCONSTRUCTION VEHICLE ACCESS. TRENCH PLUGS WILL BE DEPLOYED TO
2 PREVENT FLOW OF WATER OUT OF THE WETLAND AREA. DIVERSION BERMS
(SOIL/STRAW BALES/COMPOST SOCK, ETC.) WILL BE PLACED ON BOTH SIDES OF
THE EXCAVATED TRENCH WITH THE LIMITS OF DISTURBANCE. SEE DETAIL 1 ON
SHEET G-005 FOR DIAGRAM.
1A•�'••'0 I PROPRIETARY & CONFIDENTIAL ALL RIGHTS RESERVED * DO NOT SCALE THIS DRAWING * USE DIMENSIONS ONLY REF. DWG(S)
�•••.pil, 00, 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 DISCLOSURE ALL PREVIOUS PAPER COPIES OF THIS DRAWING MUST BE DESTROYED IN ACCORDANCE WITH RECORDS & INFO. MANAGEMENT (RIM) POLICY 1001
:?:•'FES S/p'••
NO.I DATE
0
�.ela 0000
•...0000• \t'
4666100
PROFESSIONAL EN&ARCH STAMP
REVISION(S) DESCRIPTION
BY I CHK I APPDI DESCRIPTION
APPROVALS
AREA CODE
DATE
INITIALS
N/A
REGIONAL
ENGINEER
ACCOUNT NUMBER
PROJECT NUMBER
2451417
DATE
INITIALS
N/A
MGR TECH
REC & STD
DRAWING BY
BPP
STATION IDI
DATE
XX/XX/20XX
INITIALS
XXX
PRINCIPAL
ENGINEER
CHECKER INITIALS
CM
r6111Piedmont
Natural Gas
COPYRIGHT 2015 PIEDMONT NATURAL GAS CORP.
CORP. OFFICE 4720 PIEDMONT ROW DRIVE
CHARLOTTE, NC 28210
LINE 439 PROJECT
ESC NOI SHEET
WI NTERVI LLE, NORTH CAROLINA
SHEET(S) 24 OF 26 1 DWG SCALE
DWG DATE 3/22/2019 1 SUPERSEDED
DRAWING NUMBER
PNG BC -C-019
DISCIPLINE / RESOURCE CENTER / LINE NUMBER
1" = 100'
REVISI
A

LEGEND
SILT FENCE
TEMPORARY
EASEMENT
ADDITIONAL
EASEMENT
EASEMENT
WETLAND
MINOR CONTOUR LINE
MAJOR CONTOUR LINE
i 42
SOIL DELINEATION
RIPARIAN BUFFER
ZONE 1 / ZONE 2
PROPERTY LINE
0 100 200
MGZZZJMMMMMEEO
SCALE IN FEET
NOTES:
1. DUE TO LIMITED VARIATION IN TOPOGRAPHIC DATA, UPSLOPE AND DOWNSLOPE
SIDES OF THE PROJECT AREA COULD NOT BE VERIFIED AT THIS RESOLUTION.
CONTRACTOR IS RESPONSIBLE FOR DETERMINING THE DOWNSLOPE / DOWNSTREAM
SIDE OF THE PROJECT IN SITU AND INSTALLING PRESCRIBED SILT FENCE, CHECK
DAMS, ETC. IN THE CORRECT LOCATION. PLACING SILT FENCE / CHECK DAMS IN
BOTH UPSLOPE / UPSTREAM AND DOWNSLOPE / DOWNSTREAM LOCATIONS AS
DRAWN IS NOT NECESSARY.
2. DITCHES APPEARING IN THE SATELLITE IMAGE AND / OR EXISTING IN THE FIELD
THAT HAVE NOT BEEN IDENTIFIED IN THE DESIGN PLANS AS PRESENTED, STILL
REMAIN THE RESPONSIBILITY OF THE CONTRACTOR TO IDENTIFY AND APPLY THE
APPROPRIATE CHECK DAM IN THE DOWNSTREAM LOCATION.
3. UNLESS OTHERWISE INDICATED, CONTRACTOR IS RESPONSIBLE FOR THE
INSTALLATION OF SILT FENCE BREAKS A MINIMUM OF EVERY 200 LF ALONG SILT
FENCE IN AREAS WHERE CONCENTRATED FLOW MAY OCCUR. AS DESIGNATED
WETLAND AREAS ARE PREVALENT, WATTLE BREAKS ARE PREFERRED.
KEYNOTES:
AT INDICATED SOIL TYPE REGION, ENHANCED RUNOFF, ESC REDUCTION AND
OSURFACE DRAINAGE ARE NEEDED. IN THESE AREAS, DOUBLE SILT FENCE, SILT
FENCE BREAKS AT MIN. 200' INTERVALS, AND SEDIMENT PITS SHALL BE
INSTALLED.
WITHIN WETLAND BOUNDARIES, TIMBER MATTING TO BE USED TO ALLOW
OCONSTRUCTION VEHICLE ACCESS. TRENCH PLUGS WILL BE DEPLOYED TO
2 PREVENT FLOW OF WATER OUT OF THE WETLAND AREA. DIVERSION BERMS
(SOIL/STRAW BALES/COMPOST SOCK, ETC.) WILL BE PLACED ON BOTH SIDES OF
THE EXCAVATED TRENCH WITH THE LIMITS OF DISTURBANCE. SEE DETAIL 1 ON
SHEET G-005 FOR DIAGRAM.
lA•�'••'f I PROPRIETARY & CONFIDENTIAL ALL RIGHTS RESERVED * DO NOT SCALE THIS DRAWING * USE DIMENSIONS ONLY REF. DWG(S)
�•••.pi", 00, 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 DISCLOSURE ALL PREVIOUS PAPER COPIES OF THIS DRAWING MUST BE DESTROYED IN ACCORDANCE WITH RECORDS & INFO. MANAGEMENT (RIM) POLICY 1001
:?:•'4ES S/®'••
NO.I DATE
0 040
466600
PROFESSIONAL ENG/ARCH STAMP
REVISION(S) DESCRIPTION
BY I CHK I APPDI DESCRIPTION
APPROVALS
AREA CODE
DATE
IN/AS
REGIONAL
ENGINEER
ACCOUNT NUMBER
PROJECT NUMBER
2451417
DATE
INITIALS
A
MGR TECH
REC & STD
DRAWING BY
BPP
STATION IDI
DATE
XX/XX/20XX
INITIALS
XXX
PRINCIPAL
ENGINEER
CHECKER INITIALS
CM
r6111Piedmont
Natural Gas
COPYRIGHT 2015 PIEDMONT NATURAL GAS CORP.
CORP. OFFICE 4720 PIEDMONT ROW DRIVE
CHARLOTTE, NC 28210
LINE 439 PROJECT
ESC NOI SHEET
WI NTERVI LLE, NORTH CAROLINA
SHEET(S) 25 OF 26 1 DWG SCALE
DWG DATE 3/22/2019 1 SUPERSEDED
DRAWING NUMBER
P N G BC -C-020
DISCIPLINE / RESOURCE CENTER / LINE NUMBER
1" = 100'
REVISI
A

LEGEND
SILT FENCE
TEMPORARY
EASEMENT
ADDITIONAL
EASEMENT
�.���•.--ESS/
' L
•cz)
'.5 n%0 •:;NGI NEEQ:•'��
PROFESSIONAL ENGIARCH STAMP
EASEMENT
WETLAND
MINOR CONTOUR LINE
MAJOR CONTOUR LINE
SOIL DELINEATION
RIPARIAN BUFFER
ZONE 1 / ZONE 2
PROPERTY LINE
0 100 200
SCALE IN FEET
NOTES:
1. DUE TO LIMITED VARIATION IN TOPOGRAPHIC DATA, UPSLOPE AND DOWNSLOPE
SIDES OF THE PROJECT AREA COULD NOT BE VERIFIED AT THIS RESOLUTION.
CONTRACTOR IS RESPONSIBLE FOR DETERMINING THE DOWNSLOPE / DOWNSTREAM
SIDE OF THE PROJECT IN SITU AND INSTALLING PRESCRIBED SILT FENCE, CHECK
DAMS, ETC. IN THE CORRECT LOCATION. PLACING SILT FENCE / CHECK DAMS IN
BOTH UPSLOPE / UPSTREAM AND DOWNSLOPE / DOWNSTREAM LOCATIONS AS
DRAWN IS NOT NECESSARY.
2. DITCHES APPEARING IN THE SATELLITE IMAGE AND / OR EXISTING IN THE FIELD
THAT HAVE NOT BEEN IDENTIFIED IN THE DESIGN PLANS AS PRESENTED, STILL
REMAIN THE RESPONSIBILITY OF THE CONTRACTOR TO IDENTIFY AND APPLY THE
APPROPRIATE CHECK DAM IN THE DOWNSTREAM LOCATION.
3. UNLESS OTHERWISE INDICATED, CONTRACTOR IS RESPONSIBLE FOR THE
INSTALLATION OF SILT FENCE BREAKS A MINIMUM OF EVERY 200 LF ALONG SILT
FENCE IN AREAS WHERE CONCENTRATED FLOW MAY OCCUR. AS DESIGNATED
WETLAND AREAS ARE PREVALENT, WATTLE BREAKS ARE PREFERRED.
KEYNOTES:
AT INDICATED SOIL TYPE REGION, ENHANCED RUNOFF, ESC REDUCTION AND
1O SURFACE DRAINAGE ARE NEEDED. IN THESE AREAS, DOUBLE SILT FENCE, SILT
FENCE BREAKS AT MIN. 200' INTERVALS, AND SEDIMENT PITS SHALL BE
INSTALLED.
WITHIN WETLAND BOUNDARIES, TIMBER MATTING TO BE USED TO ALLOW
OCONSTRUCTION VEHICLE ACCESS. TRENCH PLUGS WILL BE DEPLOYED TO
2 PREVENT FLOW OF WATER OUT OF THE WETLAND AREA. DIVERSION BERMS
(SOIL/STRAW BALES/COMPOST SOCK, ETC.) WILL BE PLACED ON BOTH SIDES OF
THE EXCAVATED TRENCH WITH THE LIMITS OF DISTURBANCE. SEE DETAIL 1 ON
SHEET G-005 FOR DIAGRAM.
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 DISCLOSURE ALL PREVIOUS PAPER COPIES OF THIS DRAWING MUST BE DESTROYED IN ACCORDANCE WITH RECORDS & INFO. MANAGEMENT (RIM) POLICY 1001
NO.II DATE
REVISION(S) DESCRIPTION
BY II CHK II APPDII DESCRIPTION
AREA CODE
ACCOUNT NUMBER
PROJECT NUMBER 2451417
DRAWING BY BPP
STATION ID11
CHECKER INITIALS SCM
APPROVALS
N/A REGIONAL
11 ENGINEER
VITIALS MGR TECH
N/A REC & STD
XX/XX/20XX 11 XXX PRINCIPAL
ENGINEER
r6111Piedmont
Natural Gas
COPYRIGHT 2015 PIEDMONT NATURAL GAS CORP.
CORP. OFFICE 4720 PIEDMONT ROW DRIVE
CHARLOTTE, NC 28210
LINE 439 PROJECT
ESC NOI SHEET
WI NTERVI LLE, NORTH CAROLINA
REF. DWG(S)
SHEET(S) 26 OF 26 II DWG SCALE 1" = 100'
DWG DATE 3/22/2019 IISUPERSEDED
DRAWING NUMBER II REVISIO
PNG BGC -021 II A
DISCIPLINE / RESOURCE CENTER / LINE NUMBER