20150100 Ver 1_Construction Plans_20150427

Strickland, Bev
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CONSTRUCTION PLANS
FOR
PNG 2014 CLASS LOCATION REPLACEMENT
VARIOUS COUNTIES, NORTH CAROLINA
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SITE 7
CUMBERLAND
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COLUMBUS
LOCATION MAP
NOT TO SCALE
ISSUE FOR CONSTRUCTION
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r Piedmont Natural Gas
OWNER: PIEDMONT NATURAL GAS
4720 PIEDMONT ROW DRIVE
CHARLOTTE, NC 28210
PH:(704)731 -4375 or (615)872 -2350
ISSUE DATE: 4/13/2015
SHEET INDEX
SHEET NO.
SHEET TITLE
GENERAL
3007 -00 -000
COVER SHEET
3007 -00 -001
NOTES & LEGEND
3007 -00 -002
DETAILS
3007 -00 -003
EROSION CONTROL DETAILS
SITE 1 - RED HILLS ROAD
3007 -01 -004
OVERALL SITE LAYOUT
3007 -01 -005
STA. 5595 +57 TO STA. 5609 +89
3007 -01 -006
EROSION CONTROL PLAN
SITE 2 - LUMBER
RIVER
3007 -02 -007
OVERALL SITE LAYOUT
3007 -02 -008
HDD BORE PLAN & PROFILE
3007 -02 -009
EROSION CONTROL PLAN
SITE 3 - SKYWAY
CHURCH ROAD
3007 -03 -010
OVERALL SITE LAYOUT
3007 -03 -011
STA. 5409 +90 TO STA. 5423 +70
3007 -03 -012
STA. 5423 +70 TO STA. 5431+23
3007 -03 -013
EROSION CONTROL PLAN
SITE 4 - McGIRTS BRIDGE ROAD
3007 -04 -014
OVERALL SITE LAYOUT
3007 -04 -015
STA. 5225 +35 TO STA. 5238 +86
3007 -04 -016
STA. 5238 +86 TO STA. 5247 +17
3007 -04 -017
EROSION CONTROL PLAN
SITE 5 - WAGRAM ROAD
3007 -05 -018
OVERALL SITE LAYOUT
3007 -05 -019
STA. 5153 +15 TO STA. 5166 +04
3007 -05 -020
EROSION CONTROL PLAN
SITE 6 - STATE ROAD
1744
3007 -06 -021
OVERALL SITE LAYOUT
3007 -06 -022
STA. 3514 +96 TO STA. 3552 +24
3007 -06 -023
EROSION CONTROL PLAN
SITE 7 - CEDAR GROVE ROAD
3007 -07 -024
OVERALL SITE LAYOUT
3007 -07 -025
PLAN & PROFILE
3007 -07 -026
GRADING PLAN
3007 -07 -027
EROSION CONTROL PLAN
DESIGN CONSULTANTS:
CIVIL ENGINEER: THOMAS L. SAUNDERS, P.E.
ENERGY LAND & INFRASTRUCTURE, LLC
1420 DONELSON PIKE, SUITE Al2
NASHVILLE, TN 37217
PHONE: [phone]
FAX: [phone]
SURVEYOR: MICHAEL J. MOORE, R.L.S.
ENERGY LAND & INFRASTRUCTURE, LLC
1420 DONELSON PIKE, SUITE Al2
NASHVILLE, TN 37217
PHONE: [phone]
FAX: [phone]
ELI PROJECT #: 14 -21 -3007
PNG IR #: 2239872 (SITES 1 - 5)
2239873 (SITES 6 & 7)
cENERGY LAND & INFRASTRUCTURE, PL L C
1420 DONELSON PIKE, SUITE Al2 • NASHVILLE, TN 37217
OFFICE 615- 383 -6300 • WWW.ELI- LLC.COM
ENGINEERS • SURVEYORS • INFRASTRUCTURE • ENVIRONMENTAL
91 2014 ENERGY LAND G INFRASTRUCTURE. LLC_ ALL RIGHTS RESERVED

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GENERAL NOTES
1. ALL CONSTRUCTION METHODS AND MATERIALS SHALL CONFORM TO THE CURRENT SPECIFICATIONS AND STANDARDS OF PIEDMONT
NATURAL GAS.
2. ALL WORK SHALL BE IN COMPLIANCE WITH OSHA TITLE 29 OF THE CODE OF FEDERAL REGULATIONS AND ALL OTHER FEDERAL, STATE AND
LOCAL LAWS AND REGULATIONS.
3. THE LOCATION AND /OR ELEVATION OF THE EXISTING UTILITIES SHOWN ON ALL PLANS ARE BASED ON UTILITY COMPANY RECORDS, AND
WHERE POSSIBLE, FIELD MEASUREMENTS. THE CONTRACTOR SHALL NOT RELY UPON THIS INFORMATION AS BEING EXACT OR COMPLETE.
DETAILED VERIFICATION OF EXISTENCE, SIZE, LOCATION AND DEPTH SHOULD BE MADE BY THE CONTRACTOR PRIOR TO ANY DECISION
RELATIVE THERETO IS MADE. DIAL 811 FOR ONE CALL.
4. PRIOR TO CONSTRUCTION OR EXCAVATION, THE CONTRACTOR SHALL ASSUME THE RESPONSIBILITY OF LOCATING ANY UNDERGROUND
UTILITIES (PUBLIC AND /OR PRIVATE) THAT MAY EXIST IN THE AREA OR CONSTRUCTION. UTILITY OWNERS SHALL BE NOTIFIED IN
ACCORDANCE WITH ONE CALL TIME REQUIREMENTS IN ADVANCE OF ANY EXCAVATION IN THE PROXIMITY OF UTILITIES THE CONTRACTOR,
AT HIS OWN EXPENSE, SHALL BE RESPONSIBLE FOR THE REPAIR OF EXISTING UTILITIES DAMAGED DURING CONSTRUCTION. THE
CONTRACTOR SHALL CONTACT THE ONE CALL CENTER BY CALLING 811 IN ADVANCE OF ANY CONSTRUCTION.
5. CONTRACTOR SHALL CLEARLY LOCATE ALL EXISTING UTILITY SERVICE CONNECTIONS AND AVOID DAMAGING THESE DURING
CONSTRUCTION.
6. CONTRACTOR SHALL BE RESPONSIBLE FOR ALL DAMAGES AND /OR PENALTIES RESULTING FROM ALL NON - COMPLIANCE WITH FEDERAL,
STATE, AND LOCAL PERMITS AND ENCROACHMENT AGREEMENTS.
7. ALL PAVEMENT DAMAGED DURING CONSTRUCTION SHALL BE RESTORED TO PRE - CONSTRUCTION CONDITIONS BY THE CONTRACTOR
ACCORDING TO THE REQUIREMENTS OF THE REGIONAL OFFICE OF THE DEPARTMENT OF TRANSPORTATION HAVING JURISDICTION.
8. THE GAS MAIN SHALL BE INSTALLED SO AS TO PROVIDE A MINIMUM OF TWENTY FOUR (24) INCHES OF CLEARANCE TO ALL OTHER
UNDERGROUND UTILITIES AND STRUCTURES. WHERE THIS IS NOT POSSIBLE, APPROPRIATE PROTECTION SHALL BE INSTALLED.
9. ALL DRAINAGE PIPES AND STRUCTURES SHALL BE CLEANED OF DEBRIS AND ERODED MATERIALS RESULTING FROM CONSTRUCTION.
THESE PIPES AND STRUCTURES SHALL BE MAINTAINED CLEAN DURING THE PERIOD OF CONSTRUCTION.
10. ALL DISTURBED SLOPES SHALL BE RESTORED TO EXISTING GRADES AND STABILIZED WITH SEED AND STRAW AND /OR TACK IF
APPROPRIATE.
11. CONTRACTOR SHALL INSTALL AND MAINTAIN EROSION CONTROL MEASURES AS DESCRIBED ON THE PROJECT PLANS AND DETAILS DURING
CONSTRUCTION AND SURFACE RESTORATION UNTIL SUCH MEASURES ARE NOT NECESSARY. WHERE ADDITIONAL MEASURES ARE
NECESSARY, THE CONTRACTOR SHALL INSTALL AND MAINTAIN THE APPROPRIATE MEASURES ACCORDING TO THE REGIONAL OFFICE OF
THE DIVISION OF WATER QUALITY HAVING JURISDICTION.
12. SEED ALL DISTURBED AREAS AND MULCH AS REQUIRED.
13. NOTHING IN THE GENERAL NOTES OR SPECIAL PROVISIONS SHALL RELIEVE THE CONTRACTOR FROM HIS RESPONSIBILITIES TOWARD THE
SAFETY AND CONVENIENCE OF THE GENERAL PUBLIC AND THE RESIDENTS ALONG THE PROPOSED CONSTRUCTION AREA.
14. THE CONTRACTOR SHALL CHECK ALL EXISTING CONDITIONS, (IE. INVERTS, UTILITY ROUTINGS, UTILITY CROSSINGS, AND DIMENSIONS) IN
THE FIELD PRIOR TO COMMENCEMENT OF UTILITY WORK. REPORT ANY DISCREPANCIES TO THE OWNER'S REPRESENTATIVE.
15. THE CONTRACTOR SHALL VERIFY THE EXACT LOCATION AND EXISTENCE OF ALL EXISTING UTILITIES. TAKE CARE TO PROTECT UTILITIES
THAT ARE TO REMAIN. REPAIR ANY DAMAGE ACCORDING TO LOCAL STANDARDS AND AT THE CONTRACTORS EXPENSE. COORDINATE ALL
CONSTRUCTION WITH THE APPROPRIATE UTILITY COMPANY.
16. CONTRACTOR SHALL CONFORM TO ALL APPLICABLE CODES AND OBTAIN APPROVAL AS NECESSARY BEFORE BEGINNING CONSTRUCTION.
17. THE CONTRACTOR SHALL PROVIDE A SMOOTH TRANSITION BETWEEN EXISTING PAVEMENT AND NEW PAVEMENT. SLIGHT FIELD
ADJUSTMENT OF FINAL GRADES MAY BE NECESSARY.
18. ALL DEBRIS FROM CHIPPING MACHINES DURING CLEARING OPERATIONS SHALL BE REMOVED FROM THE PROJECT SITE AND DISPOSED OF
BY CONTRACTOR.
19. ALL UTILITIES AFFECTED BY CONSTRUCTION ACTIVITIES SHALL BE LOCATED HORIZONTALLY AND VERTICALLY BY THE CONTRACTOR PRIOR
TO CONSTRUCTION ACTIVITIES COMMENCING AND ANY POTENTIAL CONFLICTS WITH THE CONSTRUCTION OF THE PROPOSED GAS LINE,
BORES, OR OTHER CONSTRUCTION SHALL BE REPORTED TO THE ENGINEER FOR ANY REDESIGN REQUIRED.
20. LAND FARMING OF DRILLING MUD ON THE PIPELINE EASEMENTS WILL BE THE CONTRACTOR'S RESPONSIBILITY TO NEGOTIATE WITH THE
INDIVIDUAL PROPERTY OWNERS IN ADVANCE OF SUCH ACTIVITY.
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1. CONTRACTOR SHALL REPAIR ALL DAMAGE TO EXISTING FEATURES (PAVEMENT, CURBS, WALKS, DRIVEWAYS, YARDS, LANDSCAPING, ETC.)
TO A LIKE NEW CONDITION AT NO ADDITIONAL COST TO THE OWNER.
2. ALL TRENCHES CUT IN EXISTING ROADS OR DRIVES SHALL UTILIZE A CLEAN SAW CUT AND SHALL BE BACKFILLED (100 %) TO FINAL
SUBGRADE ACCORDING TO THE REGIONAL OFFICE OF THE DEPARTMENT OF TRANSPORTATION, HAVING JURISDICTION, REQUIREMENTS.
3. CONCRETE FOR CURBS AND SIDEWALKS SHALL BE 3500 PSI CONCRETE.
4. ANY WORK UNACCEPTABLE TO THE OWNER'S REPRESENTATIVE, TO LOCAL REPRESENTATIVE, OR TO UTILITY REPRESENTATIVE SHALL BE
REPAIRED OR REPLACED BY THE CONTRACTOR AT NO ADDITIONAL EXPENSE TO THE OWNER.
5. ALL PAVEMENT MATERIALS AND CONSTRUCTION SHALL CONFORM TO THE REGIONAL OFFICE OF THE DEPARTMENT OF TRANSPORTATION
STANDARD DRAWINGS AND SPECIFICATIONS.
6. ALL PAVEMENT STRIPING SHALL BE THERMOPLASTIC OR APPROVED ALTERNATIVE.
GRADING NOTES
1. PROPER TEMPORARY AND PERMANENT MEASURES SHALL BE USED TO CONTROL EROSION AND SEDIMENTATION IN ACCORDANCE WITH
ALL LOCAL, STATE AND FEDERAL REGULATIONS. ALL EROSION AND POLLUTION CONTROL DEVICES AND MEASURES SHALL BE
CONSTRUCTED, INSTALLED, MAINTAINED, AND REMOVED BY THE CONTRACTOR IN ACCORDANCE WITH ALL APPLICABLE FEDERAL, STATE,
AND LOCAL LAWS, REGULATIONS, ORDINANCES, AND POLICIES.
2. MULCH AND SEED ALL DISTURBED AREAS WITHIN THE TIMEFRAME DESIGNATED ON THE GROUND STABILIZATION CHART AFTER FINAL
GRADING IS COMPLETED, UNLESS OTHERWISE INDICATED. CONTRACTOR SHALL TAKE WHATEVER MEANS NECESSARY TO ESTABLISH
PERMANENT SOIL STABILIZATION.
3. PROVIDE TEMPORARY CONSTRUCTION ACCESS(ES) AT THE POINT(S) WHERE CONSTRUCTION VEHICLES EXIT THE CONSTRUCTION AREA.
MAINTAIN PUBLIC ROADWAYS FREE OF TRACKED MUD AND DIRT.
4. THE CONTRACTOR SHALL CHECK ALL EXISTING GRADES AND DIMENSIONS IN THE FIELD PRIOR TO BEGINNING WORK AND REPORT ANY
DISCREPANCIES TO THE ENGINEER.
5. THE CONTRACTOR SHALL COMPLY WITH ALL PERTINENT PROVISIONS OF THE MANUAL OF ACCIDENT PREVENTION AND CONSTRUCTION
ISSUED BY AGC OF AMERICA, INC. AND THE SAFETY AND HEALTH REGULATIONS OF CONSTRUCTION ISSUED BY THE U.S. DEPARTMENT OF
LABOR.
6. NO VEGETATION OR TREES OUTSIDE OF THE PERMANENT EASEMENT AND TEMPORARY WORKSPACES SHALL BE DISTURBED OR REMOVED.
7. STRIP TOPSOIL FROM ALL CUT AND FILL AREAS AND STOCKPILE UPON COMPLETION OF GENERAL GRADING DISTRIBUTE TOP SOIL OVER
ALL DISTURBED AREAS, TO A MINIMUM DEPTH OF 6 ", CONTRACTOR SHALL SUPPLY ADDITIONAL TOP SOIL IF INSUFFICIENT QUANTITIES
EXIST ON SITE.
8. POSITIVE DRAINAGE SHALL BE ESTABLISHED AS THE FIRST ORDER OF WORK AND SHALL BE MAINTAINED AT ALL TIMES DURING AND AFTER
CONSTRUCTION. SOIL SOFTENED BY PERCHED WATER IN FOUNDATION AND PAVEMENT AREAS MUST BE UNDERCUT AND REPLACED WITH
SUITABLE FILL MATERIALS APPROVED BY A GEOTECHNICAL ENGINEER. GROUNDWATER INFILTRATION INTO EXCAVATIONS SHOULD BE
EXPECTED, AND THE WATER SHALL BE REMOVED USING GRAVITY DRAINAGE OR PUMPING.
9. THE LOCATION OF ALL DIVERSION SWALES AND DITCHES SHALL BE FIELD ADJUSTED TO AVOID TREES AS MUCH AS POSSIBLE. THE
CONTRACTOR SHALL WALK THE ALIGNMENT OF THESE SWALES AND DITCHES IN THE FIELD TO VERIFY AVOIDANCE OF TREES.
10. STOCKPILED TOPSOIL OR FILL MATERIAL IS TO BE CONTAINED SO SEDIMENT RUN -OFF WILL NOT CONTAMINATE SURROUNDING AREAS OR
ENTER NEARBY STREAMS.
11. ANY SITE USED FOR DISPOSAL AND /OR STOCKPILE OF ANY MATERIAL SHALL BE PROPERLY PERMITTED FOR SUCH ACTIVITY. IT IS THE
RESPONSIBILITY OF THE CONTRACTOR TO SEE THAT ALL REQUIRED PERMITS ARE SECURED FOR EACH PROPERTY UTILIZED. A COPY OF
THE APPROVED PERMIT MUST BE PROVIDED TO THE INSPECTOR PRIOR TO COMMENCEMENT OF WORK ON ANY PROPERTY. FAILURE TO DO
SO MAY RESULT IN THE CONTRACTOR REMOVING ANY ILLEGALLY PLACED MATERIAL AT HIS OWN EXPENSE.
12. AFTER STRIPPING TOPSOIL AT STATION SITES, PROOF ROLL EXPOSED SUBGRADE WITH A LOADED TRUCK TO IDENTIFY UNSTABLE SOILS.
STABILIZE UNSTABLE AREAS BY UNDERCUTTING AND REPLACING UNSTABLE MATERIALS WITH COMPACTED SELECT MATERIAL.
13. ALL FILL SHALL BE FREE OF ALL ORGANIC MATTER, TRASH AND OTHER DELETERIOUS MATERIALS, CONTAINING NO ROCK FRAGMENTS
GREATER THAN 6 INCHES IN ANY ONE DIRECTION.
14. STRUCTURAL SOIL FILL SHALL HAVE A STANDARD PROCTOR MAXIMUM DRY DENSITY OF 90 POUNDS PER CUBIC FOOT (PCF) OR GREATER
AND A PLASTICITY INDEX (PI) OF 30 PERCENT OR LESS. ALL MATERIAL BEING USED AS SOIL FILL SHOULD BE TESTED AND APPROVED BY
THE GEOTECHNICAL ENGINEER BEFORE BEING PLACED.
15. PLACE AND COMPACT FILL IN ACCORDANCE WITH SPECIFICATIONS.
16. PROPOSED CONTOURS AND SPOT ELEVATIONS SHOWN ARE FINISH GRADE. PROPER ADJUSTMENT SHOULD BE MADE BY CONTRACTOR
FOR SUBGRADE.
17. EXISTING ELEVATIONS, CONTOURS, AND BENCHMARKS SHOWN ON PLANS ARE BASED ON NAD88.
18. SHAPE ALL DITCHES ACCORDING TO TYPICAL SECTION OR SPECIAL DITCH DETAIL.
19. ONLY MATERIAL MEETING CONTRACTOR'S GEOTECHNICAL ENGINEER'S REQUIREMENTS FOR EMBANKMENT MAY BE USED.
20. ALL EXCAVATION IS UNCLASSIFIED WITHOUT REGARD TO MATERIALS ENCOUNTERED. CONTRACTOR SHALL VISIT SITE AND DRAW HIS OWN
CONCLUSIONS TO CONDITIONS ENCOUNTERED. LINE AND GRADES SHOWN SHALL BE ACHIEVED WITHOUT ADDITIONAL COMPENSATION.
21. ASPHALT PAVEMENT, MINERAL AGGREGATE BASE AND CONCRETE MATERIALS AND CONSTRUCTION SHALL MEET REQUIREMENTS OF THE
REGIONAL OFFICE OF THE DEPARTMENT OF TRANSPORTATION STANDARD SPECIFICATIONS.
22. PROPOSED CONTOURS SHOWN AT 2 FOOT INTERVAL.
23. ANY AREA THAT IS DISTURBED OUTSIDE LIMITS OF CONSTRUCTION DURING THE LIFE OF THIS PROJECT SHALL BE REPAIRED BY
CONTRACTOR AT HIS EXPENSE.
24. THE CONTRACTOR SHALL NOT DISPOSE OF ANY MATERIAL EITHER ON OR OFF PROJECT SITE IN A REGULATORY FLOOD WAY AS DEFINED
BY THE FEDERAL EMERGENCY MANAGEMENT AGENCY WITHOUT APPROVAL BY SAME. ALL MATERIAL SHALL BE DISPOSED OF IN UPLAND
(NON - WETLAND) AREAS AND ABOVE ORDINARY HIGH WATER OF ANY ADJACENT WATERCOURSE. THIS DOES NOT ELIMINATE THE NEED TO
OBTAIN ANY OTHER LICENSES OR PERMITS THAT MAY BE REQUIRED BY ANY OTHER FEDERAL, STATE OR LOCAL AGENCY FOR THE
CONSTRUCTION OF THIS PROJECT.
VARIATIONS IN PLAN OR PROFILE
1. THE CONTRACTOR SHALL MAINTAIN THE HORIZONTAL ALIGNMENT (PLAN VIEW) AS INDICATED ON THE PROJECT PLANS WITH A ±2 FOOT
VARIANCE.
2. CONTROL POINT ELEVATIONS SHOWN INDICATE THE MINIMUM COVER AND SHALL NOT BE REDUCED. THE CONTRACTOR MAY DRILL
DEEPER WITH THE APPROVAL OF THE ENGINEER.
3. THE CONTRACTOR MAY REQUEST CHANGES TO THE PROPOSED VERTICAL AND HORIZONTAL ALIGNMENT OF THE INSTALLATION AND THE
LOCATION OF THE ENTRY AND EXIT POINTS FOR HDD BORES. PROPOSED CHANGES SHALL BE SUBMITTED TO THE OWNER AND RECEIVE
APPROVAL OF THE OWNER PRIOR TO STARTING THE EFFECTED ACTIVITY.
BORE PILOT HOLE REQUIREMENTS
1. THE CONTRACTOR SHALL AT ALL TIMES PROVIDE AND MAINTAIN INSTRUMENTATION WHICH WILL ACCURATELY LOCATE THE PILOT HOLE,
MEASURE DRILL STRING AXIAL AND TORSION LOADS, AND MEASURE DRILLING FLUID DISCHARGE RATE AND PRESSURE.
2. THE OWNER WILL HAVE ACCESS TO THESE INSTRUMENTS AND THEIR READINGS AT ALL TIMES.
3. THE CONTRACTOR, WHEN REQUESTED BY THE OWNER, WILL PROVIDE INSPECTION HOLES AT NO ADDITIONAL COST TO VISUALLY VERIFY
THE LOCATION AND CONDITION OF THE DRILLED PIPELINE.
4. THE CONTRACTOR SHALL PLOT THE ACTUAL HORIZONTAL AND VERTICAL ALIGNMENT OF THE PILOT HOLES AT INTERVALS NOT EXCEEDING
20 FEET, AND CORRESPONDING WITH THE PROJECT STATIONING AND DATUM.
5. THE CONTRACTOR SHALL MAINTAIN AND UPDATE AN "AS- BUILT" PLAN AND PROFILE AS THE PILOT BORE IS ADVANCED.
6. THE CONTRACTOR SHALL GRANT THE OWNER ACCESS TO ALL DATA READOUT PERTAINING TO THE POSITION AND INCLINATION OF THE
BORE HEAD. WHEN REQUESTED, THE CONTRACTOR SHALL PROVIDE EXPLANATIONS OF HIS POSITION MONITORING AND STEERING
EQUIPMENT.
7. THE ACTUAL PILOT HOLE EXIT POINT SHALL BE LOCATED WITHIN TWO (2) FEET LATERALLY OF THE EXIT POINT SHOWN ON THE DRAWINGS.
LONGITUDINALLY, THE ACTUAL EXIT POINT SHALL BE NO MORE THAN FIVE (5) FEET SHORT OR FIVE (5) FEET PAST THE EXIT POINT SHOWN
ON THE DRAWINGS.
8. THE PILOT HOLE SHALL BE DRILLED ALONG THE PATH SHOWN ON THE PLAN AND PROFILE DRAWING MAINTAINING THE SPECIFIED
TOLERANCES.
9. THE OWNER SHALL APPROVE THE ALIGNMENT OF PILOT BORE BEFORE THE REAMING PHASE OR PIPE PULLING MAY COMMENCE.
10. IF THE PILOT BORE FAILS TO CONFORM TO THE ABOVE TOLERANCES, OWNER MAY, AT HIS OPTION REQUIRE A NEW PILOT BORE TO BE
MADE.
11. IN ALL CASES, RIGHT OF WAY RESTRICTIONS SHALL TAKE PRECEDENCE OVER THE LISTED TOLERANCES.
12. NO PILOT HOLE WILL BE ACCEPTED IF IT WILL RESULT IN ANY OF THE PIPELINE BEING INSTALLED IN VIOLATION OF RIGHT OF WAY
RESTRICTIONS.
13. CONCERN FOR ADJACENT UTILITIES AND /OR STRUCTURES SHALL TAKE PRECEDENCE OVER THE LISTED TOLERANCES. LISTING OF
TOLERANCES DOES NOT RELIEVE CONTRACTOR FROM RESPONSIBILITY FOR SAFE OPERATION OR DAMAGE TO ADJACENT UTILITIES AND
STRUCTURES.
14. ALL BEND RADII SHALL BE EQUAL TO OR GREATER THAN THOSE LISTED IN THE PROJECT PLANS.
BORE INSTALLATION
1. ALL HDD DRILLS TO BE INSTALLED BY THE WIRE LINE PROCESS
2. THE CONTRACTOR, SUBJECT TO THE REQUIREMENTS OF THESE PLANS, WILL DETERMINE THE EXACT METHOD AND TECHNIQUES FOR
COMPLETING THE HDD CROSSINGS. EXCAVATED MUD PITS CONSTRUCTED IN THE ENTRY AND EXIT AREAS WILL BE LIMITED TO THE PIPE
BORE HOLE AREA ONLY.
3. AFTER COMPLETION OF THE DIRECTIONAL DRILLING WORK, THE ENTRY AND EXIT PIT LOCATIONS SHALL BE RESTORED TO THEIR ORIGINAL
CONDITIONS.
4. THE GEOTECHNICAL REPORT IS AVAILABLE FOR THE CONTRACTOR'S USE. THE BORING LOGS SHOWN ON THE PLANS ARE FOR THE
CONTRACTOR'S CONVENIENCE AND ARE A REPRODUCTION FROM THE GEOTECHNICAL REPORT. THIS SUBSURFACE INFORMATION IS
PRESENTED IN GOOD FAITH AND IS NOT INTENDED AS A SUBSTITUTE FOR PERSONAL INVESTIGATION, INDEPENDENT INTERPRETATIONS
OR JUDGEMENT OF THE CONTRACTOR.
BORE PRE - REAMING REQUIREMENTS
1. AFTER THE PILOT HOLE IS ACCEPTED, THE CONTRACTOR SHALL PERFORM A REAMING AND PRODUCT PIPE PULL.
2. THE MAXIMUM PRE - REAMING SHALL DETERMINED BY COMPANY SPECIFICATIONS AND CONSTRUCTION SUPERVISOR'S APPROVAL UNLESS
APPROVED BY THE ENGINEER.
3. BUOYANCY MODIFICATIONS SHALL BE USED AT THE DISCRETION OF THE CONTRACTOR. ANY BUOYANCY MODIFICATION PROCEDURE
PROPOSED FOR USE SHALL BE SUBMITTED TO THE OWNER FOR APPROVAL. THE CONTRACTOR IS RESPONSIBLE FOR ANY DAMAGE TO THE
PULL SECTION RESULTING FROM BUOYANCY MODIFICATIONS.
9. DRILLING FLUID RETURNS AT LOCATIONS OTHER THAN THE ENTRY AND EXIT PITS SHALL BE MINIMIZED.
10. IN THE EVENT THAT ANNULAR CIRCULATION IS LOST, CONTRACTOR SHALL TAKE ACTION TO RESTORE CIRCULATION.
11. IF INADVERTENT SURFACE RETURNS OF DRILLING FLUIDS OCCUR, CONTRACTOR SHALL IMMEDIATELY CLEAN AND COLLECT.
BORE CROSSING WITHOUT CASINGS
1. THE CONSTRUCTION OF ALL CROSSINGS DESIGNED BY THE COMPANY, INCLUDING ALL DETAILS INCIDENT TO THE INSTALLATION OF SUCH
CROSSINGS, SHALL BE IN ACCORDANCE WITH THE DRAWINGS AND SHALL COMPLY WITH SUCH SPECIFICATIONS AS MAY BE REQUIRED BY
THE OTHER AUTHORITY HAVING JURISDICTION, AND SUCH SPECIFICATIONS HEREIN AS MAY BE APPLICABLE.
2. THE CARRIER PIPE SHALL BE COATED IN ACCORDANCE WITH SPECIFICATIONS. NECESSARY DUMMY PIPE SHALL BE PLACED AT THE
LEADING AND OF THE BORING OPERATION. THE FACE END OF THIS DUMMY PIPE CAN BE BUILT UP TO BE APPROXIMATELY ONE -HALF INCH
TO THREE - FOURTHS INCH SIMULTANEOUSLY WITH THE REMOVAL OF THE DUMMY PIPE.
3. THE BORED CROSSING WITHOUT CASING SHOULD BE INSTALLED BEFORE THE DITCHING AND BENDING OPERATIONS ARRIVE AT THE
CROSSING. WHEN BORING, THE CUTTING HEAD SHALL NOT EXTEND BEYOND THE LEADING END OF THE CARRIER PIPE MORE THAN SIX
INCHES.
GROUTING OF BORED AND CASED CROSSINGS
1. WHERE REQUIRED, BORED AND CASED CROSSING SHALL BE PRESSURED GROUTED BY THE CONTRACTOR TO COMPLETELY FILL THE
ANNULAR SPACE BETWEEN THE CARRIER OR CASING PIPE AND THE EARTH. THE GROUT SHALL CONSIST OF A SAND - CEMENT SLURRY OF
AT LEAST TWO SACKS OF CEMENT /YD3, OR AS REQUIRED BY JURISDICTIONAL AUTHORITY.
2. ITS PNG POLICY NOT TO LEAVE STOPPLES IN LINE UNATTENDED. CONTRACTOR SHOULD PLAN AND SCHEDULE TIE -INS AT EACH SITE FOR 1
DAY DURATION.
THE PERSON TO CONTACT SHOULD ANY EROSION AND SEDIMENT
CONTROL ISSUES ARISE DURING LAND - DISTURBING ACTIVITY:
MIKE GOLOMBOWSKI
PH: (704) 618 -1286
EMAIL: michael .golombowski @piedmontng.com
GROUND STABILIZATION
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Call before you dig.
Piedmont
Natural Gas
STABILIZATION TIME FRAME
SITE AREA DESCRIPTION
STABILIZATION TIME FRAME
DESIGNED BY:
SWH
PNG 2014 CLASS LOCATION REPLACEMENT
VARIOUS COUNTIES, NORTH CAROLINA
GENERAL
NOTES & LEGEND
REV
EXCEPTION
PERIMETER DIKES, SWALES,
DITCHES, AND SLOPES
7 DAYS
NONE
HIGH QUALITY WATER (HQW)
ISSUE DATE:
MARCH 13, 2015
DRAWN BY:
CAJ
7 DAYS
NONE
ZONES
MK NO
QTY
CAT #
DESCRIPTION
IF SLOPES ARE 10' OR LESS IN
QTY
CAT #
LENGTH AND ARE NOT
SLOPES STEEPER THAN 3:1
7 DAYS
STEEPER THAN 2:1, 14 DAYS
ARE ALLOWED
7 DAYS FOR SLOPES
SLOPES 3:1 OR FLATTER
14 DAYS
GREATER THAN 50 FEET IN
LENGTH
CLIENT:
PIEDMONT NATURAL GAS
ISSUE FOR CONSTRUCTION
NONE (EXCEPT FOR
ALL OTHER AREAS WITH
14 DAYS
PERIMETERS AND HOW
SLOPES FLATTER THAN 4:1
ZONES)
INSPECTION
SAME WEEKLY INSPECTION REQUIREMENTS
SAME RAIN GAUGE & INSPECTIONS AFTER 0.5" RAIN EVENT
INSPECTIONS ARE ONLY REQUIRED DURING "NORMAL BUSINESS HOURS ".
INSPECTIONS REPORTS MUST BE AVAILABLE ON -SITE DURING BUSINESS HOURS UNLESS A
SITE - SPECIFIC EXEMPTION IS APPROVED.
RECORDS MUST BE KEPT FOR 3 YEARS AND AVAILABLE UPON REQUEST.
ELECTRONICALLY - AVAILABLE RECORDS MAY BE SUBSTITUTED UNDER CERTAIN CONDITIONS.
LEGEND
EXISTING GAS
PROPOSED GAS
OVER HEAD UTILITIES
EXISTING EASEMENT
PROPOSED PERMANENT EASEMENT
PROPOSED TEMPORARY WORK SPACE EASEMENT
ABANDONED GAS LINE
PROPERTY LINE
UNDER GROUND TELEPHONE
WATER LINE
BORE PULLBACK REQUIREMENTS
1. CONTRACTOR SHALL PULL EXTRA LENGTH OF PROJECT PIPE SO ONE JOINT CAN BE EXAMINED. SANITARY SEWER LINE
2. CONTRACTOR SHALL SUPPORT THE PRODUCT PIPE PULL SECTION AS IT PROCEEDS DURING PULLBACK SO THAT IT MOVES FREELY AND IS FORCE MAIN SEWER LINE
NOT OVER STRESSED.
TREE LINE
BORE DRILLING FLUIDS
FENCE LINE
1. CONTRACTOR SHALL SUBMIT THE COMPOSITION OF ALL DRILLING FLUIDS TO ENGINEER FOR APPROVAL.
WETLANDS
2. CONTRACTOR SHALL NOT USE ANY DRILLING FLUID THAT DOES NOT COMPLY WITH PERMIT REQUIREMENTS AND ENVIRONMENTAL
REGULATIONS. EXISTING DITCH LINE
3. CONTRACTOR SHALL BE RESPONSIBLE FOR OBTAINING, TRANSPORTING, AND STORING ANY WATER REQUIRED FOR DRILLING FLUIDS.
4. CONTRACTOR SHALL MAXIMIZE RECIRCULATION OF DRILLING FLUID SURFACE RETURNS.
5. CONTRACTOR SHALL PROVIDE SOLIDS CONTROL AND FLUID CLEANING EQUIPMENT OF A CONFIGURATION AND CAPACITY THAT CAN
PROCESS SURFACE RETURNS AND PRODUCE DRILLING FLUID SUITABLE FOR REUSE.
6. DISPOSAL OF EXCESS DRILLING FLUID IS THE RESPONSIBILITY OF THE CONTRACTOR AND SHALL BE CONDUCTED IN COMPLIANCE WITH ALL
ENVIRONMENTAL REGULATIONS, RIGHT -OF -WAY AND WORKSPACE AGREEMENTS, AND PERMIT REQUIREMENTS.
7. CONTRACTOR SHALL SUBMIT DRILLING FLUID DISPOSAL PROCEDURES TO OWNER FOR APPROVAL.
8. CONTRACTOR SHALL EMPLOY BEST EFFORTS TO MAINTAIN FULL ANNULAR CIRCULATION OF DRILLING FLUID.
- GAS GAS GAS GAS GAS GAS GAS
OH OH
XXXXXXXXXXXXXXXXXXXXXXXXXXXXXXX-
W W W W W
FM FM FM FM FM FM FM FM
X X X X X
-WET WET WET WEi WEl -WET-1 ­WET
CIVIL ENGINEER
THOMAS L. SAUNDERS, P.E.
ENERGY LAND & INFRASTRUCTURE, LLC
1420 DONELSON PIKE, SUITE Al2
NASHVILLE, TN 37217
PHONE: 615 - 383 -6300
FAX: [phone]
REVISION
•
, ®
�
Know what's below.
Call before you dig.
Piedmont
Natural Gas
ENERGY LAND & INFRASTRUCTURE
1015 PASSPORT WAY • CARY, NORTH CAROLINA 27513
919- 234 -1974 WWW.ELI- LLC.COM LICENSE # P -1289
ENGINEERS SURVEYORS INFRASTRUCTURE ENVIRONMENTAL
NASHVILLE, TENNESSEE • CARY , NORTH CAROLINA
\
\
� �
- -
_ _
_ -
�� ��
I
SCALE:
AS SHOWN
DESIGNED BY:
SWH
PNG 2014 CLASS LOCATION REPLACEMENT
VARIOUS COUNTIES, NORTH CAROLINA
GENERAL
NOTES & LEGEND
REV
DATE
DESCRIPTION
ISSUE DATE:
MARCH 13, 2015
DRAWN BY:
CAJ
MATERIAL SUMMARY
MK NO
QTY
CAT #
DESCRIPTION
MK NO
QTY
CAT #
DESCRIPTION
ELI PROJECT NO:
14 -21 -3007
CHECKED BY:
SWH
CLIENT:
PIEDMONT NATURAL GAS
ISSUE FOR CONSTRUCTION
CLIENT PROJECT NO:
2239872
REVISION: - - --
DRAWING NO: 3007-00-001

0
0
s
A T -O -R #1
T -O -R #2
WIDTH OF PAY LIMITS FOR
PAVEMENT REMOVAL AND REPAIR
1" VALVE
2" MIN. 2" MIN.
(TYP.) (TYP.)
CONCRETE MATCH
EXISTING SECTION TACK EDGES SEE NOTE #4.
° d d
FLOWABLE FILL (CONCRETE) OR AS
APPROVED BY NCDOT. (TRAFFIC BEARING
ROAD PLATE OR H -20 LOAD RATED STEEL
PLATE CAN BE USED FOR 24 HOURS
DURING CURING OF CONCRETE)
EMBEDMENT
(SEE SPECIFICATIONS FOR
TYPE, COMPACTION, AND
BLOCKING IF NEEDED)
e L
36" MINIMUM -
(FULL DEPTH VARIES)
VA
SURFACE COURSE
1.5" SF 9.5 (B- SECONDARY)
INTERMEDIATE COURSE
4.0" 1 19.0 (B- SECONDARY)
OR (C- PRIMARY)
BASE COURSE
5.5" B 25.0 (B- SECONDARY)
OR (C- PRIMARY)
EMBEDMENT
DEPTH VARIES
(SEE SPECIFICATIONS)
NOTES:
1. NEW PAVEMENT SHALL HAVE SECTION THICKNESS DESIGNED TO
NCDOT SUPERPAVE STANDARDS AS PROVIDED BY ENGINEER OR
MATCH EXISTING CONSTRUCTION, WHICH EVER IS GREATER OR AS
SPECIFIED BY THE CONTRACT DOCUMENTS.
2. REFER TO EARTHWORK SPECIFICATIONS FOR EMBEDMENT AND FILL
REQUIREMENTS.
3. THIS DETAIL SHOWS ASPHALT PAVEMENT REPLACEMENT. THE WIDTH
OF PAY LIMITS SHALL APPLY TO STONE AND CONCRETE PAVEMENT AS
WELL.
4. PAVEMENT TO BE SAW CUT PERPENDICULAR TO SURFACE. FACE TO BE
NEAT, CLEAN & STRAIGHT. TACK PRIOR TO PATCH.
TYPICAL UTILITY CUT REPLACEMENT DETAIL
(NOT TO SCALE)
NEW 16" PIPE
)UCER O
3ALL VALVE 11
(�)TYPICAL FARM TAP/ LATERAL CONNECTION
(NOT TO SCALE)
(TYPICAL OF SITES 1, 3, & 6)
T -O -r
NEW 16" STOPPLE
FOR T -O -R LOCATION SEE
DETAIL 2, THIS SHEET
EXISTING 16" GAS LINE -,
SECTION A
45°
T -O -R #1
�_ Z DIM. TDW STOPPLE
LW DIM.
DIMENSION TABLE
PIPE DIAM.
Z DIMENSION
LW DIMENSION (MIN.)
4"
6"
17.75"
6"
8.5"
23"
8"
10.6"
26.75"
10"
13.4"
33.5"
12"
15.3"
36.5"
16"
21 "
48.75"
20"
26"
58"
24"
33.5"
68"
30"
38"
79"
4" - 6" PIPE: USE 1" THREAD -O -RING PLUG AND 2" DIA. DRILL
8" - 30" PIPE: USE 2" THREAD -O -RING PLUG AND 1"- 1.437" DIA. DRILL
4 THREAD -O -RING LOCATION DETAIL
(NOT TO SCALE)
20'
NEW 16" GAS LINE
L+:j L4�
FIELD DETERMINE
r9 r9
16" TEMPORARY
� H BY -PASS �_ H
- - - -- —�
40'
0_O /
I��rn��►.artir � i N
TYPICAL STOPPLE PLACEMENT DETAIL
(NOT TO SCALE)
GRANULAR PAD /DRIVE
/­ (SEE INSET B)
SIDE VIEW
MATERIALS TO BE WASHED AND CLEAN
AND FREE OF FINES AND MATERIALS TO
PROVIDE A MINIMUM 40% VOID SPACE.
WEAR SURFACE - MIN 2 INCHES
NO. 57 STONE OR EQUAL
10" GRANULAR SUBBASE
a d d (1 -1/2" - 2 -1/2" STONE)
° d
GEOTEXTILE FABRIC
SUBGRADE
GRAVEL PAVEMENT DETAIL
(NOT TO SCALE)
SAND BAGS
FLOW DIVERSION CULVERT
STREAM BED
PIPELINE
FLUME SHOULD BE SIZED TO
HANDLE FLOW AND SUFFICIENT
IN LENGTH TO ACCOMMODATE
WIDENING TRENCH TO PREVENT
FAILURE.
SECTION A -A
PUMP PIPELINE
r--TRENCH
SILT FENCE
—
F SF IF
SF — IF — IF
FLOW
DIVERSION PIPE
SAND BAGS
SF —= SF SF
�-
IF IF SF
A
B
IF — IF = IF —
SF IF IF —
IF — SF — s D BA S t
IF SF IF B
50'
A
PUMP
r �
iF71�
FILTER
NOTES: BAG
1. PUMP SHOULD HAVE TWICE THE PUMPING CAPACITY OF
ANTICIPATED FLOW.
2. ALL INTAKE HOSES WILL BE SCREENED.
3. DISMANTLE DOWNSTREAM DAM, THEN UPSTREAM DAM,
KEEP PUMP RUNNING TO MAINTAIN STREAM FLOW.
5 STREAM CROSSING (PIPE /PUMP DIVERSION
WIDTH OF PAY LIMITS FOR
PAVEMENT REMOVAL AND REPAIR
2" MIN. 2" MIN
(TYP.) (TYP.)
TACK COAT
e
PRIME COAT
CRUSHED STONE #67
COMPACTED IN 6" LAYERS
- 4 °
d 4
12" ROCK DUST
I
6" MIN. — 6" MIN.
I
6" ROCK DUST
1-1 IT
NOTES:
1. THIS DETAIL SHOWS ASPHALT PAVEMENT REPLACEMENT. THE WIDTH
OF PAY LIMITS SHALL APPLY TO STONE AND CONCRETE PAVEMENT AS
WELL.
2. PAVEMENT TO BE SAW CUT PERPENDICULAR TO SURFACE. FACE TO BE
NEAT, CLEAN & STRAIGHT. TACK PRIOR TO PATCH.
(i) TYPICAL PAVEMENT REPLACEMENT DETAIL
(NOT TO SCALE)
1.5" ASPHALT SURFACE LAYER
GRADING "E"
2" BITUMINOUS BINDER
GRADING "B"
6" MINERAL AGGREGATE BASE
TYPE "A ", GRADING "D"
REVISION
•
, ®
Know. whatls below.
Call before you dig.
Piedmont
Natural Gas
ENERGY LAND & INFRASTRUCTURE
1015 PASSPORT WAY • CARY, NORTH CAROLINA 27513
919- 234 -1974 WWW.ELI- LLC.COM LICENSE # P -1289
ENGINEERS SURVEYORS INFRASTRUCTURE ENVIRONMENTAL
NASHVILLE, TENNESSEE CARY , NORTH CAROLINA
\
\
� �
- -
_ _
_ -
j
I I \
SCALE:
AS SHOWN
DESIGNED BY:
SWH
PNG 2014 CLASS LOCATION REPLACEMENT
VARIOUS COUNTIES, NORTH CAROLINA
GENERAL
DETAILS
REV
DATE
DESCRIPTION
ISSUE DATE:
MARCH 13, 2015
DRAWN BY:
CAJ
MATERIAL SUMMARY
MK NO
QTY
CAT #
4
°
QTY
CAT #
DESCRIPTION
�
CHECKED BY:
SWH
1
0
TBD
16".375 WT X -65 CFB DRL PIPE
8
0
15368
16" WXW ANSI 600 GEAR BALL VALVE
2
0
16771
16" .375 WT X -65 CFB /PC DRL PIPE
9
0
16488
6 "X2" WELD RED. COUPLING STD WT Y -52
CLIENT:
PIEDMONT NATURAL GAS
ISSUE FOR CONSTRUCTION
3
0
16"X3'.375 WT .219 WT X -65 TRANS. PIPE
10
0
°
2".154 WT X -52 CFB DRL PIPE
4
0
16762
16" 90° WELD ELL FS 3R Y -52
dd
d
15180
2" WXW ANSI 600 KEY COATED BALL VALVE
5
0
16763
16 "45 °WELD ELL FS 3R Y-52
CLIENTPROJECTNO:
2239872
8 °
DRAWING NO:
6
0
16650
16 "X16 "X16" WELD BARRED TEE Y -70
I
0
15317
16 "X16 "X6" WELD RED. TEE STD WT Y -52
CRUSHED STONE #67
COMPACTED IN 6" LAYERS
- 4 °
d 4
12" ROCK DUST
I
6" MIN. — 6" MIN.
I
6" ROCK DUST
1-1 IT
NOTES:
1. THIS DETAIL SHOWS ASPHALT PAVEMENT REPLACEMENT. THE WIDTH
OF PAY LIMITS SHALL APPLY TO STONE AND CONCRETE PAVEMENT AS
WELL.
2. PAVEMENT TO BE SAW CUT PERPENDICULAR TO SURFACE. FACE TO BE
NEAT, CLEAN & STRAIGHT. TACK PRIOR TO PATCH.
(i) TYPICAL PAVEMENT REPLACEMENT DETAIL
(NOT TO SCALE)
1.5" ASPHALT SURFACE LAYER
GRADING "E"
2" BITUMINOUS BINDER
GRADING "B"
6" MINERAL AGGREGATE BASE
TYPE "A ", GRADING "D"
REVISION
•
, ®
Know. whatls below.
Call before you dig.
Piedmont
Natural Gas
ENERGY LAND & INFRASTRUCTURE
1015 PASSPORT WAY • CARY, NORTH CAROLINA 27513
919- 234 -1974 WWW.ELI- LLC.COM LICENSE # P -1289
ENGINEERS SURVEYORS INFRASTRUCTURE ENVIRONMENTAL
NASHVILLE, TENNESSEE CARY , NORTH CAROLINA
\
\
� �
- -
_ _
_ -
j
I I \
SCALE:
AS SHOWN
DESIGNED BY:
SWH
PNG 2014 CLASS LOCATION REPLACEMENT
VARIOUS COUNTIES, NORTH CAROLINA
GENERAL
DETAILS
REV
DATE
DESCRIPTION
ISSUE DATE:
MARCH 13, 2015
DRAWN BY:
CAJ
MATERIAL SUMMARY
MK NO
QTY
CAT #
DESCRIPTION
MK NO
QTY
CAT #
DESCRIPTION
ELI PROJECT NO:
14 -21 -3007
CHECKED BY:
SWH
1
0
TBD
16".375 WT X -65 CFB DRL PIPE
8
0
15368
16" WXW ANSI 600 GEAR BALL VALVE
2
0
16771
16" .375 WT X -65 CFB /PC DRL PIPE
9
0
16488
6 "X2" WELD RED. COUPLING STD WT Y -52
CLIENT:
PIEDMONT NATURAL GAS
ISSUE FOR CONSTRUCTION
3
0
16"X3'.375 WT .219 WT X -65 TRANS. PIPE
10
0
12792
2".154 WT X -52 CFB DRL PIPE
4
0
16762
16" 90° WELD ELL FS 3R Y -52
11
0
15180
2" WXW ANSI 600 KEY COATED BALL VALVE
5
0
16763
16 "45 °WELD ELL FS 3R Y-52
CLIENTPROJECTNO:
2239872
REVISION:
REVISION:
DRAWING NO:
6
0
16650
16 "X16 "X16" WELD BARRED TEE Y -70
I
0
15317
16 "X16 "X6" WELD RED. TEE STD WT Y -52

N
0
a
0
FILTER FABRIC
SUPPLY WATER TO WASH
WHEELS IF NECESSARY
50' MIN.
PLAN VIEW
2' -3" WASHED STONE
2:1 OR FLATTER
6" MIN.
ORIGINAL GRADE
SECTION A
PIPE /CULVERT IF
NECESSARY
CONSTRUCTION SPECIFICATIONS:
1. STONE SIZE - USE 2' -3" WASHED STONE OR LARGER AS SPECIFIED IN N.C. DEPARTMENT OF TRANSPORTATION
STANDARD SPECIFICATIONS FOR ROADS AND STRUCTURES.
2. WIDTH - 12' MIN.
3. WASHING - WHEN NECESSARY, WHEELS SHALL BE CLEANED TO REMOVE SEDIMENT PRIOR TO ENTRANCE
ONTO PUBLIC R.O.W. WHEN WASHING IS REQUIRED, IT SHALL BE DONE ON AN AREA STABILIZED WITH
CRUSHED STONE WITH DRAINS INTO AN APPROVED SEDIMENT TRAP OR SEDIMENT BASIN. ALL SEDIMENT
SHALL BE PREVENTED FROM ENTERING ANY STORM DRAIN, DITCH, OR WATERCOURSE THROUGH USE OF
SAND BAGS, GRAVEL, BOARDS, OR OTHER APPROVED METHODS.
4. MAINTENANCE - THE ENTRANCE SHALL BE MAINTAINED IN A CONDITION WHICH WILL PREVENT TRACKING OR
FLOWING OF SEDIMENT ONTO PUBLIC R.O.W. THIS MAY REQUIRE PERIODIC TOP DRESSING WITH ADDITIONAL
STONE AS CONDITIONS DEMAND AND REPAIR AND /OR CLEANOUT OF ANY MEASURES USED TO TRAP
SEDIMENT. ALL SEDIMENT SPILLED, DROPPED, WASHED, OR TRACKED ONTO PUBLIC R.O.W. MUST BE
REMOVED IMMEDIATELY.
TEMPORARY GRAVEL CONSTRUCTION ENTRANCE /EXIT
(NOT TO SCALE)
SEWN IN COI`IAIC('_F1nK1 CI C=\/C En[D
PUMP DISCHA
WITH WI
GEOTEXTILE FABRIC (
UNDER AND COVERINC
WOOD
SILT -SAVER SEDIMENT
FILTER BAG
WOOD CHIPS
GEOTEXTILE FABRIC (TYPE
III) OR EXISTING
VEGETATION
TOP OF BANK
50' MIN. DISTANCE
FROM STREAM
STREAM
PLAN VIEW
NOTES:
1. SILT FENCE WITH WIRE BACKING IS USED TO INTERCEPT
SMALL AMOUNTS OF SEDIMENT AND REDUCE VELOCITY
FROM SHEET FLOW ONLY. USE SILT FENCE WITH WIRE
BACKING UP- GRADIENT TO, AND ALONG THE PERIMETER OF
STREAMS, WETLANDS, PONDS, SPRINGS, OR OTHER
NATURAL WATER RESOURCES LOCATED WITHIN OR
ADJACENT TO THE PROJECT RIGHT OF WAY.
2. THE MAXIMUM DRAINAGE AREA SIZE FOR CONTINUOUS
SILT FENCE WITH BACKING SHALL BE 1 ACRE PER 150 LINEAR
FEEL OF FENCE LENGTH. MAXIMUM SLOPE LENGTH BEHIND
FENCE ON UPSLOPE SIDE SHALL BE 290 FEET (AS
MEASURED ALONG GROUND SURFACE)
3. MAINTENANCE SHALL BE PERFORMED AS NEEDED;
CAPTURED SOIL MATERIAL SHALL BE REMOVED WHEN
"BULGES" DEVELOP IN THE SILT FENCE AND /OR WHEN
EVIDENCE OF FILTER CLOGGING IS OBSERVED.
4. STEEL POSTS SHALL HAVE A PROJECTION FOR FASTENING
WIRE TO THEM.WOVEN WIRE FENCE BACKING TO BE
FASTENED SECURELY TO FENCE POSTS WITH WIRE TIES.THE
WIRE FASTENERS SHOULD BE EVENLY SPACED WITH AT
LEAST SIX PER POST.
5. FABRIC SHALL BE FASTENED SECURELY TO WOVEN WIRE
FENCE BACKING WITH THE TIES SPACED EVERY 24 INCHES
ALONG TOP AND MIDSECTION.
6. SEDIMENT SHALL BE REMOVED FROM BEHIND THE SILT
FENCE WITH WIRE BACKING WHEN IT HAS ACCUMULATED TO
ONE -HALF THE ORIGINAL HEIGHT OF THE STRUCTURE AND
PAID FOR UNDER ITEM NUMBER 209 -05, SEDIMENT REMOVAL
PER CUBIC YARD.
7. STOP SILT FENCE AT PAVED CROSSINGS, USE
ALTERNATIVE MEASURE IF NECESSARY.
8. COORDINATE SILT FENCE PLACEMENT IN WATER QUALITY
BUFFERS TO MINIMIZE IMPACT.
9. REINFORCE TOE OF THE FENCE WITH 12 INCHES OF NC
DOT #5 OR #57 WASHED STONE WHEN FLOW WILL RUN
PARALLEL TO THE TOE OF THE FENCE.
b a o 0 0 o SILT FENCE FILTER CLOTH
00 0o ALONG ENTIRE INSIDE
8' MAX STANDARD FABRIC oo FACE OF STRAW BALES
PLASTIC OR WIRE TIES. WITH WIRE FENCE 4
U MAX EXTRA STRENGHT o °
o °
WITHOUT WIRE FENCE o
WOVEN WIRE FENCE BACKING 4'MAX ON PONDING AREAS ° a
6.5' DIA.
TOTAL WIDTH 32' MIN. —1 2" MIN. STRAW BALES p (MIN.) DISCHARGE FROM
WITH STAKES a DEWATERING PUMP
0 0
o °
B
SILT FENCE WIITH WIRE BACKING NO MORE THAN 24" °o - ° RIP -RAP OF SUFFICIENT
FABRIC TOTAL WIDTH 36" OF FABRIC °o o° SIZE AND DEPTH TO
ALLOWED ABOVE °o a° q RESIST MOVEMENT FROM
GROUND LEVEL - PUMP DISCHARGE
BOTTOM OF WOVEN WIRE FENCE EXISTING
BACKING SHALL BE POSITIONED AT GROUND RIP -RAP TO RETAIN
THE BOTTOM OF THE TRENCH CLASS 1 AGGREGATE
REQUIRED VOLUME (cf) = PUMP DISCHARGE (gpm) X 16
BOTTOM OF STEEL POST (TYP.) 24" MIN. 6" SPILLWAY STRAW BALE
8" MIN. TRENCH DEPTH
STEEL POST (STD. "T" OR "U" SECTION)
ANCHOR
POSITION POST /FABRIC PLATES
ASSEMBLY AT VERTICAL TO A MAX 5' FROM I –_
THE VERTICAL (ANGLED TOWARD FLOW) OPERATION NOTES:
2" MIN 1. THE EXCAVATED AREA SHOULD BE A MINIMUM OF 3 FEET
SILT FENCE WITH WIRE BACKING FABRIC I
RIP RAP CLASS BELOW THE BASE OF THE STRAW BALES AND SILT FENCE.
AND WOVEN WIRE FENCE BACKING TIEBACK BETWEEN FENCE A SIZE (MIN.) 2. ONCE WATER LEVEL NEARS THE CREST OF STONE WEIR,
26" FABRIC POST AND ANCHOR STAKE EXCAVATED AREA SHUT OFF PUMP WHILE THE STRUCTURE DRAINS DOWN
ABOVE GROUND TO BE NO. 8 (0.25 ") HOLLOW SECTION A -A (3 - MIN. WET TO THE TOP OF THE WET STORAGE PIT.
EXISTING GROUND BRAIDED POLYPROPYLENE SECURE TO POST STORAGE DEPTH) 3. THE WET STORAGE PIT MAY BE DEWATERED ONLY AFTER
F \W ROPE WITH MINIMUM BY WRAPPING A MINIMUM OF 6 HOURS OF SEDIMENT SETTLING TIME.
TENSILE STRENGTH OF 1,200 6" FACE PUMP EFFLUENT ACROSS A WELL VEGETATED AREA OR
BACKFILL WITH COMPACTED SOIL POUNDS CLASS 1 AGGREGATE BASE THROUGH SILT FENCE PRIOR TO DISCHARGE.
8„ III 4. ONCE WET STORAGE AREA BECOMES FILLED TO ONE
SILT FENCE WITH 2:1 (H: V) HALF THE EXCAVATED DEPTH, THE SEDIMENT SHALL BE
ICI MIN. 24" POST FLOW WIRE BACKING 2:1 (H: V) PROPERLY REMOVED AND DISPOSED.
ANCHOR SILT FENCE WITH WIRE
4" I� BELOW GROUND FLOW o �r
BACKING FABRIC 8" DEEP WITH 4"
RUN -OUT LENGTH. COMPACT BACKFILL.
ANCHOR STAKE MIN. 18" EXISTING GROUND RIP RAP, CLASS
LONG TO BE PLACED 12" CLASS A SIZE (MIN.) SECTION B -B
SECTIONAL VIEW INTO GROUND SILT FENCE TIEBACK
EXCAVATED AREA
OPTIONAL LIFTING NOTES:
STRAPS
1. SEDIMENT FILER BAGS SHOULD NOT BE PLACED WITHIN A JURISDICTIONAL WETLAND OR WITHIN 50
FEET OF A STABILIZED OUTLET, STREAM, OR OTHER NATURAL WATERS RESOURCE.
2. CONTRACTOR SHALL EXERCISE CAUTION NOT TO BURST OR DAMAGE THE SEDIMENT FILTER BAG
WHEN PUMPING.
3. SEDIMENT FILTER BAGS SHALL BE REPLACED WHEN SEDIMENT HAS ACCUMULATED TO %2 OF THE
BAGS CAPACITY OR IN ACCORDANCE WITH THE MANUFACTURE'S RECOMMENDATIONS.
;IES WITH GROUND
LINE SLOPE
?' -0" MIN.
2' -0" MIN.
SILT FENCE
WITH WIRE BACKING
GEOTEXTILE FABRIC (TYPE III) 6" MIN.
OR EXISTING VEGETATION
SILT -SAVER DEWATER FILTER BAG
6" X 15"
SWALE OR OTHER SEDIMENT
PUMP
13" X 15"
CONTROL DEVICE
PUMP
13" X 25"
0' -6"
PUMP
NOTE:
A
CONSTRUCT SEDIMENT BARRIER
ISSUE DATE:
MARCH 13, 2015
AND CHANNELIZE RUNOFF TO
LL
SEDIMENT TRAPPING DEVICE
MK NO
QTY
z20' R MIN.
DESCRIPTION
MK NO
QTY
CAT #
DESCRIPTION
ELI PROJECT NO:
14 -21 -3007
CHECKED BY:
SWH
0
Q
O
L
w
o o o o
C7
12' MIN.
QK
WIDTH
a-
z
�<
w
REVISION: - - --
PIPE /CULVERT IF
NECESSARY
FILTER FABRIC
SUPPLY WATER TO WASH
WHEELS IF NECESSARY
50' MIN.
PLAN VIEW
2' -3" WASHED STONE
2:1 OR FLATTER
6" MIN.
ORIGINAL GRADE
SECTION A
PIPE /CULVERT IF
NECESSARY
CONSTRUCTION SPECIFICATIONS:
1. STONE SIZE - USE 2' -3" WASHED STONE OR LARGER AS SPECIFIED IN N.C. DEPARTMENT OF TRANSPORTATION
STANDARD SPECIFICATIONS FOR ROADS AND STRUCTURES.
2. WIDTH - 12' MIN.
3. WASHING - WHEN NECESSARY, WHEELS SHALL BE CLEANED TO REMOVE SEDIMENT PRIOR TO ENTRANCE
ONTO PUBLIC R.O.W. WHEN WASHING IS REQUIRED, IT SHALL BE DONE ON AN AREA STABILIZED WITH
CRUSHED STONE WITH DRAINS INTO AN APPROVED SEDIMENT TRAP OR SEDIMENT BASIN. ALL SEDIMENT
SHALL BE PREVENTED FROM ENTERING ANY STORM DRAIN, DITCH, OR WATERCOURSE THROUGH USE OF
SAND BAGS, GRAVEL, BOARDS, OR OTHER APPROVED METHODS.
4. MAINTENANCE - THE ENTRANCE SHALL BE MAINTAINED IN A CONDITION WHICH WILL PREVENT TRACKING OR
FLOWING OF SEDIMENT ONTO PUBLIC R.O.W. THIS MAY REQUIRE PERIODIC TOP DRESSING WITH ADDITIONAL
STONE AS CONDITIONS DEMAND AND REPAIR AND /OR CLEANOUT OF ANY MEASURES USED TO TRAP
SEDIMENT. ALL SEDIMENT SPILLED, DROPPED, WASHED, OR TRACKED ONTO PUBLIC R.O.W. MUST BE
REMOVED IMMEDIATELY.
TEMPORARY GRAVEL CONSTRUCTION ENTRANCE /EXIT
(NOT TO SCALE)
SEWN IN COI`IAIC('_F1nK1 CI C=\/C En[D
PUMP DISCHA
WITH WI
GEOTEXTILE FABRIC (
UNDER AND COVERINC
WOOD
SILT -SAVER SEDIMENT
FILTER BAG
WOOD CHIPS
GEOTEXTILE FABRIC (TYPE
III) OR EXISTING
VEGETATION
TOP OF BANK
50' MIN. DISTANCE
FROM STREAM
STREAM
PLAN VIEW
NOTES:
1. SILT FENCE WITH WIRE BACKING IS USED TO INTERCEPT
SMALL AMOUNTS OF SEDIMENT AND REDUCE VELOCITY
FROM SHEET FLOW ONLY. USE SILT FENCE WITH WIRE
BACKING UP- GRADIENT TO, AND ALONG THE PERIMETER OF
STREAMS, WETLANDS, PONDS, SPRINGS, OR OTHER
NATURAL WATER RESOURCES LOCATED WITHIN OR
ADJACENT TO THE PROJECT RIGHT OF WAY.
2. THE MAXIMUM DRAINAGE AREA SIZE FOR CONTINUOUS
SILT FENCE WITH BACKING SHALL BE 1 ACRE PER 150 LINEAR
FEEL OF FENCE LENGTH. MAXIMUM SLOPE LENGTH BEHIND
FENCE ON UPSLOPE SIDE SHALL BE 290 FEET (AS
MEASURED ALONG GROUND SURFACE)
3. MAINTENANCE SHALL BE PERFORMED AS NEEDED;
CAPTURED SOIL MATERIAL SHALL BE REMOVED WHEN
"BULGES" DEVELOP IN THE SILT FENCE AND /OR WHEN
EVIDENCE OF FILTER CLOGGING IS OBSERVED.
4. STEEL POSTS SHALL HAVE A PROJECTION FOR FASTENING
WIRE TO THEM.WOVEN WIRE FENCE BACKING TO BE
FASTENED SECURELY TO FENCE POSTS WITH WIRE TIES.THE
WIRE FASTENERS SHOULD BE EVENLY SPACED WITH AT
LEAST SIX PER POST.
5. FABRIC SHALL BE FASTENED SECURELY TO WOVEN WIRE
FENCE BACKING WITH THE TIES SPACED EVERY 24 INCHES
ALONG TOP AND MIDSECTION.
6. SEDIMENT SHALL BE REMOVED FROM BEHIND THE SILT
FENCE WITH WIRE BACKING WHEN IT HAS ACCUMULATED TO
ONE -HALF THE ORIGINAL HEIGHT OF THE STRUCTURE AND
PAID FOR UNDER ITEM NUMBER 209 -05, SEDIMENT REMOVAL
PER CUBIC YARD.
7. STOP SILT FENCE AT PAVED CROSSINGS, USE
ALTERNATIVE MEASURE IF NECESSARY.
8. COORDINATE SILT FENCE PLACEMENT IN WATER QUALITY
BUFFERS TO MINIMIZE IMPACT.
9. REINFORCE TOE OF THE FENCE WITH 12 INCHES OF NC
DOT #5 OR #57 WASHED STONE WHEN FLOW WILL RUN
PARALLEL TO THE TOE OF THE FENCE.
b a o 0 0 o SILT FENCE FILTER CLOTH
00 0o ALONG ENTIRE INSIDE
8' MAX STANDARD FABRIC oo FACE OF STRAW BALES
PLASTIC OR WIRE TIES. WITH WIRE FENCE 4
U MAX EXTRA STRENGHT o °
o °
WITHOUT WIRE FENCE o
WOVEN WIRE FENCE BACKING 4'MAX ON PONDING AREAS ° a
6.5' DIA.
TOTAL WIDTH 32' MIN. —1 2" MIN. STRAW BALES p (MIN.) DISCHARGE FROM
WITH STAKES a DEWATERING PUMP
0 0
o °
B
SILT FENCE WIITH WIRE BACKING NO MORE THAN 24" °o - ° RIP -RAP OF SUFFICIENT
FABRIC TOTAL WIDTH 36" OF FABRIC °o o° SIZE AND DEPTH TO
ALLOWED ABOVE °o a° q RESIST MOVEMENT FROM
GROUND LEVEL - PUMP DISCHARGE
BOTTOM OF WOVEN WIRE FENCE EXISTING
BACKING SHALL BE POSITIONED AT GROUND RIP -RAP TO RETAIN
THE BOTTOM OF THE TRENCH CLASS 1 AGGREGATE
REQUIRED VOLUME (cf) = PUMP DISCHARGE (gpm) X 16
BOTTOM OF STEEL POST (TYP.) 24" MIN. 6" SPILLWAY STRAW BALE
8" MIN. TRENCH DEPTH
STEEL POST (STD. "T" OR "U" SECTION)
ANCHOR
POSITION POST /FABRIC PLATES
ASSEMBLY AT VERTICAL TO A MAX 5' FROM I –_
THE VERTICAL (ANGLED TOWARD FLOW) OPERATION NOTES:
2" MIN 1. THE EXCAVATED AREA SHOULD BE A MINIMUM OF 3 FEET
SILT FENCE WITH WIRE BACKING FABRIC I
RIP RAP CLASS BELOW THE BASE OF THE STRAW BALES AND SILT FENCE.
AND WOVEN WIRE FENCE BACKING TIEBACK BETWEEN FENCE A SIZE (MIN.) 2. ONCE WATER LEVEL NEARS THE CREST OF STONE WEIR,
26" FABRIC POST AND ANCHOR STAKE EXCAVATED AREA SHUT OFF PUMP WHILE THE STRUCTURE DRAINS DOWN
ABOVE GROUND TO BE NO. 8 (0.25 ") HOLLOW SECTION A -A (3 - MIN. WET TO THE TOP OF THE WET STORAGE PIT.
EXISTING GROUND BRAIDED POLYPROPYLENE SECURE TO POST STORAGE DEPTH) 3. THE WET STORAGE PIT MAY BE DEWATERED ONLY AFTER
F \W ROPE WITH MINIMUM BY WRAPPING A MINIMUM OF 6 HOURS OF SEDIMENT SETTLING TIME.
TENSILE STRENGTH OF 1,200 6" FACE PUMP EFFLUENT ACROSS A WELL VEGETATED AREA OR
BACKFILL WITH COMPACTED SOIL POUNDS CLASS 1 AGGREGATE BASE THROUGH SILT FENCE PRIOR TO DISCHARGE.
8„ III 4. ONCE WET STORAGE AREA BECOMES FILLED TO ONE
SILT FENCE WITH 2:1 (H: V) HALF THE EXCAVATED DEPTH, THE SEDIMENT SHALL BE
ICI MIN. 24" POST FLOW WIRE BACKING 2:1 (H: V) PROPERLY REMOVED AND DISPOSED.
ANCHOR SILT FENCE WITH WIRE
4" I� BELOW GROUND FLOW o �r
BACKING FABRIC 8" DEEP WITH 4"
RUN -OUT LENGTH. COMPACT BACKFILL.
ANCHOR STAKE MIN. 18" EXISTING GROUND RIP RAP, CLASS
LONG TO BE PLACED 12" CLASS A SIZE (MIN.) SECTION B -B
SECTIONAL VIEW INTO GROUND SILT FENCE TIEBACK
EXCAVATED AREA
OPTIONAL LIFTING NOTES:
STRAPS
1. SEDIMENT FILER BAGS SHOULD NOT BE PLACED WITHIN A JURISDICTIONAL WETLAND OR WITHIN 50
FEET OF A STABILIZED OUTLET, STREAM, OR OTHER NATURAL WATERS RESOURCE.
2. CONTRACTOR SHALL EXERCISE CAUTION NOT TO BURST OR DAMAGE THE SEDIMENT FILTER BAG
WHEN PUMPING.
3. SEDIMENT FILTER BAGS SHALL BE REPLACED WHEN SEDIMENT HAS ACCUMULATED TO %2 OF THE
BAGS CAPACITY OR IN ACCORDANCE WITH THE MANUFACTURE'S RECOMMENDATIONS.
;IES WITH GROUND
LINE SLOPE
?' -0" MIN.
2' -0" MIN.
SILT FENCE
WITH WIRE BACKING
GEOTEXTILE FABRIC (TYPE III) 6" MIN.
OR EXISTING VEGETATION
SILT -SAVER DEWATER FILTER BAG
6" X 15"
2" - 3"
PUMP
13" X 15"
0' -4"
PUMP
13" X 25"
0' -6"
PUMP
– SEDIMENT FILTER BAG
0' -6" MIN. VARIES
4 TYPICAL SEDIMENT FILTER BAG
(NOT TO SCALE)
USE WOOD CHIPS
PAD TO LEVEL BAG FROM
NATURAL GROUNDLINE
10' -0" 50' MINIMUM
MINIMUM EXISTING VEGETATIVE
BUFFER
GEOTEXTILE
FABRIC (TYPE III)
SECTION A
SILT FENCE DETAIL
(NOT TO SCALE)
SILT FENCE r
WITH WIRE
BACKING 2' MIN. TOP OF BANK
EXISTING GROUNDLINE
GEOTEXTILE FABRIC (TYPE III) STREAM
OR EXISTING VEGETATION
0 DEWATERING STRUCTURE DETAIL
(NOT TO SCALE)
SHLD.
EDGE OF PAVEMENT
i
SEE INSET A
t;
EXCELSIOR �, O�� &
WATTLE
MATTING BACK
SLOPE
\
y
ISOMETRIC VIEW
2' (MAX.)
I ♦
MATTING
2'UPSLOPE
STAKE
2' DOWNSLOPE
STAKE
CROSS SECTION
VEE DITCH
2'UPSLOPE
l 2" F STAKE,
MATTING `� 2' DOWNSLOPE
STAKE
CROSS SECTION
TRAPEZOIDAL DITCH
NATURAL GROUND
NATURAL GROUND
WATTLE DETAIL
(NOT TO SCALE)
NOTES:
1. USE MINIMUM 12" DIAMETER EXCELSIOR WATTLE.
2. USE 2' WOODEN STAKES WITH A 2" X 2" NOMINAL CROSS SECTION.
3. ONLY INSTALL WATTLE(S) TO A HEIGHT IN DITCH SO FLOW WILL NOT
WASH AROUND WATTLE AND SCOUR DITCH SLOPES AND AS DIRECTED.
4. INSTALL A MINIMUM OF 2 UPSLOPE STAKES AND 4 DOWNSLOPE STAKES
AT AN ANGLE TO WEDGE WATTLE TO BOTTOM OF DITCH.
5. PROVIDE STAPLES MADE OF 0.125" DIAMETER STEEL WIRE FORMED
INTO A'U' SHAPE NOT LESS THAN 12" IN LENGTH.
6. INSTALL STAPLES APPROXIMATELY EVERY 1 LINEAR FOOT ON BOTH
SIDES OF WATTLE AND AT EACH END TO SECURE IT TO THE SOIL.
7. INSTALL MATTING IN ACCORDANCE WITH THE NCDOT STANDARD
SPECIFICATIONS.
ST,
INSET A
STA
INSET B
TOP VIEW
REVISION
•
, ®
Know what's below.
Call before you dig.
Piedmont
Natural Gas
ENERGY LAND & INFRASTRUCTURE
1015 PASSPORT WAY • CARY, NORTH CAROLINA 27513
919- 234 -1974 WWW.ELI- LLC.COM • LICENSE # P -1289
ENGINEERS • SURVEYORS INFRASTRUCTURE • ENVIRONMENTAL
NASHVILLE, TENNESSEE • CARY , NORTH CAROLINA
\
\
� �
- -
_ _
_ -
I
SCALE:
AS SHOWN
DESIGNED BY:
SWH
PNG 2014 CLASS LOCATION REPLACEMENT
VARIOUS COUNTIES, NORTH CAROLINA
GENERAL
EROSION CONTROL DETAILS
REV
DATE
DESCRIPTION
ISSUE DATE:
MARCH 13, 2015
DRAWN BY:
CAJ
MATERIAL SUMMARY
MK NO
QTY
CAT #
DESCRIPTION
MK NO
QTY
CAT #
DESCRIPTION
ELI PROJECT NO:
14 -21 -3007
CHECKED BY:
SWH
CLIENT:
PIEDMONT NATURAL GAS
ISSUE FOR CONSTRUCTION
CLIENT PROJECT NO:
2239872
REVISION: - - --
DRAWING NO: 3007 -00 -003

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CARL GLENN `
- - HARRIS \
D.B. 1271, PG. 446 \
TRACT 1 - PIN# 930665356100 \
O I 1
NATHAN R. BRYANT & I `
i 11 GOLDIE R. LOCKLEAR `
D.B. 452, PG. 251 PROPOSED 2 \
EXISTING 1,6_GAS LINE PIN# 930655945800 PERMANENT EAS ENT
i (TO REMAIN)
PROPOSED 10' OF
- - ��7/ — / TEMPORARY WORKSPACE
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STA. 0 +00
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GAS EASEMENT
EXISTING 16" GAS LINE -
- - - (TO BE ABANDONED)
GRAPHIC SCALE (IN FEET)
50 0 25 50 100
1 inch = 50 ft.
OVERALL SITE LAYOUT
SCALE: 1" = 50'
1 \ 1 ANNIL L.
TRACT 3 LOCKLEAR oy
JACKIE DEAN D.B. 601, PG. 736
HUNT PIN# 930665439300
1 D.B. 1683, PG. 389 -- -- — s
TERRY A. & PIN# 930665239000 �� GRAVEL DRIVE _
BARBARA CUMMINGS
D.B. 566, PG. 860 - -
PIN# 930655917400 _ -
1
� 1
� 1
INSTALL CONSTRUCTION
ENTRANCE, SEE DETAIL 1,
SHEET 3007 -00 -003
1 SALEM MISSIONARY
I BAPTIST CHURCH
I D.B. 829, PG. 641
PIN# 930665516200
1 1 \
1 1 4
i 1 \
I 1
1 1 '
I \ SALEM MISSONARY
BAPTIST CHURCH
' D.B. 829, PG. 639
1 PIN# 930664492700
I �
1 `
1 `
I
1 `
1 `
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1 `
1 1
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-1
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1 _
- -OIL
TRACT 5
ZIATTA
BULLARD
D.B. 579, PG. 940
PIN# 930666811300
RELOCATE EXISTING
GRAVEL DRIVEWAY, MATCH
EXISTING. (SEE DETAIL 4,
SHEET 3007 -00 -002)
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px %*
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1
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1
1
I
1
1
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1
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-- 1
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1
1
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1
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PROPOSED 23'
PERMANENT EASEMENT _ 1
PROPOSED 10' OF
TEMPORARY WORKSPACE I
♦ *% TRACT CHARD 6
I RI ! I
� ♦ CHANCE
v
\ �x
\ h�o
\ 1
1 JOE G. EXISTING 16" GAS L�NE
\ LOCKLEAR (TO BE ABANDONED)
\D.B. 623, PG. 280
\ 1
D.B. 1340, PG. 278 1
PIN# 930675204900 1
PROPOSED 12'
\ ,��x ♦ ♦ ` �� TEMPORARY ACCESS DRIVE I
\ \\ ♦♦ ` 1.� (DEDICATED FOR LAND OWNER'S USE ONLY)
s �
END NEW 16" GAS LINE
\ \\ 1 4% ♦ ♦ STA. 14 +43 =
STA. 5610 +09
f- \
�**;`PROPOSED 12'
j TEMPORARY WORKSPACE
(TED
LYNN EARL
CHAVIS
D.B. 671, PG. 278
PIN# 930675796800
- EXISTING 16" GAS LINE
AGGE55 EASEIC/IEN I `\ ,�0 `,
\ EXISTING 50' \ \\ p°
`\ GAS EASEMENT \ \\ ^ ^x
i
` \ /
\ JOE GLENN
LOCKLEAR / -
• \ D.B. 507, PG. 290 \
PIN# 930664985300 \ /
S ?_Q P
ovo
1 /
\
(TO REMAIN)
INSTALL CONSTRUCTION
ENTRANCE, SEE DETAIL 1,
REVISION
•
®
�
Knowwhars below.
Callbefore you di
Piedmont
Natural Gas
ENERGY LAND & INFRASTRUCTURE
1015 PASSPORT WAY • CARY, NORTH CAROLINA 27513
919- 234 -1974 WWW.ELI- LLC.COM LICENSE # P -1289
ENGINEERS SURVEYORS INFRASTRUCTURE ENVIRONMENTAL
NASHVILLE, TENNESSEE CARY , NORTH CAROLINA
\
f
�'
� �
-
_ _
_ -
�� �
/ \
SCALE:
AS SHOWN
DESIGNED BY:
SWH
PNG 2014 CLASS LOCATION REPLACEMENT
ROBESON COUNTY, NORTH CAROLINA
SITE 1 - RED HILLS ROAD
OVERALL SITE LAYOUT
REV
DATE
DESCRIPTION
ISSUE DATE:
MARCH 13, 2015
DRAWN BY:
CAJ
MATERIAL SUMMARY
MK NO
QTY
CAT #
DESCRIPTION
MK NO
QTY
CAT #
DESCRIPTION
ELI PROJECT NO:
14 -21 -3007
CHECKED BY:
SWH
CLIENT:
PIEDMONT NATURAL GAS
ISSUE FOR CONSTRUCTION
CLIENT PROJECT NO:
2239872
REVISION: - - --
DRAWING NO: 3007-01-004

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II 11 II II Il II Il II 11 II 11 II
Z W Z W Z W Z W Z W Z W
� TRACT 1 TRACT 2 TRACT 3 TRACT 4 TRACT 5 TRACT 6 TRACT 7
W
z NATHAN R. BRYANT & CAROL GLENN JACKIE DEAN ANNIE L. ZIATA RICHARD LYNNE EARL
GOLDIE R. LOCKLEAR HARRIS HUNT LOCKLEAR BULLARD CHANCE CHAVIS
0 D.B. 452, PG. 251 D.B. 1271, PG. 446 D.B. 1683, PG. 389 D.B. 601, PG. 736 D.B. 579, PG. 940 D.B. 1340, PG. 278 D.B. 671, PG. 278
H 16" x 0.219" WT X -42 po O 7 9 11 O O O2 O O 7 9 11 1 3 16" x 0.219" WT X -42
\ \ \
GEO -CORE B -1 \
STA. 8 +02 \
OFFSET = -7.4 \
PROPOSED EXISTING 50' r� °" O °�/ �\ 30' 05' — _ an an ■�o� ♦ /
TEMPORARY WORKSPACE , / GAS EASEMENT _1 V 0 12' x 20' + ♦ \ \
� � BORE PIT o ■ so +- `
/ PROPOSED / - - - -- o -- -'%o `co —�` ` -�.�RE PIT °� ♦ ♦ ♦ \
PERMANENT EASEMENT STA. 2 +59 � ° ■ +
BEGIN NEW 16" GAS LINE INSTALL NEW/FARM TAPS _ � � C) L0 `�' - - - - -- J XG G ` Gp� XG _' �px `` ♦ ♦ /
STA. 0 +00 = �j� ■ o+ ■ / - - _ _ 55 ° ` ♦ - /
STA. 5595 +57 5 s�HE�E�C i °
co M _
���� ��!ro' 16'_ 5555X5 - / __ - - -__ \\ °° y , o ' `�♦ ♦ ♦ \
7 -WET i X� i O - -� � , N ( HI� CD
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GAS ®G�'s c+:) _____-- - - - -LO / – °" \\ / / / / / AV V / � Q-5 �� \\
v ��co. ♦ PROPOSED
EXISTING 16" GAS LINE----- - - - - -- / °" \ �,� h.w �♦ ♦ v
Q o (TO REMAIN) rn __--- - --- -- �' - ' °N \ , = = \ ♦ TEMPORARY WORKSPACE 041* - -\ a -�
L0 L0 - -- x/ `\ -- -� \ \ �, -07 ♦ per ••. PROPOSED
- - - - -- EXISTING 16" GAS LINE _ Q \ 00% O ♦ • \
PORTION TO BE ABANDONED ` x ,- x ` ♦ .• PERMANENT EASEMENT '�
( ) \ \ ..,.,.. �Oo \ - -- ••. STA. 13 +83
\ \ `\ 6 ♦ ♦ ♦ ♦ •• INSTALL NEWFF KM TAP /
° \ ,/ ` p�� ��,��' /END NEW 16" GAS LINE
` �(P\ , �coo� ,\0`X *,''C ��� STA. 14 +43 =
\ ♦ ♦ �� STA.5610 +09
N *ss
/ \ \
O O
s ,♦ •
• EXISTING 50'
°x •
EXISTING 16" GAS LINE
GAS EASEMENT
PLAN (PORTION TO BE ABANDONED)
ALIGNMENT PLAN \ EXISTING 30' o qs
SCALE: 1" = 50' \ \ \ ` ACCESS EASEMENT '\ o G46
GRAPHIC SCALE (IN FEET) ` \ / \ \\ yVJ`� \G4S \
50 0 25 50 100 \ \
\ \ Gqs
EXISTING 16" GAS LINE
1 inch = 50 ft. \ / \ /� \ (TO REMAIN) °o \Qws
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VERTICAL SCALE: 1" = 5' a -,- -- -` --
HORIZONTAL SCALE: 1" = 50' c/) o
210 -
200 -
190 -
180 -
+ z o ,\
co
�
11 11 U) GEO - CORE B -1
O O Q O STA. 8 +01.7
c7 U = � U SURF. ELEV = 206.2 / \�
z w p ,, -'
a. � TERM ELEV = 176.2
\ Zo
U) O O OFFSET 7.41- �.'��- S! \ J +o
° LLJ ���/ \` M Q
-` oo� .I
o - -, U)
_ -
\�� LOOSE �� 0 O II
SAND 3 -4 -4 Q F- M
4' MIN. COVER \\ LL
Q F-
2 -2 -2
N =4 \\ W
–� 16" VERY LOOSE Z
/
SAND `
/ 2 -3 -4 `
W f' / N =7 `
Lo
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cn
M N /
0 I I / / 2 -5 -4
co /' N_9
07
o w �� co) 4' MIN. COVER
z o 'y �\� '`� END BORE 16"
w Q ,� � (D 1
~ /•- c�\1 5-7-10 STA. = 8 +10
z Z .' m t- " N =17 INV. EL. = 196.43
,/ Z 11 w
/
/ w z _
Co. cn ?
--------- - - - - --
- -- --------- - - - - - -- 7 -9 -8
N =17
FIRM
4 MIN COVER SAND
�/�• 16, 11 -10 -6
N =16
N � N 00 00 N � 00 0) N M ( -
f� 0 0 � O 0O 0 M 0 M CO t7]116 0 0 0 0 � N C N C N 0 N 0 1 N D N N
0 +00 1 +00 2 +00 3 +00 4 +00 5 +00 6 +00 7 +00 8 +00 9 +00 10 +00
I� ct I O M co �
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11 +00 12 +00 13 +00 14 +00
- 220
- 210
- 200
- 190
- 180
REVISION PREPARED BY: \ I I / SCALE: DESIGNED BY:
REV DATE DESCRIPTION • a f, AS SHOWN SWH PNG 2014 CLASS LOCATION REPLACEMENT
ENERGY LAND & INFRASTRUCTURE ROBESON COUNTY, NORTH CAROLINA
� ISSUE DATE: DRAWN BY:
MATERIAL SUMMARY , ® 1015 PASSPORT WAY • CARY, NORTH CAROLINA 27513 MARCH 13, 2015 CAJ
Piedmont _ SITE 1 -RED HILLS ROAD
MK NO QTY CAT # DESCRIPTION MK NO QTY CAT # DESCRIPTION __ _ ELI PROJECT NO: CHECKED BY:
1 1,359' TBD 16".375 WT X -65 CFB DRL PIPE 8 0 TBD 16" WXW ANSI 600 GEAR BALL VALVE W /10' EXT. 919- 234 -1974 WWW.ELI- LLC.COM • LICENSE # P -1289 _ - 14 -21 -3007 SWH STA. 5595 +57 TO STA. 5610 +09
2 84' 16771 16" .375 WT X -65 CFB /PC DRL PIPE 9 2 16488 6 "X2" WELD RED. COUPLING STD WT Y -52 Natural Gas CLIENT:
3 2 16"X3'.375 WT .219 WT X -65 TRANS. PIPE 10 2 12792 2".154 WT X -52 CFB DRL PIPE PIEDMONT NATURAL GAS ISSUE FOR CONSTRUCTION
4 0 16762 16" 90° WELD ELL FS 3R Y -52 11 2 15180 2" WXW ANSI 600 KEY COATED BALL VALVE Knowat below.
5 0 16763 16 "45 °WELD ELL FS 3R Y-52 ENGINEERS SURVEYORS INFRASTRUCTURE ENVIRONMENTAL CLIENT PROJECT NO:
6 0 16650 16 "X16 "X16" WELD BARRED TEE Y -70 Callbefore you dig. N A S H V I L L E , T E N N E S S E E CARY , NORTH CAROLINA i; 2239872 REVISION: DRAWING NO: - - -- 3007 -01 -005
7 2 16652 16"X1 6"X6".375X.280 WT WELD BBT Y -70 I I
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0 �
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� TRACT 1 TRACT 2 TRACT 3 TRACT 4 TRACT 5 TRACT 6 TRACT 7
W
z NATHAN R. BRYANT & CAROL GLENN JACKIE DEAN ANNIE L. ZIATA RICHARD LYNNE EARL
GOLDIE R. LOCKLEAR HARRIS HUNT LOCKLEAR BULLARD CHANCE CHAVIS
0 D.B. 452, PG. 251 D.B. 1271, PG. 446 D.B. 1683, PG. 389 D.B. 601, PG. 736 D.B. 579, PG. 940 D.B. 1340, PG. 278 D.B. 671, PG. 278
H 16" x 0.219" WT X -42 po O 7 9 11 O O O2 O O 7 9 11 1 3 16" x 0.219" WT X -42
\ \ \
GEO -CORE B -1 \
STA. 8 +02 \
OFFSET = -7.4 \
PROPOSED EXISTING 50' r� °" O °�/ �\ 30' 05' — _ an an ■�o� ♦ /
TEMPORARY WORKSPACE , / GAS EASEMENT _1 V 0 12' x 20' + ♦ \ \
� � BORE PIT o ■ so +- `
/ PROPOSED / - - - -- o -- -'%o `co —�` ` -�.�RE PIT °� ♦ ♦ ♦ \
PERMANENT EASEMENT STA. 2 +59 � ° ■ +
BEGIN NEW 16" GAS LINE INSTALL NEW/FARM TAPS _ � � C) L0 `�' - - - - -- J XG G ` Gp� XG _' �px `` ♦ ♦ /
STA. 0 +00 = �j� ■ o+ ■ / - - _ _ 55 ° ` ♦ - /
STA. 5595 +57 5 s�HE�E�C i °
co M _
���� ��!ro' 16'_ 5555X5 - / __ - - -__ \\ °° y , o ' `�♦ ♦ ♦ \
7 -WET i X� i O - -� � , N ( HI� CD
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-X! IO�WET x –_– \ \
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_ _ i
GAS ®G�'s c+:) _____-- - - - -LO / – °" \\ / / / / / AV V / � Q-5 �� \\
v ��co. ♦ PROPOSED
EXISTING 16" GAS LINE----- - - - - -- / °" \ �,� h.w �♦ ♦ v
Q o (TO REMAIN) rn __--- - --- -- �' - ' °N \ , = = \ ♦ TEMPORARY WORKSPACE 041* - -\ a -�
L0 L0 - -- x/ `\ -- -� \ \ �, -07 ♦ per ••. PROPOSED
- - - - -- EXISTING 16" GAS LINE _ Q \ 00% O ♦ • \
PORTION TO BE ABANDONED ` x ,- x ` ♦ .• PERMANENT EASEMENT '�
( ) \ \ ..,.,.. �Oo \ - -- ••. STA. 13 +83
\ \ `\ 6 ♦ ♦ ♦ ♦ •• INSTALL NEWFF KM TAP /
° \ ,/ ` p�� ��,��' /END NEW 16" GAS LINE
` �(P\ , �coo� ,\0`X *,''C ��� STA. 14 +43 =
\ ♦ ♦ �� STA.5610 +09
N *ss
/ \ \
O O
s ,♦ •
• EXISTING 50'
°x •
EXISTING 16" GAS LINE
GAS EASEMENT
PLAN (PORTION TO BE ABANDONED)
ALIGNMENT PLAN \ EXISTING 30' o qs
SCALE: 1" = 50' \ \ \ ` ACCESS EASEMENT '\ o G46
GRAPHIC SCALE (IN FEET) ` \ / \ \\ yVJ`� \G4S \
50 0 25 50 100 \ \
\ \ Gqs
EXISTING 16" GAS LINE
1 inch = 50 ft. \ / \ /� \ (TO REMAIN) °o \Qws
ZA
W
J_
11
O
ry
a_
220
co
00
S
I I
F-
d >Z
N +
PROFILE
VERTICAL SCALE: 1" = 5' a -,- -- -` --
HORIZONTAL SCALE: 1" = 50' c/) o
210 -
200 -
190 -
180 -
+ z o ,\
co
�
11 11 U) GEO - CORE B -1
O O Q O STA. 8 +01.7
c7 U = � U SURF. ELEV = 206.2 / \�
z w p ,, -'
a. � TERM ELEV = 176.2
\ Zo
U) O O OFFSET 7.41- �.'��- S! \ J +o
° LLJ ���/ \` M Q
-` oo� .I
o - -, U)
_ -
\�� LOOSE �� 0 O II
SAND 3 -4 -4 Q F- M
4' MIN. COVER \\ LL
Q F-
2 -2 -2
N =4 \\ W
–� 16" VERY LOOSE Z
/
SAND `
/ 2 -3 -4 `
W f' / N =7 `
Lo
L ) /�/ 84 L.F. - CONVENTIONAL OR
cn
M N /
0 I I / / 2 -5 -4
co /' N_9
07
o w �� co) 4' MIN. COVER
z o 'y �\� '`� END BORE 16"
w Q ,� � (D 1
~ /•- c�\1 5-7-10 STA. = 8 +10
z Z .' m t- " N =17 INV. EL. = 196.43
,/ Z 11 w
/
/ w z _
Co. cn ?
--------- - - - - --
- -- --------- - - - - - -- 7 -9 -8
N =17
FIRM
4 MIN COVER SAND
�/�• 16, 11 -10 -6
N =16
N � N 00 00 N � 00 0) N M ( -
f� 0 0 � O 0O 0 M 0 M CO t7]116 0 0 0 0 � N C N C N 0 N 0 1 N D N N
0 +00 1 +00 2 +00 3 +00 4 +00 5 +00 6 +00 7 +00 8 +00 9 +00 10 +00
I� ct I O M co �
d d
O O ch M O O
p CD M 0
N N N N — r r T
11 +00 12 +00 13 +00 14 +00
- 220
- 210
- 200
- 190
- 180
REVISION PREPARED BY: \ I I / SCALE: DESIGNED BY:
REV DATE DESCRIPTION • a f, AS SHOWN SWH PNG 2014 CLASS LOCATION REPLACEMENT
ENERGY LAND & INFRASTRUCTURE ROBESON COUNTY, NORTH CAROLINA
� ISSUE DATE: DRAWN BY:
MATERIAL SUMMARY , ® 1015 PASSPORT WAY • CARY, NORTH CAROLINA 27513 MARCH 13, 2015 CAJ
Piedmont _ SITE 1 -RED HILLS ROAD
MK NO QTY CAT # DESCRIPTION MK NO QTY CAT # DESCRIPTION __ _ ELI PROJECT NO: CHECKED BY:
1 1,359' TBD 16".375 WT X -65 CFB DRL PIPE 8 0 TBD 16" WXW ANSI 600 GEAR BALL VALVE W /10' EXT. 919- 234 -1974 WWW.ELI- LLC.COM • LICENSE # P -1289 _ - 14 -21 -3007 SWH STA. 5595 +57 TO STA. 5610 +09
2 84' 16771 16" .375 WT X -65 CFB /PC DRL PIPE 9 2 16488 6 "X2" WELD RED. COUPLING STD WT Y -52 Natural Gas CLIENT:
3 2 16"X3'.375 WT .219 WT X -65 TRANS. PIPE 10 2 12792 2".154 WT X -52 CFB DRL PIPE PIEDMONT NATURAL GAS ISSUE FOR CONSTRUCTION
4 0 16762 16" 90° WELD ELL FS 3R Y -52 11 2 15180 2" WXW ANSI 600 KEY COATED BALL VALVE Knowat below.
5 0 16763 16 "45 °WELD ELL FS 3R Y-52 ENGINEERS SURVEYORS INFRASTRUCTURE ENVIRONMENTAL CLIENT PROJECT NO:
6 0 16650 16 "X16 "X16" WELD BARRED TEE Y -70 Callbefore you dig. N A S H V I L L E , T E N N E S S E E CARY , NORTH CAROLINA i; 2239872 REVISION: DRAWING NO: - - -- 3007 -01 -005
7 2 16652 16"X1 6"X6".375X.280 WT WELD BBT Y -70 I I
H 16" x 0.219" WT X -42 po O 7 9 11 O O O2 O O 7 9 11 1 3 16" x 0.219" WT X -42
\ \ \
GEO -CORE B -1 \
STA. 8 +02 \
OFFSET = -7.4 \
PROPOSED EXISTING 50' r� °" O °�/ �\ 30' 05' — _ an an ■�o� ♦ /
TEMPORARY WORKSPACE , / GAS EASEMENT _1 V 0 12' x 20' + ♦ \ \
� � BORE PIT o ■ so +- `
/ PROPOSED / - - - -- o -- -'%o `co —�` ` -�.�RE PIT °� ♦ ♦ ♦ \
PERMANENT EASEMENT STA. 2 +59 � ° ■ +
BEGIN NEW 16" GAS LINE INSTALL NEW/FARM TAPS _ � � C) L0 `�' - - - - -- J XG G ` Gp� XG _' �px `` ♦ ♦ /
STA. 0 +00 = �j� ■ o+ ■ / - - _ _ 55 ° ` ♦ - /
STA. 5595 +57 5 s�HE�E�C i °
co M _
���� ��!ro' 16'_ 5555X5 - / __ - - -__ \\ °° y , o ' `�♦ ♦ ♦ \
7 -WET i X� i O - -� � , N ( HI� CD
' Oy +
-X! IO�WET x –_– \ \
0010 L0 011111111,
_ v v �/� _ _
rte°= -N % cy)
�o Q0 -
°
AC d�
GAS o _ _ _ - - - 1.0 DO -Y\,p\ ` I OO ♦ ,.✓`' \ `
_ _ i
GAS ®G�'s c+:) _____-- - - - -LO / – °" \\ / / / / / AV V / � Q-5 �� \\
v ��co. ♦ PROPOSED
EXISTING 16" GAS LINE----- - - - - -- / °" \ �,� h.w �♦ ♦ v
Q o (TO REMAIN) rn __--- - --- -- �' - ' °N \ , = = \ ♦ TEMPORARY WORKSPACE 041* - -\ a -�
L0 L0 - -- x/ `\ -- -� \ \ �, -07 ♦ per ••. PROPOSED
- - - - -- EXISTING 16" GAS LINE _ Q \ 00% O ♦ • \
PORTION TO BE ABANDONED ` x ,- x ` ♦ .• PERMANENT EASEMENT '�
( ) \ \ ..,.,.. �Oo \ - -- ••. STA. 13 +83
\ \ `\ 6 ♦ ♦ ♦ ♦ •• INSTALL NEWFF KM TAP /
° \ ,/ ` p�� ��,��' /END NEW 16" GAS LINE
` �(P\ , �coo� ,\0`X *,''C ��� STA. 14 +43 =
\ ♦ ♦ �� STA.5610 +09
N *ss
/ \ \
O O
s ,♦ •
• EXISTING 50'
°x •
EXISTING 16" GAS LINE
GAS EASEMENT
PLAN (PORTION TO BE ABANDONED)
ALIGNMENT PLAN \ EXISTING 30' o qs
SCALE: 1" = 50' \ \ \ ` ACCESS EASEMENT '\ o G46
GRAPHIC SCALE (IN FEET) ` \ / \ \\ yVJ`� \G4S \
50 0 25 50 100 \ \
\ \ Gqs
EXISTING 16" GAS LINE
1 inch = 50 ft. \ / \ /� \ (TO REMAIN) °o \Qws
ZA
W
J_
11
O
ry
a_
220
co
00
S
I I
F-
d >Z
N +
PROFILE
VERTICAL SCALE: 1" = 5' a -,- -- -` --
HORIZONTAL SCALE: 1" = 50' c/) o
210 -
200 -
190 -
180 -
+ z o ,\
co
�
11 11 U) GEO - CORE B -1
O O Q O STA. 8 +01.7
c7 U = � U SURF. ELEV = 206.2 / \�
z w p ,, -'
a. � TERM ELEV = 176.2
\ Zo
U) O O OFFSET 7.41- �.'��- S! \ J +o
° LLJ ���/ \` M Q
-` oo� .I
o - -, U)
_ -
\�� LOOSE �� 0 O II
SAND 3 -4 -4 Q F- M
4' MIN. COVER \\ LL
Q F-
2 -2 -2
N =4 \\ W
–� 16" VERY LOOSE Z
/
SAND `
/ 2 -3 -4 `
W f' / N =7 `
Lo
L ) /�/ 84 L.F. - CONVENTIONAL OR
cn
M N /
0 I I / / 2 -5 -4
co /' N_9
07
o w �� co) 4' MIN. COVER
z o 'y �\� '`� END BORE 16"
w Q ,� � (D 1
~ /•- c�\1 5-7-10 STA. = 8 +10
z Z .' m t- " N =17 INV. EL. = 196.43
,/ Z 11 w
/
/ w z _
Co. cn ?
--------- - - - - --
- -- --------- - - - - - -- 7 -9 -8
N =17
FIRM
4 MIN COVER SAND
�/�• 16, 11 -10 -6
N =16
N � N 00 00 N � 00 0) N M ( -
f� 0 0 � O 0O 0 M 0 M CO t7]116 0 0 0 0 � N C N C N 0 N 0 1 N D N N
0 +00 1 +00 2 +00 3 +00 4 +00 5 +00 6 +00 7 +00 8 +00 9 +00 10 +00
I� ct I O M co �
d d
O O ch M O O
p CD M 0
N N N N — r r T
11 +00 12 +00 13 +00 14 +00
- 220
- 210
- 200
- 190
- 180
REVISION PREPARED BY: \ I I / SCALE: DESIGNED BY:
REV DATE DESCRIPTION • a f, AS SHOWN SWH PNG 2014 CLASS LOCATION REPLACEMENT
ENERGY LAND & INFRASTRUCTURE ROBESON COUNTY, NORTH CAROLINA
� ISSUE DATE: DRAWN BY:
MATERIAL SUMMARY , ® 1015 PASSPORT WAY • CARY, NORTH CAROLINA 27513 MARCH 13, 2015 CAJ
Piedmont _ SITE 1 -RED HILLS ROAD
MK NO QTY CAT # DESCRIPTION MK NO QTY CAT # DESCRIPTION __ _ ELI PROJECT NO: CHECKED BY:
1 1,359' TBD 16".375 WT X -65 CFB DRL PIPE 8 0 TBD 16" WXW ANSI 600 GEAR BALL VALVE W /10' EXT. 919- 234 -1974 WWW.ELI- LLC.COM • LICENSE # P -1289 _ - 14 -21 -3007 SWH STA. 5595 +57 TO STA. 5610 +09
2 84' 16771 16" .375 WT X -65 CFB /PC DRL PIPE 9 2 16488 6 "X2" WELD RED. COUPLING STD WT Y -52 Natural Gas CLIENT:
3 2 16"X3'.375 WT .219 WT X -65 TRANS. PIPE 10 2 12792 2".154 WT X -52 CFB DRL PIPE PIEDMONT NATURAL GAS ISSUE FOR CONSTRUCTION
4 0 16762 16" 90° WELD ELL FS 3R Y -52 11 2 15180 2" WXW ANSI 600 KEY COATED BALL VALVE Knowat below.
5 0 16763 16 "45 °WELD ELL FS 3R Y-52 ENGINEERS SURVEYORS INFRASTRUCTURE ENVIRONMENTAL CLIENT PROJECT NO:
6 0 16650 16 "X16 "X16" WELD BARRED TEE Y -70 Callbefore you dig. N A S H V I L L E , T E N N E S S E E CARY , NORTH CAROLINA i; 2239872 REVISION: DRAWING NO: - - -- 3007 -01 -005
7 2 16652 16"X1 6"X6".375X.280 WT WELD BBT Y -70 I I
PROFILE
VERTICAL SCALE: 1" = 5' a -,- -- -` --
HORIZONTAL SCALE: 1" = 50' c/) o
210 -
200 -
190 -
180 -
+ z o ,\
co
�
11 11 U) GEO - CORE B -1
O O Q O STA. 8 +01.7
c7 U = � U SURF. ELEV = 206.2 / \�
z w p ,, -'
a. � TERM ELEV = 176.2
\ Zo
U) O O OFFSET 7.41- �.'��- S! \ J +o
° LLJ ���/ \` M Q
-` oo� .I
o - -, U)
_ -
\�� LOOSE �� 0 O II
SAND 3 -4 -4 Q F- M
4' MIN. COVER \\ LL
Q F-
2 -2 -2
N =4 \\ W
–� 16" VERY LOOSE Z
/
SAND `
/ 2 -3 -4 `
W f' / N =7 `
Lo
L ) /�/ 84 L.F. - CONVENTIONAL OR
cn
M N /
0 I I / / 2 -5 -4
co /' N_9
07
o w �� co) 4' MIN. COVER
z o 'y �\� '`� END BORE 16"
w Q ,� � (D 1
~ /•- c�\1 5-7-10 STA. = 8 +10
z Z .' m t- " N =17 INV. EL. = 196.43
,/ Z 11 w
/
/ w z _
Co. cn ?
--------- - - - - --
- -- --------- - - - - - -- 7 -9 -8
N =17
FIRM
4 MIN COVER SAND
�/�• 16, 11 -10 -6
N =16
N � N 00 00 N � 00 0) N M ( -
f� 0 0 � O 0O 0 M 0 M CO t7]116 0 0 0 0 � N C N C N 0 N 0 1 N D N N
0 +00 1 +00 2 +00 3 +00 4 +00 5 +00 6 +00 7 +00 8 +00 9 +00 10 +00
I� ct I O M co �
d d
O O ch M O O
p CD M 0
N N N N — r r T
11 +00 12 +00 13 +00 14 +00
- 220
- 210
- 200
- 190
- 180
REVISION PREPARED BY: \ I I / SCALE: DESIGNED BY:
REV DATE DESCRIPTION • a f, AS SHOWN SWH PNG 2014 CLASS LOCATION REPLACEMENT
ENERGY LAND & INFRASTRUCTURE ROBESON COUNTY, NORTH CAROLINA
� ISSUE DATE: DRAWN BY:
MATERIAL SUMMARY , ® 1015 PASSPORT WAY • CARY, NORTH CAROLINA 27513 MARCH 13, 2015 CAJ
Piedmont _ SITE 1 -RED HILLS ROAD
MK NO QTY CAT # DESCRIPTION MK NO QTY CAT # DESCRIPTION __ _ ELI PROJECT NO: CHECKED BY:
1 1,359' TBD 16".375 WT X -65 CFB DRL PIPE 8 0 TBD 16" WXW ANSI 600 GEAR BALL VALVE W /10' EXT. 919- 234 -1974 WWW.ELI- LLC.COM • LICENSE # P -1289 _ - 14 -21 -3007 SWH STA. 5595 +57 TO STA. 5610 +09
2 84' 16771 16" .375 WT X -65 CFB /PC DRL PIPE 9 2 16488 6 "X2" WELD RED. COUPLING STD WT Y -52 Natural Gas CLIENT:
3 2 16"X3'.375 WT .219 WT X -65 TRANS. PIPE 10 2 12792 2".154 WT X -52 CFB DRL PIPE PIEDMONT NATURAL GAS ISSUE FOR CONSTRUCTION
4 0 16762 16" 90° WELD ELL FS 3R Y -52 11 2 15180 2" WXW ANSI 600 KEY COATED BALL VALVE Knowat below.
5 0 16763 16 "45 °WELD ELL FS 3R Y-52 ENGINEERS SURVEYORS INFRASTRUCTURE ENVIRONMENTAL CLIENT PROJECT NO:
6 0 16650 16 "X16 "X16" WELD BARRED TEE Y -70 Callbefore you dig. N A S H V I L L E , T E N N E S S E E CARY , NORTH CAROLINA i; 2239872 REVISION: DRAWING NO: - - -- 3007 -01 -005
7 2 16652 16"X1 6"X6".375X.280 WT WELD BBT Y -70 I I
FIRM
4 MIN COVER SAND
�/�• 16, 11 -10 -6
N =16
N � N 00 00 N � 00 0) N M ( -
f� 0 0 � O 0O 0 M 0 M CO t7]116 0 0 0 0 � N C N C N 0 N 0 1 N D N N
0 +00 1 +00 2 +00 3 +00 4 +00 5 +00 6 +00 7 +00 8 +00 9 +00 10 +00
I� ct I O M co �
d d
O O ch M O O
p CD M 0
N N N N — r r T
11 +00 12 +00 13 +00 14 +00
- 220
- 210
- 200
- 190
- 180
REVISION PREPARED BY: \ I I / SCALE: DESIGNED BY:
REV DATE DESCRIPTION • a f, AS SHOWN SWH PNG 2014 CLASS LOCATION REPLACEMENT
ENERGY LAND & INFRASTRUCTURE ROBESON COUNTY, NORTH CAROLINA
� ISSUE DATE: DRAWN BY:
MATERIAL SUMMARY , ® 1015 PASSPORT WAY • CARY, NORTH CAROLINA 27513 MARCH 13, 2015 CAJ
Piedmont _ SITE 1 -RED HILLS ROAD
MK NO QTY CAT # DESCRIPTION MK NO QTY CAT # DESCRIPTION __ _ ELI PROJECT NO: CHECKED BY:
1 1,359' TBD 16".375 WT X -65 CFB DRL PIPE 8 0 TBD 16" WXW ANSI 600 GEAR BALL VALVE W /10' EXT. 919- 234 -1974 WWW.ELI- LLC.COM • LICENSE # P -1289 _ - 14 -21 -3007 SWH STA. 5595 +57 TO STA. 5610 +09
2 84' 16771 16" .375 WT X -65 CFB /PC DRL PIPE 9 2 16488 6 "X2" WELD RED. COUPLING STD WT Y -52 Natural Gas CLIENT:
3 2 16"X3'.375 WT .219 WT X -65 TRANS. PIPE 10 2 12792 2".154 WT X -52 CFB DRL PIPE PIEDMONT NATURAL GAS ISSUE FOR CONSTRUCTION
4 0 16762 16" 90° WELD ELL FS 3R Y -52 11 2 15180 2" WXW ANSI 600 KEY COATED BALL VALVE Knowat below.
5 0 16763 16 "45 °WELD ELL FS 3R Y-52 ENGINEERS SURVEYORS INFRASTRUCTURE ENVIRONMENTAL CLIENT PROJECT NO:
6 0 16650 16 "X16 "X16" WELD BARRED TEE Y -70 Callbefore you dig. N A S H V I L L E , T E N N E S S E E CARY , NORTH CAROLINA i; 2239872 REVISION: DRAWING NO: - - -- 3007 -01 -005
7 2 16652 16"X1 6"X6".375X.280 WT WELD BBT Y -70 I I
I� ct I O M co �
d d
O O ch M O O
p CD M 0
N N N N — r r T
11 +00 12 +00 13 +00 14 +00
- 220
- 210
- 200
- 190
- 180
REVISION PREPARED BY: \ I I / SCALE: DESIGNED BY:
REV DATE DESCRIPTION • a f, AS SHOWN SWH PNG 2014 CLASS LOCATION REPLACEMENT
ENERGY LAND & INFRASTRUCTURE ROBESON COUNTY, NORTH CAROLINA
� ISSUE DATE: DRAWN BY:
MATERIAL SUMMARY , ® 1015 PASSPORT WAY • CARY, NORTH CAROLINA 27513 MARCH 13, 2015 CAJ
Piedmont _ SITE 1 -RED HILLS ROAD
MK NO QTY CAT # DESCRIPTION MK NO QTY CAT # DESCRIPTION __ _ ELI PROJECT NO: CHECKED BY:
1 1,359' TBD 16".375 WT X -65 CFB DRL PIPE 8 0 TBD 16" WXW ANSI 600 GEAR BALL VALVE W /10' EXT. 919- 234 -1974 WWW.ELI- LLC.COM • LICENSE # P -1289 _ - 14 -21 -3007 SWH STA. 5595 +57 TO STA. 5610 +09
2 84' 16771 16" .375 WT X -65 CFB /PC DRL PIPE 9 2 16488 6 "X2" WELD RED. COUPLING STD WT Y -52 Natural Gas CLIENT:
3 2 16"X3'.375 WT .219 WT X -65 TRANS. PIPE 10 2 12792 2".154 WT X -52 CFB DRL PIPE PIEDMONT NATURAL GAS ISSUE FOR CONSTRUCTION
4 0 16762 16" 90° WELD ELL FS 3R Y -52 11 2 15180 2" WXW ANSI 600 KEY COATED BALL VALVE Knowat below.
5 0 16763 16 "45 °WELD ELL FS 3R Y-52 ENGINEERS SURVEYORS INFRASTRUCTURE ENVIRONMENTAL CLIENT PROJECT NO:
6 0 16650 16 "X16 "X16" WELD BARRED TEE Y -70 Callbefore you dig. N A S H V I L L E , T E N N E S S E E CARY , NORTH CAROLINA i; 2239872 REVISION: DRAWING NO: - - -- 3007 -01 -005
7 2 16652 16"X1 6"X6".375X.280 WT WELD BBT Y -70 I I
- 220
- 210
- 200
- 190
- 180
REVISION PREPARED BY: \ I I / SCALE: DESIGNED BY:
REV DATE DESCRIPTION • a f, AS SHOWN SWH PNG 2014 CLASS LOCATION REPLACEMENT
ENERGY LAND & INFRASTRUCTURE ROBESON COUNTY, NORTH CAROLINA
� ISSUE DATE: DRAWN BY:
MATERIAL SUMMARY , ® 1015 PASSPORT WAY • CARY, NORTH CAROLINA 27513 MARCH 13, 2015 CAJ
Piedmont _ SITE 1 -RED HILLS ROAD
MK NO QTY CAT # DESCRIPTION MK NO QTY CAT # DESCRIPTION __ _ ELI PROJECT NO: CHECKED BY:
1 1,359' TBD 16".375 WT X -65 CFB DRL PIPE 8 0 TBD 16" WXW ANSI 600 GEAR BALL VALVE W /10' EXT. 919- 234 -1974 WWW.ELI- LLC.COM • LICENSE # P -1289 _ - 14 -21 -3007 SWH STA. 5595 +57 TO STA. 5610 +09
2 84' 16771 16" .375 WT X -65 CFB /PC DRL PIPE 9 2 16488 6 "X2" WELD RED. COUPLING STD WT Y -52 Natural Gas CLIENT:
3 2 16"X3'.375 WT .219 WT X -65 TRANS. PIPE 10 2 12792 2".154 WT X -52 CFB DRL PIPE PIEDMONT NATURAL GAS ISSUE FOR CONSTRUCTION
4 0 16762 16" 90° WELD ELL FS 3R Y -52 11 2 15180 2" WXW ANSI 600 KEY COATED BALL VALVE Knowat below.
5 0 16763 16 "45 °WELD ELL FS 3R Y-52 ENGINEERS SURVEYORS INFRASTRUCTURE ENVIRONMENTAL CLIENT PROJECT NO:
6 0 16650 16 "X16 "X16" WELD BARRED TEE Y -70 Callbefore you dig. N A S H V I L L E , T E N N E S S E E CARY , NORTH CAROLINA i; 2239872 REVISION: DRAWING NO: - - -- 3007 -01 -005
7 2 16652 16"X1 6"X6".375X.280 WT WELD BBT Y -70 I I

d
0
N
r7
z
Q
0
Z
0
0
0
0
0
0
3
0
i
0
Q
ii
0
0
AOL
\
- \
Ilk
AW41
S
I \F 1
FLOWjam
ARROW (TYP.) .' �
ET
-GASH I 1 I \- - - - - - - - _ mil �•1-T
5u
-T
1�1 BIS-GAS \ - -- G --G
INSTALL CONSTRUCTION
ENTRANCE, SEE DETAIL 1,
SHEET 3007 -00 -003
Ifn cas�cas cas G -G G� \ I I �_
- GAS- GAG�GAS G�� G -GG 1 1 _ i J/ / - { _ _ w,_ ���'� ° '� - =� �' "^- \`. \ \\ \•�
AS GAG GAS 1_GAS ` 'I I - ,_�G
-� )
/ - - - - - -_ - -_ - _-1�� _� - - - - -- -_� / -GAS
I
- - - ` - - �° ♦ 1 RNs �AS� / c
d
� - - - - - - - - - - - 1 / 1 GAG
h s
84 8 /86 .� � � �o G -GAS -G
l ^ cV ~ o GAS
/ g° _ \ GPOND _ �- iGAS \ G G\ \ 1 \ \
.� / _ _ -r - / ! I °T� °�����° I /o micas
oo o GASGAS-
/ °� --GAS
GV Gas GAS -♦
r w / GAG
�- __________ �_ SILT FENCE (TYP.) I 1 1\ I
- - --= ' (SEE EPSC DETAILS SHEET) EXISTING
CONTOURS (TYP.) I \\\ SAFETY FENCE (TYP.) \ I\
I \
1 1 I
0
I \
1 \ \
1 \
I 1 \
I \
1 \
I 1 \
1 \
I 1
I 1 \
i
W I _� �3
rr
I \
1 \
I \
I
low,
\
I --
N
GRAPHIC SCALE (IN FEET)
60 0 30 60 120
1 inch = 60 ft.
GrCUJIUIV UUN I MUL
SCALE: 1" = 60'
t
�l p
r
dim
p _
I
Y I
\l
r 10
it,
a
THE SOILS IN THE PROJECT AREA INCLUDE:
• NoA - NORFOLK LOAMY SAND, 0 TO 2 PERCENT SLOPES
• Pt - PORTSMOUTH LOAM
• WkB - WAKULLA SAND, 0 TO 6 PERCENT SLOPES
PERMANENT EASEMENT
TEMPORARY WORKSPACE
1
I
1
1
I
\
I
I
I
I
1
1
I
I
I
I
I
1 -
I
1
1
I
I
I
- � 1
I
1 '
I '
yam[ I
\ ` I
/ F 1
^A IL
n I
LIMITS OF DISTURBANCE
Aft
a
\ 214 \ // \ ♦c 8 1 1
\ Po ,-
'
\ \ r I
TEMPORARY
yS\ RESIDENTIAL I
j IN �a, \cqs \♦ �\ ACCESS 11
I
1 v INSTALL CONSTRUCTION
N 198
I \
I
r'
\ \ ENTRANCE, SEE DETAIL 1, V -
\ SHEET 3007 -00 -003 /
\
\ / ,
FZO \NS p
c, ,0
0�9
/
I_ s�
I.qA
PROJECT DESCRIPTION
THE PROPOSED PROJECT WILL REPLACE 7 PORTIONS OF NATURAL GAS
PIPELINE ALONG PIEDMONT NATURAL GAS' LINE 1. THE DISTURBED AREA IS
APPROXIMATELY 2.96 ACRES.
EXISTING SITE CONDITIONS
THE SITE IS COMPRISED OF GRASSED RESIDENTIAL; EXISTING UTILITY
EASEMENTS; AND EXISTING ROAD R.O.W.
SCHEDULE
CONSTRUCTION OF THE PIPELINE IS SCHEDULED TO BEGIN APRIL 2015 AND BE
COMPLETE BY DECEMBER 2015.
EROSION AND SEDIMENT CONTROL NARRATIVE
THE EROSION AND SEDIMENT CONTROL MEASURES FOR THIS PROJECT
INVOLVE THE STRATEGIC PLACEMENT OF A VARIETY OF DEVICES INCLUDING:
• SILT FENCE
• TEMPORARY GRAVEL CONSTRUCTION ENTRANCE /EXIT
MOST OF THESE DEVICES ARE TO BE INSTALLED PRIOR TO CLEARING AND
GRADING. ALL EROSION AND SEDIMENT CONTROL DEVICES SHALL BE
PROPERLY MAINTAINED DURING ALL PHASES OF CONSTRUCTION UNTIL
CONSTRUCTION ACTIVITIES HAVE CEASED AND ALL DISTURBED AREA HAVE
BEEN STABILIZED. ADDITIONAL EROSION AND SEDIMENT CONTROL DEVICES
MAY BE REQUIRED DURING CONSTRUCTION. ALL TEMPORARY CONTROL
DEVICES SHALL BE REMOVED ONCE CONSTRUCTION IS COMPLETE AND THE
SITE IS STABILIZED. DUST CONTROL ON SITE SHALL BE KEPT WITHIN
ACCEPTABLE LIMITS BY SPRINKLING WITH WATER OR OTHER ACCEPTABLE
METHODS. THE CONTRACTOR IS RESPONSIBLE FOR THE CONTROL OF
SEDIMENT ON SITE. IF THE APPROVED EROSION AND SEDIMENTATION CONTROL
MEASURES PROVE INSUFFICIENT, THE CONTRACTOR MUST TAKE THOSE
ADDITIONAL STEPS NECESSARY TO STOP SEDIMENT FROM LEAVING THE SITE.
THE PIEDMONT SITE REPRESENTATIVE MAY ADJUST EPSC PLANS BASED ON
SITE CONDITIONS IN ACCORDANCE WITH BEST MANAGEMENT PRACTICES.
CONSTRUCTION SEQUENCE
1. OBTAIN PLAN APPROVAL AND PERMITS.
2. HOLD PRE - CONSTRUCTION CONFERENCE.
3. FLAG CONSTRUCTION LIMITS.
4. INSTALL EROSION CONTROL MEASURES.
5. BEGIN CLEARING.
6. REPLACE OR INSTALL REMAINING EROSION CONTROL MEASURES.
7. BEGIN INSTALLING PIPE.
8. COMPLETED AREA SHOULD BE SEEDED WITHIN 7 DAYS AFTER PIPE HAS
BEEN INSTALLED AND FINAL GRADING OR AS SOON AS PRACTICAL. ALL
DISTURBED AREA SHALL BE SEEDED WITHIN 14 DAYS AFTER WORK HAS
CEASED.
9. ALL DISTURBED AREA SHALL BE STABILIZED WITH SEED AND STRAW,
HYDROSEEDING, OR SOD.
10. REMOVE EROSION AND SEDIMENT CONTROLS FOLLOWING FINAL INSPECTION
AND SIGNOFF FROM LOCAL STORMWATER OR ENGINEERING
REPRESENTATIVE.
11. PROVIDE PERMANENT VEGETATION.
EROSION CONTROL DEVICE NOTES
1. ALL STREAM AND /OR WETLAND CROSSING LOCATIONS NOTED ON THE PLANS
ARE APPROXIMATE.
2. SEDIMENT TRAPS SHALL BE LOCATED A MINIMUM OF 20 FEET OUTSIDE
STREAMS AND WETLANDS.
3. SILT FENCE SHALL BE INSTALLED DOWN- GRADIENT OF THE CONSTRUCTION
AREA AS NOTED ON THE PLANS AND AS SHOWN IN THE DETAILS.
4. ANY FAILURE OF ANY EROSION CONTROL DEVICE TO FUNCTION AS INTENDED
FOR ANY REASON SHALL BE REPORTED TO THE ENGINEER IMMEDIATELY.
5. ADDITIONAL EROSION CONTROL DEVICES SHALL BE INSTALLED IMMEDIATELY
AFTER GROUND DISTURBANCE OCCURS. THE LOCATION OF SOME OF THE
EROSION CONTROL DEVICES MAY HAVE TO BE ALTERED FROM THAT SHOWN
ON THE PLANS IF DRAINAGE PATTERNS DURING CONSTRUCTION ARE
DIFFERENT FROM THE FINAL PROPOSED DRAINAGE PATTERNS. IT IS THE
CONTRACTORS RESPONSIBILITY TO ACCOMPLISH EROSION CONTROL FOR
ALL DRAINAGE PATTERNS CREATED AT VARIOUS STAGES DURING
CONSTRUCTION.
6. BUFFER DISTURBANCES AS NOTED ON THE PLANS SHALL BE SEEDED AT A
RATE OF 20 GALLONS PER 100 L.F. OF BUFFER DISTURBANCE USING THE
FOLLOWING MIX: KENTUCKY 31 FESCUE (55 %), ENGLISH RYE (20 %), KOREAN
LESPEDEZA (15 %), GERMAN MILLET (10 %).
7. HYDROSEEDING OR CURLEX (OR APPROVED EQUAL) IS REQUIRED FOR FINAL
STABILIZATION ON STEEP SLOPES.
MAINTENANCE
1. ALL SEDIMENT AND EROSION CONTROL DEVICES INCLUDING PLANTED AREAS
SHALL BE INSPECTED AT LEAST ONCE PER WEEK AND WITHIN 24 HOURS
AFTER ANY STORM EVENT GREATER THAN A HALF INCH(DURING A 24 HOUR
PERIOD). DAMAGED OR INEFFECTIVE DEVICES SHALL BE REPAIRED OR
REPLACED AS NECESSARY BY THE END OF THE DAY.
2. CLEAN SILT BARRIERS WHEN THEY ARE APPROXIMATELY 50% OBSTRUCTED
BY SEDIMENT OR AS DIRECTED BY THE OWNER'S REPRESENTATIVE.
GENERAL NOTES
1. THE CONTRACTOR IS RESPONSIBLE FOR IMPLEMENTATION AND
MAINTENANCE OF ALL EROSION AND SEDIMENT CONTROL DEVICES.
2. ALL UNDERGROUND UTILITIES SHOULD BE LOCATED AND MARKED IN THE
FIELD PRIOR TO COMMENCING CONSTRUCTION.
3. DISTURBED AREA SHALL BE STABILIZED AS SOON AS PRACTICALLY POSSIBLE
FOR PORTIONS OF THE SITE WHERE CONSTRUCTION ACTIVITIES HAVE BEEN
COMPLETED. THESE AREAS SHALL BE STABILIZED NO LATER THAN 14 DAYS
AFTER CONSTRUCTION HAS CEASED.
4. FILL, COVER, AND TEMPORARY STABILIZATION AT THE END OF EACH DAY IS
RECOMMENDED WHERE PRACTICAL. IT IS IMPORTANT TO CLOSE AND
STABILIZE OPEN TRENCHES ON STEEP SLOPES AS SOON AS POSSIBLE.
5. CONTRACTOR SHALL REGULARLY SWEEP SITE TO AVOID TRANSPORTING
SILT OR SEDIMENT FROM SITE.
6. STREAM AND WETLANDS, IF PRESENT, SHALL BE RETURNED TO ORIGINAL
GRADE UPON COMPLETION OF CONSTRUCTION.
7. SILT FENCE SHALL REMAIN OR BE INSTALLED ALONG STREAMS FOLLOWING
PIPELINE INSTALLATION AND FINAL GRADING UNTIL THE AREA IS STABILIZED.
8. ADDITIONAL MEASURES MAY BE NECESSARY TO PROTECT AREA STREAM
AND /OR WETLANDS IF PRESENT.
9. THESE PLANS ARE FOR EROSION AND SEDIMENT CONTROL PURPOSES ONLY
AND DO NOT APPLY TO CONSTRUCTION PURPOSES.
10. IF A FRACTURE IS OBSERVED DURING THE BORING OF A STREAM CROSSING,
WORK MUST BE IMMEDIATELY HALTED, AND ALL LOST LUBRICANT /MUD MUST
BE REMOVED FROM THE STREAM. THE FRACTURE HOLE WILL BE SEALED
AND THE SITE WILL BE EVALUATED BEFORE CONTINUATION OF BORING.
11. CONTRACTOR SHALL MAINTAIN A MINIMUM VERTICAL CLEARANCE OF 24"
BETWEEN THE PIPELINE AND ALL EXISTING AND PROPOSED UTILITIES.
STANDARDS
ALL EROSION AND SEDIMENT CONTROLS SHALL BE IN ACCORDANCE WITH THE
NPDES STORMWATER DISCHARGE PERMIT FOR CONSTRUCTION ACTIVITIES AND
THE NORTH CAROLINA EROSION AND SEDIMENT CONTROL PLANNING AND
DESIGN MANUAL.
REVISION
,
, ®
K110W WI11t'S below.
Call before you dig.
Piedmont
Natural GGaIs
Owl-/ ENERGY LAND & INFRASTRUCTURE
1015 PASSPORT WAY • CARY, NORTH CAROLINA 27513
919- 234 -1974 WWW.ELI- LLC.COM LICENSE # P -1289
ENGINEERS • SURVEYORS INFRASTRUCTURE ENVIRONMENTAL
NASHVILLE, TENNESSEE CARY , NORTH CAROLINA
\ I /
�
-
_ _
-
I
SCALE:
AS SHOWN
DESIGNED BY:
SWH
PNG 2014 CLASS LOCATION REPLACEMENT
ROBESON COUNTY, NORTH CAROLINA
SITE 1 -RED HILLS ROAD
EROSION CONTROL PLAN
REV
DATE
DESCRIPTION
ISSUE DATE:
MARCH 13, 2015
DRAWN BY:
CAJ
MATERIAL SUMMARY
MK NO
QTY
CAT #
DESCRIPTION
MK NO
QTY
CAT #
DESCRIPTION
ELI PROJECT NO:
14 -21 -3007
CHECKED BY:
SWH
CLIENT:
PIEDMONT NATURAL GAS
ISSUE FOR CONSTRUCTION
1
2,748'
SILT FE
CE
2
318'
SAFET
FENCE
CLIENT PROJECT NO:
2239872
REVISION: - --- DRAWING NO: 3007 -01 -006

N
a
a
0
N
\
\
\
\
\
\
EXISTING 100'
RAILROAD EASEMENT
/
/
/
/
/
/
/
/
/
N
GRAPHIC SCALE (IN FEET)
100 0 50 100 200
1 inch= 100 ft.
PLAN
OVERALL SITE LAYOUT
SCALE: 1" = 100'
1
/ / \
O\
/ \ \
G
I \ \
\
qs \ \ SAS o0 \ \ 1 0 I O \
\
\ \
4 \ `
♦ \ \ \ Gqs\ �q �G1,q, Q, \ \ BEGIN NEW 16" GAS LINE
♦ \ y� \ \ STA. 0 +00 =
♦ \ cqs, O STA. 5548 +51 � \ Qi G Gqs \ qs \ EXISTING 110' \ �qs \ \ qs "vx \
GAS EASEMENT ♦ ♦ \ \ cqs \ \ c�`cn``� \ \ Q) \ \
♦ ♦ \\ cqs \ s C� \ \ 1 \
PROPOSED 35' ♦ ♦ \ \ \ \
TEMPORARY WORKSPACE cqs
♦ \ s o°
G \ I \ \
\ q's
♦ COQ ,yl\ \\Gqs \
9 \
\ \
EXISTING 16" GAS LINE ♦ ox \ \ \ \GqS \ X00 I \ 1 \
(TO REMAIN) \ ��
N�-O EXISTING 16" GAS LINE W4�1_ \ xo (TO BE ABANDONED) _ _ G EXISTING 70' \
♦s \ \ �yti — — _ GAS EASEMENT
TRACra i ♦ �� 't� �`'� O — — _ _ D.B. 1875, PG. 147
MABLE H. BROWN (LIFE ESTATE) ♦ ♦ �iQ \ \ _ _ _ x0 _ _ — _ _
C.A. BROWN JR. p ♦ \ — _ M — _ _
D.B. 511, PG. 272
PIN# 930616100100 i �' ♦ O° _ — _ _ _ _ �� _ _ _ — _ _ _ _ I \
PROPOSED o °�
TEMPORARY WORKSPACE M
PROPOSED 23' I � ♦` � \ hh oo - - -___ —___ _
PERMANENT EASEMENT ♦, \ _ — — _ — — — —
OO Op —
I ------------------
I `^O \ \ as% "\ \ Cb
O ♦ 4* �
XO O 4*
I f
TRACT 3 I � 5 ** ` \ \ \ \ OO I
DAVID LEACH HEIRS HEIRS I O `♦ \ \ \ \ h� O
C/O DAVID INGRAM O
v D.B. 511, PG. 272 i Q ♦ \ \ ,�
PIN# 930616934600
O IO
G Q� M O
EXISTING GAS LINE i
o° ABANDONED IN PLACE
C.A. BROWN JR.
ET AL
14� I o EXISTING 16" GAS LINE PIN# 930616 00100
40 (TO BE ABANDONED) / I
o
� I TRACT 2
x 4 v
MARSHALL P. JAMES JR. & JANE O
I \\ `
MARY L. HILLARD & ET AL ^ �OXs
i
i \ P N# 9306 8842100 ^O ``�
4* \ 00 I '
\ O
° o i
i
v` �� ��O,kgs v v v,�h�O o EXISTING 16" GAS LINE
Q "'`'Y� \ \ , / (TO REMAIN) I
Q ,\ O /
\ I JOHN H. LEACH PROPOS D 23' �°j v \ \ \ ��
\ \ C/O DAVID INGRAM �O� °
ti cqs x0
\ \ I D.B. 511, 782 272 i PERMANENT EASEMENT ♦ ♦ ,N �h \ \ kqs \ \ \ h� °o '
PIN# 930617826600 ,
s
PROPOSED ♦ \ \ \ < o
h
TEMPORARY WORKSPACE ^"' ^x
T END NEW 16" GAS LINE \3, \ Gq9 ham'-
�'
r
r0 / 0 I STA. 20 +95
/ O O STA. 5569 +37 -7-
o �
-G
D INSTALL CONSTRUCTION \
TRACT1 EN�ANCE, SEE DETAIL 11
EMMA L. SHEET 3007 -00 -003/ �� \
LOCKLEAR
D.B. 943, PG. 374
PIN# 930636957200
I v
REVISION
•
, ®
AVOW WI1at'S bP•IOW
Callbefore you dig.
Piedmont
FAA11 Natural Gas
ENERGY LAND & INFRASTRUCTURE
1015 PASSPORT WAY • CARY, NORTH CAROLINA 27513
919- 234 -1974 WWW.ELI- LLC.COM LICENSE # P -1289
ENGINEERS • SURVEYORS INFRASTRUCTURE ENVIRONMENTAL
NASHVILLE, TENNESSEE • CARY , NORTH CAROLINA
\
- -
_ _
_ -
SCALE:
AS SHOWN
DESIGNED BY:
SWH
PNG 2014 CLASS LOCATION REPLACEMENT
ROBESON COUNTY, NORTH CAROLINA
SITE 2 - LUMBER RIVER
OVERALL SITE LAYOUT
REV
I DATE
DESCRIPTION
ISSUE DATE:
MARCH 13, 2015
DRAWN BY:
CAJ
MATERIAL SUMMARY
MK NO
QTY
CAT #
DESCRIPTION
MK NO
QTY
CAT #
DESCRIPTION
ELI PROJECT NO:
14 -21 -3007
CHECKED BY:
SWH
CLIENT:
PIEDMONT NATURAL GAS
ISSUE FOR CONSTRUCTION
CLIENT PROJECT NO:
2239872
REVISION: - - --
DRAWING NO: 3007-02-007

a
0
a
a
0
N
M
C
PROJECT DESCRIPTION
THIS DESIGN IS FOR A HORIZONTAL DIRECTIONALLY DRILLED
BORE FOR A 16" NATURAL GAS PIPELINE.
EXISTING SITE CONDITIONS \ \ \
THE DESIGN CROSSES THE LUMBAR RIVER, EXISTING WETLAND /
AND R.O.W.
GENERAL NOTE \ r O
ALL CONSTRUCTION ACTIVITIES SHALL BE IN ACCORDANCE WITH O
LOCAL AND STATE ENVIRONMENTAL REGULATIONS.
1 /
NOTES: -7-L
INSTALLATION METHOD: HORIZONTAL DIRECTIONAL DRILL - - —� <O
BORE LENGTH: 1,832 FEET \ .' ' OQ\ / \
PIPE SPECIFICATION: 16" O.D., 0.375" W.T. X -65
HDD CALCULATED APPROX PULLBACK LOAD: 98,813 LBS
EXISTING GAS LINE
"CONTRACTOR TO FIELD VERIFY ALL EXISTING UTILITIES (TO REMAIN) ✓� /\ ' / i ' / EXISTING 70'
BEFORE CONSTRUCTION BEGINS.
EXISTING 16" GAS LINE / / / GAS EASEMENT
— — — — ° (TO REMAIN) EXISTING 16 GAS LINE \ D.B. 1875, P.G. 147
+
CD_ — — — _ _ _ _ _ (PORTION TO BE ABANDONED)
`` +° o° —o° — — — — o — — _o_ — — o �/ \ EXISTING 50 \ STA 26 +84 / m 1
_C r+., + ° +o — o-- .-- _o°_ -- o o ��� GAS EASEMENT < HDD Point 8° / I
/ 3AS GAS _ CC)3AS '' L0 LO + + 'f O - _ O \ / \
GAS "t GAS d'. O O — _
`� �`S — I- + o — — ° o o G EXISTING 16" GAS LINE RIG SIDE
_ L0 GAS d / O w O i' O O O O
L G S -_ G, Lfn -�L /r L0 + + + o O + �j o O ° N 366146.21
Lf) /
F AS — — — — — — Ui-�GAS �GA.��GAS r r-_ \�N + + + + + o (PORTION TO BE ABANDONED) \ /
— — — — — — _ GAS Lfi —
J QAS GNS -- GAS GA6 GA — — — — — — — — • M O
dd ,�' ` GAS �.�{S' GAS GP` ' LLO /� • - - \ �. ./ i L[1 L0 00 O O
/ Y GASI GAS I— GAS +— GAS -7-- GAS ---H- GAS / — m LO Ln L0 \ `� Ifi O \
_ O + O
�V� j I \� � � Lp L0 �' �. � L0 � + O O O O / p \\ 00 // OO O I 1 11 11 /
GAS -+- GAS --I- GAS GAS �X SAC -Fp(G — j`
_ .. ;AS / _ — — _ _ _ —
/ _
(_ ._- —
/ _ - - - -- -- - - -- - - - -- ----- -t1) --
' lf') O �Y Ll� Cfl ti / 00 + + O SON I 1 I +
---------- - - - - -- XX�cfX ic�ciaXXXii %,i�cSX % 4X*X Pic c-i(GXSuv -., �¢ (
O O / \ / *� �5 �` X �Ci Y�iGA§ IDk . �(4K _ - - - - �H�C - - cas —� s - - -GAS - -GAS - -GAS - -Gras — Gn / CD L0 / - - - - - \ - - M / - o / ° �/� / / 1 M M
\\A y �7� y i f� k Lr) LO O _ _ + — O O O . \ \ \ - - - \ F -_ _- — __ __ \ \ \ \ \ \\ 1\ III I I \\ - `- - - - - i�7C -X MR>A \ J —�— G GAS — G�AS� GAS - G �_,g - GAS - GA - ! —/ — L:�.`- O� /-4
� rsrT %�itX X XAX _X(X XX X X i XGXs%�c�c 9X%X+X X XG- cAS - \
+ O O — 1 I I _ -_ _ — - - - \i< DC X�Cw v v XgXI GAS - - GAS - � r- GAS - s —
/ / N M + O O. \ \\ / ` �...� 1 \ - k; // (,i III I \ \ — — _ — — _. — — — — — — _ — ._ — 7c7[T , — - - - V ��u GAS 8AS 9 GAS GAS
PROPOSED 35' o \ + °\ o ° loM M M .
TEMPORARY WORKSPACE \\ o N M + °` i C> \r\ o+ - — oo lO� o O�y / ` ` \ j -- psi X
� �j CD �� ; ; + + O O '�, O \\ X00 pi 10� .O■ .� L► �' — —
/ / --
\ \ N CV M + + + O O O O I I O N
I
I
I
/ I
I
I
I
/
/
PLAN
ALIGNMENT PLAN
SCALE: 1" = 100'
GRAPHIC SCALE (IN FEET)
100 0 50 100 200
1 inch= 100 ft.
PROFILE
VERTICAL SCALE: 1" = 10'
HORIZONTAL SCALE: 1" = 100'
n4 f%
STA 8 +48 CP #4
HDD Point 8° STA 9 +90
PIPE SIDE N 366869.64
N 366934.96 E 1901745.67
E 1901619.48 PT
\
\
\
\
\
\ CP #3
STA 12 +15
N 366773.11
E 1901948.96
PC
GAS LINE N N N N / N ` 'N — — — �N ._.� rn o+,
N M M M
CP #2 CID #1 \ PROPOSED / GEO -CORE I
STA 23 +16 STA 25 +41 TEMPORARY WORKSPACE , STA. 29 +61 1
- - � N 366302.83 N 366207.95 \ / OFFSET=-19.0 I
E 1902944.38 E 1903148.55 PROPOSED 35' I
PT PC PERMANENT EASEMENT
/ II
7 +00 8 +00 9 +00 10 +00 11 +00 12 +00 13 +00 14 +00 15 +00 16 +00 17 +00 18 +00 19 +00 20 +00 21 +00 22 +00 23 +00 24 +00 25 +00 26 +00 27 +00 28 +00 29 +00 30 +00
210
200
190
180
170
160
150
140
130
120
118
/
/
/
/
/
I
/ I
/ 1
I/
REVISION
•
, ®
Knowat's below.
Callbefore you dig.
Piedmont
Natural Gas
ENERGY LAND & INFRASTRUCTURE
1015 PASSPORT WAY • CARY, NORTH CAROLINA 27513
919- 234 -1974 WWW.ELI- LLC.COM • LICENSE # P -1289
ENGINEERS SURVEYORS INFRASTRUCTURE ENVIRONMENTAL
NASHVILLE, TENNESSEE CARY , NORTH CAROLINA
\ \ \ I I I / /
f
�
- -
_ _
_ -
`
`
/ / / \ \
SCALE:
AS SHOWN
DESIGNED BY:
SWH
PNG 2014 CLASS LOCATION REPLACEMENT
ROBESON COUNTY, NORTH CAROLINA
SITE 2 - LUMBER RIVER
HDD BORE PLAN & PROFILE
REV
DATE
DESCRIPTION
ISSUE DATE:
MARCH 13, 2015
DRAWN BY:
CAJ
MATERIAL SUMMARY
MK NO
QTY
CAT #
DESCRIPTION
MK NO
QTY
CAT #
DESCRIPTION
ELI PROJECT NO:
14 -21 -3007
CHECKED BY:
SWH
1
255'
TBD
16".375 WT X -65 CFB DRL PIPE
8
0
TBD
16" WXW ANSI 600 GEAR BALL VALVE W /10' EXT.
2
1,840'
16771
16" .375 WT X -65 CFB /PC DRL PIPE
9
0
16488
6 "X2" WELD RED. COUPLING STD WT Y -52
CLIENT:
PIEDMONT NATURAL GAS
ISSUE FOR CONSTRUCTION
3
2
16"X3'.375 WT .219 WT X -65 TRANS. PIPE
10
0
12792
2".154 WT X -52 CFB DRL PIPE
4
0
16762
16" 90° WELD ELL FS 3R Y -52
11
0
15180
2" WXW ANSI 600 KEY COATED BALL VALVE
5
0
16763
16 "45 °WELD ELL FS 3R Y-52
CLIENT PROJECT NO:
2239872
REVISION: - - --
DRAWING NO: 3007 -02 -008
6
0
16650
16 "X16 "X16" WELD BARRED TEE Y -70
1 7
0
16652
16 "X16 "X6" .375X.280 WT WELD BBT Y -70

0
N
z
0
z
0
z
0
0
0
0
0
I
r
O
0
O
0
0
N
Q
0
0
I
/
/
I
/ I
/ \ I
/ \ I/
� I
THE SOILS IN THE PROJECT AREA INCLUDE:
• BB - BIBB SOILS
• KaA - KALMIA LOAMY SAND, 0 TO 2 PERCENT SLOPES
• LaB - LAKELAND SAND, 0 TO 6 PERCENT SLOPES
• Lu - LUMBEE SANDY LOAM
• Pm - PLUMMER AND OSIER SOILS
• W - WATER
- I
I
LUMBER \
RIVER
p
\ \ \\ IN \
\ \\
\
c
CS �6 I
v X00.
EXISTING CONTOURS (TYP.)
\\ qS
C \ \ oo>
\\ chi Ac Ncb
S \ \y \gyp
s
' "T
/ SS�
\ \i \N \'� I - ' HEAVY EQUIPMENT
/ SILT FENCE (TYP.)
(SEE EPSC DETAIL SHEET)
NO
v
cb / MATTING
's WETLAND LIMIT
\ (TYP.)
- .k
i
/
/
INSTALL CONSTRUCTION
ENTRANCE, SEE DETAIL 1,
/ SHEET 3007 -00 -003
PROJECT DESCRIPTION
THE PROPOSED PROJECT WILL REPLACE 7 PORTIONS OF NATURAL GAS
PIPELINE ALONG PIEDMONT NATURAL GAS' LINE 1. THE DISTURBED AREA IS
APPROXIMATELY 0.11 ACRES.
EXISTING SITE CONDITIONS
THE SITE IS COMPRISED OF GRASSED RESIDENTIAL; EXISTING UTILITY
EASEMENTS; AND EXISTING ROAD R.O.W.
RrNFni ii F
CONSTRUCTION OF THE PIPELINE IS SCHEDULED TO BEGIN APRIL 2015 AND BE
COMPLETE BY DECEMBER 2015.
EROSION AND SEDIMENT CONTROL NARRATIVE
THE EROSION AND SEDIMENT CONTROL MEASURES FOR THIS PROJECT
INVOLVE THE STRATEGIC PLACEMENT OF A VARIETY OF DEVICES INCLUDING:
• SILT FENCE
• TEMPORARY GRAVEL CONSTRUCTION ENTRANCE /EXIT
MOST OF THESE DEVICES ARE TO BE INSTALLED PRIOR TO CLEARING AND
GRADING. ALL EROSION AND SEDIMENT CONTROL DEVICES SHALL BE
PROPERLY MAINTAINED DURING ALL PHASES OF CONSTRUCTION UNTIL
CONSTRUCTION ACTIVITIES HAVE CEASED AND ALL DISTURBED AREA HAVE
BEEN STABILIZED. ADDITIONAL EROSION AND SEDIMENT CONTROL DEVICES
MAY BE REQUIRED DURING CONSTRUCTION. ALL TEMPORARY CONTROL
DEVICES SHALL BE REMOVED ONCE CONSTRUCTION IS COMPLETE AND THE
SITE IS STABILIZED. DUST CONTROL ON SITE SHALL BE KEPT WITHIN
ACCEPTABLE LIMITS BY SPRINKLING WITH WATER OR OTHER ACCEPTABLE
METHODS. THE CONTRACTOR IS RESPONSIBLE FOR THE CONTROL OF
SEDIMENT ON SITE. IF THE APPROVED EROSION AND SEDIMENTATION CONTROL
MEASURES PROVE INSUFFICIENT, THE CONTRACTOR MUST TAKE THOSE
ADDITIONAL STEPS NECESSARY TO STOP SEDIMENT FROM LEAVING THE SITE.
THE PIEDMONT SITE REPRESENTATIVE MAY ADJUST EPSC PLANS BASED ON
SITE CONDITIONS IN ACCORDANCE WITH BEST MANAGEMENT PRACTICES.
CONSTRUCTION SEQUENCE
1. OBTAIN PLAN APPROVAL AND PERMITS.
2. HOLD PRE - CONSTRUCTION CONFERENCE.
3. FLAG CONSTRUCTION LIMITS.
4. INSTALL EROSION CONTROL MEASURES.
5. BEGIN CLEARING.
6. REPLACE OR INSTALL REMAINING EROSION CONTROL MEASURES.
7. BEGIN INSTALLING PIPE.
8. COMPLETED AREA SHOULD BE SEEDED WITHIN 7 DAYS AFTER PIPE HAS
BEEN INSTALLED AND FINAL GRADING OR AS SOON AS PRACTICAL. ALL
DISTURBED AREA SHALL BE SEEDED WITHIN 14 DAYS AFTER WORK HAS
CEASED.
9. ALL DISTURBED AREA SHALL BE STABILIZED WITH SEED AND STRAW,
HYDROSEEDING, OR SOD.
10. REMOVE EROSION AND SEDIMENT CONTROLS FOLLOWING FINAL INSPECTION
AND SIGNOFF FROM LOCAL STORMWATER OR ENGINEERING
REPRESENTATIVE.
11. PROVIDE PERMANENT VEGETATION.
EROSION CONTROL DEVICE NOTES
1. ALL STREAM AND /OR WETLAND CROSSING LOCATIONS NOTED ON THE PLANS
ARE APPROXIMATE.
2. SEDIMENT TRAPS SHALL BE LOCATED A MINIMUM OF 20 FEET OUTSIDE
STREAMS AND WETLANDS.
3. SILT FENCE SHALL BE INSTALLED DOWN- GRADIENT OF THE CONSTRUCTION
AREA AS NOTED ON THE PLANS AND AS SHOWN IN THE DETAILS.
4. ANY FAILURE OF ANY EROSION CONTROL DEVICE TO FUNCTION AS INTENDED
FOR ANY REASON SHALL BE REPORTED TO THE ENGINEER IMMEDIATELY.
5. ADDITIONAL EROSION CONTROL DEVICES SHALL BE INSTALLED IMMEDIATELY
AFTER GROUND DISTURBANCE OCCURS. THE LOCATION OF SOME OF THE
EROSION CONTROL DEVICES MAY HAVE TO BE ALTERED FROM THAT SHOWN
ON THE PLANS IF DRAINAGE PATTERNS DURING CONSTRUCTION ARE
DIFFERENT FROM THE FINAL PROPOSED DRAINAGE PATTERNS. IT IS THE
CONTRACTORS RESPONSIBILITY TO ACCOMPLISH EROSION CONTROL FOR
ALL DRAINAGE PATTERNS CREATED AT VARIOUS STAGES DURING
CONSTRUCTION.
6. BUFFER DISTURBANCES AS NOTED ON THE PLANS SHALL BE SEEDED AT A
RATE OF 20 GALLONS PER 100 L.F. OF BUFFER DISTURBANCE USING THE
FOLLOWING MIX: KENTUCKY 31 FESCUE (55 %), ENGLISH RYE (20 %), KOREAN
LESPEDEZA (15 %), GERMAN MILLET (10 %).
7. HYDROSEEDING OR CURLEX (OR APPROVED EQUAL) IS REQUIRED FOR FINAL
STABILIZATION ON STEEP SLOPES.
MAINTENANCE
1. ALL SEDIMENT AND EROSION CONTROL DEVICES INCLUDING PLANTED AREAS
SHALL BE INSPECTED AT LEAST ONCE PER WEEK AND WITHIN 24 HOURS
AFTER ANY STORM EVENT GREATER THAN A HALF INCH(DURING A 24 HOUR
PERIOD). DAMAGED OR INEFFECTIVE DEVICES SHALL BE REPAIRED OR
REPLACED AS NECESSARY BY THE END OF THE DAY.
2. CLEAN SILT BARRIERS WHEN THEY ARE APPROXIMATELY 50% OBSTRUCTED
BY SEDIMENT OR AS DIRECTED BY THE OWNER'S REPRESENTATIVE.
GENERAL NOTES
1. THE CONTRACTOR IS RESPONSIBLE FOR IMPLEMENTATION AND
MAINTENANCE OF ALL EROSION AND SEDIMENT CONTROL DEVICES.
2. ALL UNDERGROUND UTILITIES SHOULD BE LOCATED AND MARKED IN THE
FIELD PRIOR TO COMMENCING CONSTRUCTION.
3. DISTURBED AREA SHALL BE STABILIZED AS SOON AS PRACTICALLY POSSIBLE
FOR PORTIONS OF THE SITE WHERE CONSTRUCTION ACTIVITIES HAVE BEEN
COMPLETED. THESE AREAS SHALL BE STABILIZED NO LATER THAN 14 DAYS
AFTER CONSTRUCTION HAS CEASED.
4. FILL, COVER, AND TEMPORARY STABILIZATION AT THE END OF EACH DAY IS
RECOMMENDED WHERE PRACTICAL. IT IS IMPORTANT TO CLOSE AND
STABILIZE OPEN TRENCHES ON STEEP SLOPES AS SOON AS POSSIBLE.
5. CONTRACTOR SHALL REGULARLY SWEEP SITE TO AVOID TRANSPORTING
SILT OR SEDIMENT FROM SITE.
6. STREAM AND WETLANDS, IF PRESENT, SHALL BE RETURNED TO ORIGINAL
GRADE UPON COMPLETION OF CONSTRUCTION.
7. SILT FENCE SHALL REMAIN OR BE INSTALLED ALONG STREAMS FOLLOWING
PIPELINE INSTALLATION AND FINAL GRADING UNTIL THE AREA IS STABILIZED.
8. ADDITIONAL MEASURES MAY BE NECESSARY TO PROTECT AREA STREAM
AND /OR WETLANDS IF PRESENT.
9. THESE PLANS ARE FOR EROSION AND SEDIMENT CONTROL PURPOSES ONLY
AND DO NOT APPLY TO CONSTRUCTION PURPOSES.
10. IF A FRACTURE IS OBSERVED DURING THE BORING OF A STREAM CROSSING,
WORK MUST BE IMMEDIATELY HALTED, AND ALL LOST LUBRICANT /MUD MUST
BE REMOVED FROM THE STREAM. THE FRACTURE HOLE WILL BE SEALED
AND THE SITE WILL BE EVALUATED BEFORE CONTINUATION OF BORING.
11. CONTRACTOR SHALL MAINTAIN A MINIMUM VERTICAL CLEARANCE OF 24"
BETWEEN THE PIPELINE AND ALL EXISTING AND PROPOSED UTILITIES.
STANDARDS
ALL EROSION AND SEDIMENT CONTROLS SHALL BE IN ACCORDANCE WITH THE
NPDES STORMWATER DISCHARGE PERMIT FOR CONSTRUCTION ACTIVITIES AND
THE NORTH CAROLINA EROSION AND SEDIMENT CONTROL PLANNING AND
DESIGN MANUAL.
REVISION
,
, ®
Knowwhars below.
0111 before you dig.
Piedmont
Natural GGaIs
ENERGY LAND & INFRASTRUCTURE
1015 PASSPORT WAY • CARY, NORTH CAROLINA 27513
919- 234 -1974 WWW.ELI- LLC.COM LICENSE # P -1289
ENGINEERS SURVEYORS INFRASTRUCTURE ENVIRONMENTAL
NASHVILLE, TENNESSEE CARY , NORTH CAROLINA
\ I I /
-
_
\
SCALE:
AS SHOWN
DESIGNED BY:
SWH
PNG 2014 CLASS LOCATION REPLACEMENT
ROBESON COUNTY, NORTH CAROLINA
SITE 2_ LUMBER RIVER
EROSION CONTROL PLAN
REV
DATE
DESCRIPTION
ISSUE DATE:
MARCH 13, 2015
DRAWN BY:
CAJ
MATERIAL SUMMARY
MK NO
QTY
CAT #
DESCRIPTION
MK NO
QTY
CAT #
DESCRIPTION
ELI PROJECT NO:
14 -21 -3007
CHECKED BY:
SWH
CLIENT:
PIEDMONT NATURAL GAS
ISSUE FOR CONSTRUCTION
1
983'
SILT FE
CE
2
0
SAFETY
FENCE
CLIENT PROJECT NO:
2239872
(�
REVISION: - °- DRAWING NO: 3007 -02 -009
4-
1
1

g
a
N
0
N
a
/ STA. 5 +17
PROPOSED 10' EXISTING 70' INSTALL LATERAL CONNECTION. �• ,
PERMANENT EASEMENT GAS EASEMENT SEE DETAIL 5, SHEET 3007 -00- 02 EXISTING 70' / �f
,�.
— — — D.B. 1334, PG. 302 GAS EASEMENT / � •
- - - - - -- o��� =M�Mmm�M� L D.B. 1348, PG. 13 /
— — — — — — — — — m m � m m m �
O O O O
�+ —p- — — — — — — —p— — — — -p— — — — — — — -- p— — — — — — — — p — — — — — — — — O+ — — — — — — — —/ O `♦
+ + + + ,
}GAS GAS GAS
GAS G A@—GAS GAS
F GAS GAS GAS GAS GAS M GAS I GAS GAS G 3 I I \ \ \
/ — — — -Ix "V GAS GAS GAS I II0� - GIS GAS GAS —�S GAG5 GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS_ V X # V >\ , F I 3 / GAS ,
q-.p I _
WV / , "YQ711 I wy ' I C \`GAS \ ,,
w - w � � � �� - w —T -w w w w w w w--� -w w W_
w w w w�
O - — - , j _ PROPOSE 20' _ w_ _ W
O+ ' , �r �\ NU SCOTLAND
2 ° / - - - I PERMANENT EASEMENT \
- - - - -= — -- -- — ---------- - - - - -- - - - - - -- - - - \ \� L. P.
_ I II �j \ \ \ ♦ D.B. 443, PG. 003 y
o — — — — — — — — — — — — — — — — — — — — — — — — — — — — �O� PIN# 01- 262 -01 -003
I III I �/ �/ �/ �/ �/ �/ �[�� �/ �/ �/ �[ \/ �/ �/ �(y y �/ �/ �/ �[ �/ �/ �/ �( v �/ �/ �/ �( �,\/�� �/ �/ �/ �/ �/ �/ �/ �/ �/ �/ �( �/ �/ �/ �( �/ �/ �/ �/ �(, �/ �/ �( �/ y �/ �/ y �/ �/ �/ �/ �/ �/ �j �/ �/ �/ �/ �/ �/ �/ �/y (]
3AS- IS GAS GA GAS ��, C#1S i1HR GA (3x- '1'xx- x °�7CT�lG° K-X-XO'X*X-\GX .X*)(- XGX*X-XX*)(TX*X- X XA-xxx4x_x y+- �'7r7/^W 7�T1V�A AX-*X-XAX- CYOX X -)17 )('-X-X-AX-XX -XA K` i' C7C- 1�Ja(` �' C7r/' �)^ C" 9T7r/�JnC7YC7C7i- YC9T/C7rY'CSXX XSn �7CYC5 u$y �/�f�//.y( W\ \\
O \ I I Y'C //r7C7C'' `SiC7CH^1 \ \ S10 A
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- O r + O r N co CI _ off _ _ _ _ _ + _
-T O - - - - -- - -- - x - --� -- - -- - - - -- -_ - -- - _ -- - - - -- -
/ O \ r r - r - - - r - - r = - ° Lf') — °" °" off oH- + -oH + + s
LO L!� N m Ln Lf> I � ,. � x -x z X - -� DO \ V \ NT
BE Kl PROJECT EXISTING EXISTING 50' x °s `f' "' ��N
STA. 0 +00 \= \ ACCESS EASEMENT GAS EASEMENT NEW 2" LATERAL
STA. 5409+ \ \ D.B. 1365, PG. 90 D.B. 3B, PG. 415
EXISTING 16" GAS LINE °s H� 9s �`
9
\\ \ (TO BE ABANDONED) ° \, \
9S
- OH + A O \
\ \\ \ \X O
\ \D \ s OH —OH— <0 \ � ° /A
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AlIx
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% V 011�
\ \ TRACT 3 \ \ O
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\ \ VEHICLE SYSTEMS \ \ \ \ 9s \ ,
\ D.B, 1070 P.G. 99
\ \ PIN# 01- 252 -01 -014
O
`x0
\ \ �� °ti \ °9s \ ,, PROP�SED 10'
\ \ 1 \ \� \ \ \ \ \ \ PERMANE7 EASEMENT
\ °9s GASIEAS EASEMENT
% � -B. 1348, PG. 13
OAXQ / \ °9s ,
\\ \ 1 1 r ��`LFj\\ \ \ \ xo0
\ 1 - \ 4 \ . � \ � STA. 19 +59
\► t \ \ \ \ INSTALL LATERAL CONNECTION.
\+ \ \ °y ° SEE DETAIL 5, SHEET 3007 -00 -002
\ 9s
\ EXISTING 16" GAS LINE \ \
'� (TO BE ABANDONED) \ \ \ \ NEW 2" GAS LATERAL TO \ �
1 ° EXISTING POST REGULATOR \ \
\ °9s \
PROPOSED 20'
\ ! t \ \ ERMANENT EASEMENT ► �.\ •
\\ #
GAS IEASEMENT \\ ° \ ,000000 ° \\ '•
i D.B. 3B, PG. 415 \ \ \ \ �.�� \ yN \
O \ oy \ \ \ ,
(� LL •
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\ \ \ \
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\ / \ `v \
\ LAURINBURG MAXTON
AIRPORT COMMISSION
\ / D.B. 2E, PG. 749
GRAPHIC SCALE (IN FEET) PIN# 01- 262 -01 -003 A \ \ \
60 30 60 120
/ \ \ � / / / \
1 inch = 60 ft. \ .'
- END NEW 16" GAS LINE '� \ 0
r
L X STA. 54310+23
PLAN \\
OVERALL SITE LAYOUT
SCALE. 1 = 60
REVISION
•
®
KIIOW WI1at's below
Callbefore you dig.
Piedmont
Natural Gas
ENERGY LAND & INFRASTRUCTURE
1015 PASSPORT WAY • CARY, NORTH CAROLINA 27513
919- 234 -1974 WWW.ELI- LLC.COM LICENSE # P -1289
ENGINEERS SURVEYORS INFRASTRUCTURE ENVIRONMENTAL
NASHVILLE, TENNESSEE CARY, NORTH CAROLINA
\
f
- -
_ _
_ -
//� ���
I I \
SCALE:
AS SHOWN
DESIGNED BY:
SWH
PNG 2014 CLASS LOCATION REPLACEMENT
SCOTLAND COUNTY, NORTH CAROLINA
SITE 3 - SKYWAY CHURCH ROAD
OVERALL SITE LAYOUT
REV
DATE
DESCRIPTION
1
1 -19 -15
ADDED 20' PERMANENT EASEMENT FOR LATERAL PIPING.
ISSUE DATE:
MARCH 13, 2015
DRAWN BY:
CAJ
MATERIAL SUMMARY
MK NO
QTY
CAT #
DESCRIPTION
MK NO
QTY
CAT #
DESCRIPTION
ELI PROJECT NO:
14 -21 -3007
CHECKED BY:
SWH
CLIENT:
PIEDMONT NATURAL GAS
ISSUE FOR CONSTRUCTION
CLIENT PROJECT NO:
2239872
REVISION: 1
DRAWING NO: 3007 -03 -010

0
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/
EXISTING 70'
_rte GAS EASEMENT -
PLAN i '_�-^^ D.B. 1334, PG. 302
v��� PROPOSED 10'
ALIGNMENT PLAN PERMANENT EASEMENT MIN
GRAPHIC SCALE (IN FEET) ' r go — — — O —
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INSTALL LATERAL CONNECTION. GAS EASEMENT I - - - - - - - °o °' / ,`ti \ ♦♦
D.B. 1348, PG. 13 - - - + \
SEE DETAIL 5, SHEET 3007 -00 -002 _ _ _ _ - o - CID / \
— � O GPSGAS�GAG GAS \
I 1 San
0 GAS
+ GAS GAS— pqs ­11-1 \ an =ago — \
wo \ GqS ♦
_ Room +
_ _
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GAS
GAS GAS s W��_,- W _W— \ \ ;,�"� ♦ PROPOSED 10
% ♦ PERMANENT EASEMENT
Al GAS
\ \ \
1 Inch = 50 ft. � � ,! I � cA �cns —GAS 3 � �w —W '�--�" — — — — � `� \ cS
I —GAS — W — —' y 9
PROPOSED 20 -� _� -- - - - - w
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Z / / 1 I _X X I �GAS�GAS — - �_ _ ^`i — — — — — —
—G GAS GAS�G_�S I ` - - W —W —,•: O L \ \. \� \ \ G9y OO ♦♦ �/
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- -- b 1 _�
EXISTING
BEGIN NEW 16" GAS LINE ACCESS EASEMENT
STA. 0 +00 = D.B. 1365, PG. 90
STA. 5409 +90
220
210
I
J_
LL
0
a I 200
190
01-
- EXISTING 16" GAS LINE
(PORTION TO BE ABANDONED)
O - -\ N \ \ \ ♦ �\
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1 ° o n�N \o\ \ \ \ Gqs \ ♦ O�i
py /ON/
NEW 2 LATERAL
EXISTING 50'
- GAS EASEMENT
D.B. 3B, PG. 415
EXISTING 16" GAS LINE
(PORTION TO BE ABANDONED)
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/
EXISTING 70'
_rte GAS EASEMENT -
PLAN i '_�-^^ D.B. 1334, PG. 302
v��� PROPOSED 10'
ALIGNMENT PLAN PERMANENT EASEMENT MIN
GRAPHIC SCALE (IN FEET) ' r go — — — O —
50 0 25 50 100 I _ _ — — — — O
_ - - - -! °O \� M
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on so STA. 5 +17 EXISTING 70' - - - ° p�
INSTALL LATERAL CONNECTION. GAS EASEMENT I - - - - - - - °o °' / ,`ti \ ♦♦
D.B. 1348, PG. 13 - - - + \
SEE DETAIL 5, SHEET 3007 -00 -002 _ _ _ _ - o - CID / \
— � O GPSGAS�GAG GAS \
I 1 San
0 GAS
+ GAS GAS— pqs ­11-1 \ an =ago — \
wo \ GqS ♦
_ Room +
_ _
- Q (0 ° 0\h GAS
GAS
GAS GAS s W��_,- W _W— \ \ ;,�"� ♦ PROPOSED 10
% ♦ PERMANENT EASEMENT
Al GAS
\ \ \
1 Inch = 50 ft. � � ,! I � cA �cns —GAS 3 � �w —W '�--�" — — — — � `� \ cS
I —GAS — W — —' y 9
PROPOSED 20 -� _� -- - - - - w
— — GA - PERMANENT EASEMENT
Z / / 1 I _X X I �GAS�GAS — - �_ _ ^`i — — — — — —
—G GAS GAS�G_�S I ` - - W —W —,•: O L \ \. \� \ \ G9y OO ♦♦ �/
GAS �— f - 11 w 411 4 ,9 V`X \ \ ♦ / \(Y
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- -- b 1 _�
EXISTING
BEGIN NEW 16" GAS LINE ACCESS EASEMENT
STA. 0 +00 = D.B. 1365, PG. 90
STA. 5409 +90
220
210
I
J_
LL
0
a I 200
190
01-
- EXISTING 16" GAS LINE
(PORTION TO BE ABANDONED)
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1 ° o n�N \o\ \ \ \ Gqs \ ♦ O�i
py /ON/
NEW 2 LATERAL
EXISTING 50'
- GAS EASEMENT
D.B. 3B, PG. 415
EXISTING 16" GAS LINE
(PORTION TO BE ABANDONED)
II
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D.B. 443, PG. 003
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R
/
EXISTING 70'
_rte GAS EASEMENT -
PLAN i '_�-^^ D.B. 1334, PG. 302
v��� PROPOSED 10'
ALIGNMENT PLAN PERMANENT EASEMENT MIN
GRAPHIC SCALE (IN FEET) ' r go — — — O —
50 0 25 50 100 I _ _ — — — — O
_ - - - -! °O \� M
N
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INSTALL LATERAL CONNECTION. GAS EASEMENT I - - - - - - - °o °' / ,`ti \ ♦♦
D.B. 1348, PG. 13 - - - + \
SEE DETAIL 5, SHEET 3007 -00 -002 _ _ _ _ - o - CID / \
— � O GPSGAS�GAG GAS \
I 1 San
0 GAS
+ GAS GAS— pqs ­11-1 \ an =ago — \
wo \ GqS ♦
_ Room +
_ _
- Q (0 ° 0\h GAS
GAS
GAS GAS s W��_,- W _W— \ \ ;,�"� ♦ PROPOSED 10
% ♦ PERMANENT EASEMENT
Al GAS
\ \ \
1 Inch = 50 ft. � � ,! I � cA �cns —GAS 3 � �w —W '�--�" — — — — � `� \ cS
I —GAS — W — —' y 9
PROPOSED 20 -� _� -- - - - - w
— — GA - PERMANENT EASEMENT
Z / / 1 I _X X I �GAS�GAS — - �_ _ ^`i — — — — — —
—G GAS GAS�G_�S I ` - - W —W —,•: O L \ \. \� \ \ G9y OO ♦♦ �/
GAS �— f - 11 w 411 4 ,9 V`X \ \ ♦ / \(Y
GAS 111 G
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— GAS —GAS ` I
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/ -
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G' GAS IN °o /° - ---�- i o
(T N + -� - - - - M
O E GH-
- -- b 1 _�
EXISTING
BEGIN NEW 16" GAS LINE ACCESS EASEMENT
STA. 0 +00 = D.B. 1365, PG. 90
STA. 5409 +90
220
210
I
J_
LL
0
a I 200
190
01-
- EXISTING 16" GAS LINE
(PORTION TO BE ABANDONED)
O - -\ N \ \ \ ♦ �\
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X�X \ \� GN /pN \� \ Y \ \ \G9S �/ \ , ♦♦ \� LID 0 8i =yam ON \ (� S� p\ \ \C S� O ♦ w
+ XO \ O•
O Ln �oH °H� 5 pN v
1 ° o n�N \o\ \ \ \ Gqs \ ♦ O�i
py /ON/
NEW 2 LATERAL
EXISTING 50'
- GAS EASEMENT
D.B. 3B, PG. 415
EXISTING 16" GAS LINE
(PORTION TO BE ABANDONED)
II
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N
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04 N
N
Cj N�
N
LO
N N
N
M
I
Z_
(n
U)
N N
N
N N
N
N N
N
Cq N
N
Q
U
15180
2" WXW ANSI 600 KEY COATED BALL VALVE
5
u
16763
�
O
U
CLIENT PROJECT NO:
2239872
♦-
DRAWING NO: 3007 -03 -011
6
V
J
16 "X16 "X16" WELD BARRED TEE Y -70
Z
rn
+
U7
1
Z
(n
16 "X16 "X6" .375X.280 WT WELD BBT Y -70
_j
M
00
Q
�
o
Z
0
0
II
(n
^---------------------
-- - - - - - - - -
-_
W
W
-_
II
U
Z
'-- -- -- - - ----
Z
J
__ - - - - --
__
LL
�
U
- - - -
-� --
---------------------------------------------- ---------- - --- -- - - -'-
'____
---- - - - - ---
- - - - - -- - - - - - - - - -
4- MIN. COVER
'
16"
C O \J
4' MIN. COVER
- -- ��,
,
4 N11N•
16
16„
EX. 16"
O
00 I1_
LO
O O�
CO
N�
O
N M
L!) (n
N
LO O
O I
O
O co
M
r
M
0 I`
O O
M O
O
M 1`
00
M N
(`
N O
M
O
M
00 M
M
67 N
N O
O In
� O
00 N
N M
M d
00
�
00 O
O
— 7
— N
N O
O
C)
O
LO co
O
Ci 00
O
00 O
.-
6 O
—
6 O
p O
6 O
O
O
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16" WXW ANSI 600 GEAR BALL VALVE W /10' EXT.
N
N M
�,.5 M
�,.5
co
C,.5
N
O N
N
O N
N
O N
N
04 N
N
04 N
N
Cj N�
N
N N
N N
N
N N
N N
N
N N
N
N N
N
N N
N
N N
N
Cq N
N
N
N
0 +00 1 +00 2 +00 3 +00 4 +00 5 +00 6 +00 7 +00 8 +00 9 +00 10 +00 11 +00 12 +00 13 +00 14 +00 15 +00
PROFILE
VERTICAL SCALE: 1" = 5'
HORIZONTAL SCALE: 1" = 50'
220
210
200
190
REVISION
•
, ®
Knowat� below.
Callbefore you dig.
Piedmont
- Natu ��I Gas
PREPARED BY:
� ENERGY LAND & INFRASTRUCTURE
1015 PASSPORT WAY • CARY, NORTH CAROLINA 27513
919- 234 -1974 WWW.ELI- LLC.COM • LICENSE # P -1289
ENGINEERS • SURVEYORS INFRASTRUCTURE ENVIRONMENTAL
NASHVILLE, TENNESSEE CARY , NORTH CAROLINA
\
� �
_
__ _
_ —
i
SCALE:
AS SHOWN
DESIGNED BY:
SWH
PNG 2014 CLASS LOCATION REPLACEMENT
SCOTLAND COUNTY, NORTH CAROLINA
SITE 3 - SKYWAY CHURCH ROAD
STA. 5409 +90 TO STA. 5423 +70
REV
DATE
DESCRIPTION
1
1 -19 -15
ADDED 20' PERMANENT EASEMENT FOR LATERAL PIPING.
ISSUE DATE:
MARCH 13, 2015
DRAWN BY:
CAJ
MATERIAL SUMMARY
MK NO
QTY
CAT #
DESCRIPTION
MK NO
QTY
CAT #
DESCRIPTION
ELI PROJECT NO:
14 -21 -3007
CHECKED BY:
SWH
1
1,550'
TBD
16".375 WT X -65 CFB DRL PIPE
8
0
TBD
16" WXW ANSI 600 GEAR BALL VALVE W /10' EXT.
2
0
16771
16" .375 WT X -65 CFB /PC DRL PIPE
9
1
16488
6 "X2" WELD RED. COUPLING STD WT Y -52
CLIENT:
PIEDMONT NATURAL GAS
ISSUE FOR CONSTRUCTION
3
1
16"X3'.375 WT .219 WT X -65 TRANS. PIPE
10
149'
12792
2".154 WT X -52 CFB DRL PIPE
4
1
16762
16" 90° WELD ELL FS 3R Y -52
11
1
15180
2" WXW ANSI 600 KEY COATED BALL VALVE
5
1
16763
16 "45 °WELD ELL FS 3R Y-52
CLIENT PROJECT NO:
2239872
REVISION: 1
DRAWING NO: 3007 -03 -011
6
0
16650
16 "X16 "X16" WELD BARRED TEE Y -70
7
1
16652
16 "X16 "X6" .375X.280 WT WELD BBT Y -70

a
d
a
0
a
TRACT 2
W SKYWAY CHURCH TRACT 1
z NU SCOTLAND ROAD LAURINBURG MAXTON
L.P. RIGHT -OF -WAY AIRPORT COMMISSION
O D.B. 443, PG. 003 D.B. 2E, PG. 749
Z
Q
d
PLAN
to a
co
ALIGNMENT PLAN 1
SCALE: 1" = 50' /
GRAPHIC SCALE (IN FEET)
50 0 25 50 100
GPS.
/GPS
1 inch = 50 ft. /
/
PROFILE
VERTICAL SCALE: 1" = 5'
HORIZONTAL SCALE: 1" = 50'
W
J_
LL
O
ry
a_
/ GPS /
/
GAS
-GPS /
\Wy\
STA. 19 +59
y INSTALL LATERAL CONNECTION. )
\ SS w SEE DETAIL 5, SHEET 3007 -00 -002
\1 \ wy \w -
\ PROPOSED 10 1___1 •
f, \ PERMANENT EASEMENT wy
00 ` \ 00 00 / �4
EXISTING 70 go
/
I Q
/ PI O
PROPOSED 20' I Z
TEMPO\ /R ARY WORKSPACE I U
I �
12'x 60 ; 2
BORE PIT _ Q U
' __
an
`/-
+
CV +
Y GAS EASEMENT ` 00----- - - - - -- r r --
\ D.B. 1348, PG. 13� �/ op / y\ I's
a 37'
go
w I z
''/ / / / S , AS \ GAS GAS 1 O
, YVy GAS GAS GAS C � I
' G S--GA
` w/ H ♦ / / GPs \
X
�I
('I
II
I
I --,a
CO ''
'00� psi _r
00 O Ar
00 00 V7 � 00 / 'y2A
11 • � GPS /GA / /
ll GPs /
/
/
220
210
200
190
_ LL
, Wy\ s
/GAS
GPS
/GAS/ / / PROPOSED 20'
/
/
/
PERMANENT EASEMENT
/
O
t JA 'SP
IN ■ S N/ ' ' O
O O I \\
I �\r ON/
P /SP i'N
- ON
i
'PF _ c o
SP 0 w\ �AF' � �-\�� In
/G 0" i 'PF
IF
L
O)
tiX
ti
,12'x20'
BORE PIT —
PF ter\ O \
_ - - -- / /
/ o
sQ /
/
X�<9
------G—GAS GAS \ 04 /
� GAS GAS—
END NEW 16" GAS LINE
♦ bs; STA. 24 +03 =
♦ �O STA. 5431 +23
♦ ♦ nJX \ /
♦♦ ♦♦ N �PF'
/PF
♦ PF
CIA
PF /
k /
/pF
/PF
\NO v
EXISTING 16" GAS LINE
bS \� (PORTION TO BE ABANDONED)
t \
bg y0
s
\bS \NO
0
N
- CO
r N
Piedmont
_. ,, Natural Gas
Ln
� �
-_ -
__ _
_ -
i
N
(O OO
v?
C) 0')
O
N
0
M
o L
Q
z L
N
W
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D7
Lp
O
Lr) (V
(O M M
W
II O) C)
II
I0
II
I�
0
co
co C2
MC
co W
DESCRIPTION
II II
II II
II II
d
II II
II II
CHECKED BY:
SWH
Z W
Z W
Z W
Z W
Z W
TRACT 2
W SKYWAY CHURCH TRACT 1
z NU SCOTLAND ROAD LAURINBURG MAXTON
L.P. RIGHT -OF -WAY AIRPORT COMMISSION
O D.B. 443, PG. 003 D.B. 2E, PG. 749
Z
Q
d
PLAN
to a
co
ALIGNMENT PLAN 1
SCALE: 1" = 50' /
GRAPHIC SCALE (IN FEET)
50 0 25 50 100
GPS.
/GPS
1 inch = 50 ft. /
/
PROFILE
VERTICAL SCALE: 1" = 5'
HORIZONTAL SCALE: 1" = 50'
W
J_
LL
O
ry
a_
/ GPS /
/
GAS
-GPS /
\Wy\
STA. 19 +59
y INSTALL LATERAL CONNECTION. )
\ SS w SEE DETAIL 5, SHEET 3007 -00 -002
\1 \ wy \w -
\ PROPOSED 10 1___1 •
f, \ PERMANENT EASEMENT wy
00 ` \ 00 00 / �4
EXISTING 70 go
/
I Q
/ PI O
PROPOSED 20' I Z
TEMPO\ /R ARY WORKSPACE I U
I �
12'x 60 ; 2
BORE PIT _ Q U
' __
an
`/-
+
CV +
Y GAS EASEMENT ` 00----- - - - - -- r r --
\ D.B. 1348, PG. 13� �/ op / y\ I's
a 37'
go
w I z
''/ / / / S , AS \ GAS GAS 1 O
, YVy GAS GAS GAS C � I
' G S--GA
` w/ H ♦ / / GPs \
X
�I
('I
II
I
I --,a
CO ''
'00� psi _r
00 O Ar
00 00 V7 � 00 / 'y2A
11 • � GPS /GA / /
ll GPs /
/
/
220
210
200
190
_ LL
, Wy\ s
/GAS
GPS
/GAS/ / / PROPOSED 20'
/
/
/
PERMANENT EASEMENT
/
O
t JA 'SP
IN ■ S N/ ' ' O
O O I \\
I �\r ON/
P /SP i'N
- ON
i
'PF _ c o
SP 0 w\ �AF' � �-\�� In
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IF
L
O)
tiX
ti
,12'x20'
BORE PIT —
PF ter\ O \
_ - - -- / /
/ o
sQ /
/
X�<9
------G—GAS GAS \ 04 /
� GAS GAS—
END NEW 16" GAS LINE
♦ bs; STA. 24 +03 =
♦ �O STA. 5431 +23
♦ ♦ nJX \ /
♦♦ ♦♦ N �PF'
/PF
♦ PF
CIA
PF /
k /
/pF
/PF
\NO v
EXISTING 16" GAS LINE
bS \� (PORTION TO BE ABANDONED)
t \
bg y0
s
\bS \NO
16 +00 17 +00 18 +00 19 +00 20 +00 21 +00 22 +00 23 +00 24 +00
220
210
200
190
0
N
REVISION
, ®
Knowat� below.
Callbefore you dig.
Piedmont
_. ,, Natural Gas
PREPARED BY:
`ENERGY LAND & INFRASTRUCTURE
1015 PASSPORT WAY • CARY, NORTH CAROLINA 27513
919- 234 -1974 WWW.EII- IIC.COM LICENSE # P -1289
•
ENGINEERS SURVEYORS INFRASTRUCTURE ENVIRONMENTAL
NASHVILLE, TENNESSEE CARY , NORTH CAROLINA
� �
-_ -
__ _
_ -
i
SCALE:
AS SHOWN
DESIGNED BY:
SWH
PNG 2014 CLASS LOCATION REPLACEMENT
SCOTLAND COUNTY, NORTH CAROLINA
SITE 3 - SKYWAY CHURCH ROAD
STA. 5423 +70 TO STA. 5431 +23
REV
DATE
t
1
1 -19 -15
ADDED 20' PERMANENT EASEMENT FOR LATERAL PIPING
ISSUE DATE:
MARCH 13, 2015
DRAWN BY:
CAJ
II
MATERIAL SUMMARY
MK NO
QTY
CAT #
DESCRIPTION
W co
QTY
CAT #
DESCRIPTION
ELI PROJECT NO:
14 -21 -3007
CHECKED BY:
SWH
1
n
TBD
16".375 WT X -65 CFB DRL PIPE
8
Z N
J t
TBD
16" WXW ANSI 600 GEAR BALL VALVE W /10' EXT.
fn
O
16771
16" .375 WT X -65 CFB /PC DRL PIPE
+ +
1
16488
6 "X2" WELD RED. COUPLING STD WT Y -52
V
Q
ISSUE FOR CONSTRUCTION
3
2
16"X3'.375 WT .219 WT X -65 TRANS. PIPE
�
234'
12792
N NN
4
1
16762
16" 90° WELD ELL FS 3R Y -52
11
1
ZII
2" WXW ANSI 600 KEY COATED BALL VALVE
5
1
II +
16 "45 °WELD ELL FS 3R Y-52
CLIENT PROJECT NO:
2239872
(n
I
6
0
Q Q N
16 "X16 "X16" WELD BARRED TEE Y -70
Cl)
7
pC?
16652
16 "X16 "X6" .375X.280 WT WELD BBT Y -70
II co
W W
U
0 (n N
O u
C
(J
Z Z � II
N
F- MO
---
(nZ
— _— __________
- - - - -- -- _-
F5
(n
_ <
C?
N
N N
LLJ N
- - -_-
O
(Z' O(n
+ II
Q
- U
W 00 O
N
Cl)
-
Z F_ Of Z
O U to
II F_
_
vi 0
cn
ZCl)
O
— ____ —___J \Cl)
(n W
W
Z
J
U)
Q
88 L.F. CONVENTIONAL BORE
N N
M M
W ,_ O Zo O
N N
O
O X
00 N O N
II W II W
Z CO
W �ZHz
1¢—�
Z
00 (n —Z W (n
M
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f�
N
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O
O
M
LO
CD
f�
LO
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O
M
LO
60
't
O
O
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67
67
0)
6)
O
O
O
O(0
—
�
�
00
00
N
N
N
N
N
N
N
N
N
N
N
N
N
N
N
N
16 +00 17 +00 18 +00 19 +00 20 +00 21 +00 22 +00 23 +00 24 +00
220
210
200
190
REVISION
, ®
Knowat� below.
Callbefore you dig.
Piedmont
_. ,, Natural Gas
PREPARED BY:
`ENERGY LAND & INFRASTRUCTURE
1015 PASSPORT WAY • CARY, NORTH CAROLINA 27513
919- 234 -1974 WWW.EII- IIC.COM LICENSE # P -1289
•
ENGINEERS SURVEYORS INFRASTRUCTURE ENVIRONMENTAL
NASHVILLE, TENNESSEE CARY , NORTH CAROLINA
� �
-_ -
__ _
_ -
i
SCALE:
AS SHOWN
DESIGNED BY:
SWH
PNG 2014 CLASS LOCATION REPLACEMENT
SCOTLAND COUNTY, NORTH CAROLINA
SITE 3 - SKYWAY CHURCH ROAD
STA. 5423 +70 TO STA. 5431 +23
REV
DATE
DESCRIPTION
1
1 -19 -15
ADDED 20' PERMANENT EASEMENT FOR LATERAL PIPING
ISSUE DATE:
MARCH 13, 2015
DRAWN BY:
CAJ
MATERIAL SUMMARY
MK NO
QTY
CAT #
DESCRIPTION
MK NO
QTY
CAT #
DESCRIPTION
ELI PROJECT NO:
14 -21 -3007
CHECKED BY:
SWH
1
765'
TBD
16".375 WT X -65 CFB DRL PIPE
8
0
TBD
16" WXW ANSI 600 GEAR BALL VALVE W /10' EXT.
2
88'
16771
16" .375 WT X -65 CFB /PC DRL PIPE
9
1
16488
6 "X2" WELD RED. COUPLING STD WT Y -52
CLIENT:
PIEDMONT NATURAL GAS
ISSUE FOR CONSTRUCTION
3
2
16"X3'.375 WT .219 WT X -65 TRANS. PIPE
10
234'
12792
2".154 WT X -52 CFB DRL PIPE
4
1
16762
16" 90° WELD ELL FS 3R Y -52
11
1
15180
2" WXW ANSI 600 KEY COATED BALL VALVE
5
1
16763
16 "45 °WELD ELL FS 3R Y-52
CLIENT PROJECT NO:
2239872
REVISION:
DRAWING NO: 3007 -03 -012
6
0
16650
16 "X16 "X16" WELD BARRED TEE Y -70
7
1
16652
16 "X16 "X6" .375X.280 WT WELD BBT Y -70

0
o
N
Q
0
0
0
0
0
0
0
o
0
0
0
0
0
0
Q
ii
0
0
THE SOILS IN THE PROJECT AREA INCLUDE:
�i • BIC - BLANTON SAND, 8 TO 15 PERCENT SLOPES
GoA - GOLDSBORO IOAMY SAND, 0 TO 2 PERCENT
SLOPES
71W
/ I i
i
\I \ r -/ / LIMITS OF DISTURBANCE
--------------------------- - - - - -- -
FLOW ARROW (TYP.)
(1� 1 � \- _�--- - - - °J- -- J - - -- _ -_ - - -�° / \ �\ SILT FENCE (TYP.)
/� v - �l� (SEE EPSC DETAILS SHEET) -
\ / \ -. _ I6 / GAS -J IS '° ,
I s
� � \ \ / � � � ) \III \ ` I I' I � � J I III � � � / /;;% �,� - � \ ° \\ \ \�-- �. C �� \� . ♦ �.
Av I A AAA V A \\ v V A p
0 (III INSTALL CONSTRUCTION M "
ENTRANCE, SEE DETAIL 1, f"' +�. s \ \ \ \ \ \` -� \ \ hxh p
IIN SHEET 3007 -00 -003
a� \ \ \ \ \ \ _ \ \\
O - - \ \ \ \ \ pN
Nk
♦
` r •.: �- r, - '�� 11 � A V A . � A �'V V \
X \\ \ \ \
\
/ // / \ \\ \ \ I \ \ �\ �• LL
EXISTING
.41k / ° V A ( \ AVM / / V� CONTOURS
O�
` INSTALL CONSTRUCTION
\ � ENTRANCE, SEE DETAIL 1,
\ _
• f SHEET 3007 -00 -003 \ \r
ON
I
/ / J
lot 1z
SOP'
N,
* OA N
GRAPHIC SCALE (IN FEET)
80 0 40 80 160
1 inch = 80 ft. � '
PLAN
EROSION CONTROL PLAN \ '
SCALE: 1" = 80'
AIL W"
PROJECT DESCRIPTION
THE PROPOSED PROJECT WILL REPLACE 7 PORTIONS OF NATURAL GAS
PIPELINE ALONG PIEDMONT NATURAL GAS' LINE 1. THE DISTURBED AREA IS
APPROXIMATELY 4.81 ACRES.
EXISTING SITE CONDITIONS
THE SITE IS COMPRISED OF GRASSED RESIDENTIAL; EXISTING UTILITY
EASEMENTS; AND EXISTING ROAD R.O.W.
CrW1=nIII F
CONSTRUCTION OF THE PIPELINE IS SCHEDULED TO BEGIN APRIL 2015 AND BE
COMPLETE BY DECEMBER 2015.
EROSION AND SEDIMENT CONTROL NARRATIVE
THE EROSION AND SEDIMENT CONTROL MEASURES FOR THIS PROJECT
INVOLVE THE STRATEGIC PLACEMENT OF A VARIETY OF DEVICES INCLUDING:
• SILT FENCE
• TEMPORARY GRAVEL CONSTRUCTION ENTRANCE /EXIT
MOST OF THESE DEVICES ARE TO BE INSTALLED PRIOR TO CLEARING AND
GRADING. ALL EROSION AND SEDIMENT CONTROL DEVICES SHALL BE
PROPERLY MAINTAINED DURING ALL PHASES OF CONSTRUCTION UNTIL
CONSTRUCTION ACTIVITIES HAVE CEASED AND ALL DISTURBED AREA HAVE
BEEN STABILIZED. ADDITIONAL EROSION AND SEDIMENT CONTROL DEVICES
MAY BE REQUIRED DURING CONSTRUCTION. ALL TEMPORARY CONTROL
DEVICES SHALL BE REMOVED ONCE CONSTRUCTION IS COMPLETE AND THE
SITE IS STABILIZED. DUST CONTROL ON SITE SHALL BE KEPT WITHIN
ACCEPTABLE LIMITS BY SPRINKLING WITH WATER OR OTHER ACCEPTABLE
METHODS. THE CONTRACTOR IS RESPONSIBLE FOR THE CONTROL OF
SEDIMENT ON SITE. IF THE APPROVED EROSION AND SEDIMENTATION CONTROL
MEASURES PROVE INSUFFICIENT, THE CONTRACTOR MUST TAKE THOSE
ADDITIONAL STEPS NECESSARY TO STOP SEDIMENT FROM LEAVING THE SITE.
THE PIEDMONT SITE REPRESENTATIVE MAY ADJUST EPSC PLANS BASED ON
SITE CONDITIONS IN ACCORDANCE WITH BEST MANAGEMENT PRACTICES.
CONSTRUCTION SEQUENCE
1. OBTAIN PLAN APPROVAL AND PERMITS.
2. HOLD PRE - CONSTRUCTION CONFERENCE.
3. FLAG CONSTRUCTION LIMITS.
4. INSTALL EROSION CONTROL MEASURES.
5. BEGIN CLEARING.
6. REPLACE OR INSTALL REMAINING EROSION CONTROL MEASURES.
7. BEGIN INSTALLING PIPE.
8. COMPLETED AREA SHOULD BE SEEDED WITHIN 7 DAYS AFTER PIPE HAS
BEEN INSTALLED AND FINAL GRADING OR AS SOON AS PRACTICAL. ALL
DISTURBED AREA SHALL BE SEEDED WITHIN 14 DAYS AFTER WORK HAS
CEASED.
9. ALL DISTURBED AREA SHALL BE STABILIZED WITH SEED AND STRAW,
HYDROSEEDING, OR SOD.
10. REMOVE EROSION AND SEDIMENT CONTROLS FOLLOWING FINAL INSPECTION
AND SIGNOFF FROM LOCAL STORMWATER OR ENGINEERING
REPRESENTATIVE.
11. PROVIDE PERMANENT VEGETATION.
EROSION CONTROL DEVICE NOTES
1. ALL STREAM AND /OR WETLAND CROSSING LOCATIONS NOTED ON THE PLANS
ARE APPROXIMATE.
2. SEDIMENT TRAPS SHALL BE LOCATED A MINIMUM OF 20 FEET OUTSIDE
STREAMS AND WETLANDS.
3. SILT FENCE SHALL BE INSTALLED DOWN- GRADIENT OF THE CONSTRUCTION
AREA AS NOTED ON THE PLANS AND AS SHOWN IN THE DETAILS.
4. ANY FAILURE OF ANY EROSION CONTROL DEVICE TO FUNCTION AS INTENDED
FOR ANY REASON SHALL BE REPORTED TO THE ENGINEER IMMEDIATELY.
5. ADDITIONAL EROSION CONTROL DEVICES SHALL BE INSTALLED IMMEDIATELY
AFTER GROUND DISTURBANCE OCCURS. THE LOCATION OF SOME OF THE
EROSION CONTROL DEVICES MAY HAVE TO BE ALTERED FROM THAT SHOWN
ON THE PLANS IF DRAINAGE PATTERNS DURING CONSTRUCTION ARE
DIFFERENT FROM THE FINAL PROPOSED DRAINAGE PATTERNS. IT IS THE
CONTRACTORS RESPONSIBILITY TO ACCOMPLISH EROSION CONTROL FOR
ALL DRAINAGE PATTERNS CREATED AT VARIOUS STAGES DURING
CONSTRUCTION.
6. BUFFER DISTURBANCES AS NOTED ON THE PLANS SHALL BE SEEDED AT A
RATE OF 20 GALLONS PER 100 L.F. OF BUFFER DISTURBANCE USING THE
FOLLOWING MIX: KENTUCKY 31 FESCUE (55 %), ENGLISH RYE (20 %), KOREAN
LESPEDEZA (15 %), GERMAN MILLET (10 %).
7. HYDROSEEDING OR CURLEX (OR APPROVED EQUAL) IS REQUIRED FOR FINAL
STABILIZATION ON STEEP SLOPES.
MAINTENANCE
1. ALL SEDIMENT AND EROSION CONTROL DEVICES INCLUDING PLANTED AREAS
SHALL BE INSPECTED AT LEAST ONCE PER WEEK AND WITHIN 24 HOURS
AFTER ANY STORM EVENT GREATER THAN A HALF INCH(DURING A 24 HOUR
PERIOD). DAMAGED OR INEFFECTIVE DEVICES SHALL BE REPAIRED OR
REPLACED AS NECESSARY BY THE END OF THE DAY.
2. CLEAN SILT BARRIERS WHEN THEY ARE APPROXIMATELY 50% OBSTRUCTED
BY SEDIMENT OR AS DIRECTED BY THE OWNER'S REPRESENTATIVE.
GENERAL NOTES
1. THE CONTRACTOR IS RESPONSIBLE FOR IMPLEMENTATION AND
MAINTENANCE OF ALL EROSION AND SEDIMENT CONTROL DEVICES.
2. ALL UNDERGROUND UTILITIES SHOULD BE LOCATED AND MARKED IN THE
FIELD PRIOR TO COMMENCING CONSTRUCTION.
3. DISTURBED AREA SHALL BE STABILIZED AS SOON AS PRACTICALLY POSSIBLE
FOR PORTIONS OF THE SITE WHERE CONSTRUCTION ACTIVITIES HAVE BEEN
COMPLETED. THESE AREAS SHALL BE STABILIZED NO LATER THAN 14 DAYS
AFTER CONSTRUCTION HAS CEASED.
4. FILL, COVER, AND TEMPORARY STABILIZATION AT THE END OF EACH DAY IS
RECOMMENDED WHERE PRACTICAL. IT IS IMPORTANT TO CLOSE AND
STABILIZE OPEN TRENCHES ON STEEP SLOPES AS SOON AS POSSIBLE.
5. CONTRACTOR SHALL REGULARLY SWEEP SITE TO AVOID TRANSPORTING
SILT OR SEDIMENT FROM SITE.
6. STREAM AND WETLANDS, IF PRESENT, SHALL BE RETURNED TO ORIGINAL
GRADE UPON COMPLETION OF CONSTRUCTION.
7. SILT FENCE SHALL REMAIN OR BE INSTALLED ALONG STREAMS FOLLOWING
PIPELINE INSTALLATION AND FINAL GRADING UNTIL THE AREA IS STABILIZED.
8. ADDITIONAL MEASURES MAY BE NECESSARY TO PROTECT AREA STREAM
AND /OR WETLANDS IF PRESENT.
9. THESE PLANS ARE FOR EROSION AND SEDIMENT CONTROL PURPOSES ONLY
AND DO NOT APPLY TO CONSTRUCTION PURPOSES.
10. IF A FRACTURE IS OBSERVED DURING THE BORING OF A STREAM CROSSING,
WORK MUST BE IMMEDIATELY HALTED, AND ALL LOST LUBRICANT /MUD MUST
BE REMOVED FROM THE STREAM. THE FRACTURE HOLE WILL BE SEALED
AND THE SITE WILL BE EVALUATED BEFORE CONTINUATION OF BORING.
11. CONTRACTOR SHALL MAINTAIN A MINIMUM VERTICAL CLEARANCE OF 24"
BETWEEN THE PIPELINE AND ALL EXISTING AND PROPOSED UTILITIES.
STANDARDS
ALL EROSION AND SEDIMENT CONTROLS SHALL BE IN ACCORDANCE WITH THE
NPDES STORMWATER DISCHARGE PERMIT FOR CONSTRUCTION ACTIVITIES AND
THE NORTH CAROLINA EROSION AND SEDIMENT CONTROL PLANNING AND
DESIGN MANUAL.
REVISION
,
, ®
K110W WI11t'S below.
Call before you dig.
Piedmont
Natural Gas
owl-/ ENERGY LAND & INFRASTRUCTURE
1015 PASSPORT WAY • CARY, NORTH CAROLINA 27513
919- 234 -1974 WWW.ELI- LLC.COM LICENSE # P -1289
ENGINEERS • SURVEYORS INFRASTRUCTURE ENVIRONMENTAL
NASHVILLE, TENNESSEE CARY , NORTH CAROLINA
\ I /
�
-
_ _
_
°
I
SCALE:
AS SHOWN
DESIGNED BY:
SWH
PNG 2014 CLASS LOCATION REPLACEMENT
SCOTLAND COUNTY, NORTH CAROLINA
SITE 3 - SKYWAY CHURCH ROAD
EROSION CONTROL PLAN
REV
DATE
DESCRIPTION
ISSUE DATE:
MARCH 13, 2015
DRAWN BY:
CAJ
MATERIAL SUMMARY
MK NO
QTY
CAT #
DESCRIPTION
MK NO
QTY
CAT #
DESCRIPTION
ELI PROJECT NO:
14 -21 -3007
CHECKED BY:
SWH
CLIENT:
PIEDMONT NATURAL GAS
ISSUE FOR CONSTRUCTION
1
4,888'
SILT FE
CE
2
112'
SAFET
FENCE
CLIENT PROJECT NO:
2239872
REVISION: - - -- DRAWING NO: 3007 -03 -013

N
a
0
N
N
GRAPHIC SCALE (IN FEET)
100 0 50 100 200
1 inch = 100 ft.
PLAN
OVERALL SITE LAYOUT
SCALE: 1" = 100'
\ - — — — — — — — —
EXISTING 70' �' -�� _ - - - --
GAS EASEMENT , -� - --
,F D.B. 1334, PG. 276
\'�A BEGIN NEW 16" GAS LINE
ST'. 25 +15
PROPOSED
F TE Z?RARY WORKSPACE
EXISTING 50' IbT.fi VARIES)
GAS EASEMENT
ell
EXISTING 16" GAS LINE Xp0 (0
(TO REMAIN) �`0 x0 o�/
0 0
,\x
��0 s J 0\1
PROPOSED PROPOSED 40' /
TEMPORARY WORKSPACE
_X // \
PROPOSED 50' ' JGq j /O� °F xpp
PERMANENT EASEMENT
WALKER
FARMS, INC. / x0 \\ \\ xp \
D.B. 14E, PG. 154 / �,�� \ \ \\� \ �� \9s \\
PIN# 01025901001
O�� \ \ � \\ �� \ \\ °9fOXOp EXISTING 16" GAS LINE
/ °� x
, \ \'' \�� , \\ (TO BE ABANDONED)
/ / / / ♦ �� \ \ \ \` \ ° \NXOO EXISTING GAS LINE
/ / ' / / �`♦ ♦ \ \ \ \ \ , 0., (TO REMAIN)
INSTALL CONSTRUCTION \ \ s \
ENTRANCE, SEE DETAIL 1, ♦,, TRACT 1
O
SHEET 3007 -00 -003 O \ �,
/ �x , \ \ \ \\ ° ��j \ WALKER
� t'
FARMS, INC.
PIN# 0025 01001
ilk
♦ \ ` \ \ \ \ °9S \ \\ O
w XO
x ♦ \ \// _ \ Cl
^ ♦O
♦ O \ \ \ \ \\ \ Xp
PROPOSED 20' �x ♦ \ \ \ \ \'�`�s � \`\
TEMPORARY WORKSPACE ♦�� \ \ \ \ 'f�,\�9s \ \\
��p0 �v vv�p0
((�� \, ( X
OO \ X
xR)
♦ v'X\
WALKER ��♦ ♦� 0���\ =� `\ °qS��L \\
FARMS, INC.
D.B. 14E, PG. 154 \ ` \` `:qs `, O
PIN# 01025901001 PROPOSED 50'
PERMANENT EASEMENT
�\ \
` XOO
PROPOSED 40'
TEMPORARY WORKSPACE
\ \ \ \ \ ` ,♦ ` \`\ \ \ °qS \\` Xpp
INSTALL CONSTRUCTION ,' \ \ \ ♦ p, �`\ �,�� \`\
ENTRANCE, SEE DETAIL 1, / ` k \ \ �� ♦ \\ \`\ `\
SHEET 3007 -00 -003 \ \ \ \ ♦ ,� \\ , \` \ °qs \` O
♦ `\ x
41. XR3
/ \ \ \ \ \ ``� ♦ ,� \\ `�S� EXISTING 16" GAS LINE
sFr , \ \ \ \ ♦ �, \\ '* \ \� °qS �` p�' (TO BE ABANDONED)
XZ
EXISTING GAS LINE
X
- � = - _ � - - \\ \ \ ` ♦gyp \\\ \\\ °���` .�\ (TO REMAIN)
\ x�♦ h \GqS o °�, PROPOSED
\ \ \ \ �� ♦ ♦ �\ * PERMANENT EASEMENT
,
\ y
\\ \
, ` \wry\ ,\ o
� o
\ \ \ \ / ♦ ` �,\ �'` EXISTING
\ moo,S °qs. N o GAS EASEMENT
0
`�♦ ` ,4� °qs D.B. 1334, PG. 276
ry
`per `\ \ °q, yN p
\ \ •cV ` p� °�S\ �° s Y. EXISTING 16" GAS LINE
(TO REMAIN)
\ \ \\ PROPOSED ♦ �G4S\\• ry�p.
\ \ TEMPORARY WORKSPACE =qs h qs
\ \ \ \ END NEW 16" GAS INE CO
\ \ \ STA. 23 +58 = G4 \° ^ �
\ qs� Nh h
\ \ STA. 5247 +37
REVISION
•
, ®
Knowwhars below.
� �
Callbefore you dig■
Piedmont
Natural Gas
ENERGY LAND & INFRASTRUCTURE
1015 PASSPORT WAY • CARY, NORTH CAROLINA 27513
919- 234 -1974 WWW.ELI- LLC.COM LICENSE # P -12139
ENGINEERS SURVEYORS INFRASTRUCTURE ENVIRONMENTAL
N A S H V I E l E , TENNESSEE CARY , NORTH CAROLINA
\
\
� �
- -
_ _
_ -
�� ��
I
SCALE:
AS SHOWN
DESIGNED BY:
SWH
PNG 2014 CLASS LOCATION REPLACEMENT
SCOTLAND COUNTY, NORTH CAROLINA
SITE 4 - MCGIRTS BRIDGE ROAD
OVERALL SITE LAYOUT
REV
DATE
DESCRIPTION
ISSUE DATE:
MARCH 13, 2015
DRAWN BY:
CAJ
MATERIAL SUMMARY
MK NO
QTY
CAT #
DESCRIPTION
MK NO
QTY
CAT #
DESCRIPTION
ELI PROJECT NO:
14 -21 -3007
CHECKED BY:
SWH
CLIENT:
PIEDMONT NATURAL GAS
ISSUE FOR CONSTRUCTION
CLIENT PROJECT NO:
2239872
REVISION: - - --
DRAWING NO: 3007 -04 -014

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WALKER
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FAMRS, INC.
ROAD
FAMRS, INC.
RIGHT -OF -WAY
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D.B. 14E, PG. 154
RIGHT -OF -WAY
D.B. 14E, PG. 154
rn
W 16" x 0.219" WT X -42 POO O O O
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/ GAS \GA ____GAS
\ \ \ I
o= /
GEO CORE B -0 \GAs I
Station =3 +15 \GASH /- - - - - -- -------- - - - - -- - - - --
Offset=- 106.3L
GAS I
EXISTING 70'
GAS EASEMENT
D.B. 1334,
--------------- - - - - -- — 276
/ o GAS O
/ \ GAS —GAS O I O O O O
/ 0 —GASH O , O + +
/ O \ \ \ O + GAS + -A/ GAS GAS GAS -- N GAS GAS —GAS M GAS GAS GAS GAS M —GAS GAS GAS- -GAS— M ,S GAS GAS GAS—
/ 00 O OM cM M N N N
N -N N - N N - -�- - - - - - - - - - L- - - - - - - - - - -L0 - - - - - - -
/� In — — — — — — — — — — l!0 \ �- — — — — — — — - Lo - — — — -- — — — - � — — — — — — — — — — � - -�/ —�/ —�/ --/ —v —�/ �( �/ �/ �( �{ �/ �/ �( �/ �/ �/ �( �/ yam` [,�( �/ �/ �/ �( �/ �/ �/ �/ �/ �/ �/ �/ �/ �/ �/ �/ �/ �/ �/ �/ �/ �/ �/ �/
X�J9YCSXT7CYCSX'7C7 -A.*7�7C`A rx N(- C`T57 *X T(sx rX 7C7�/C`i'k'/C7C7CWF x4-X X-7V4X`AX- -X7 .)4x- rXG )47r/ -XG )47
-GAS GAS GAS GAS — GAS GAS WYt' - - - - - - - - p - e
EXISTING 16" GAS LINE C)
(TO REMAIN) ++ _
♦, Xo° - i ° - -- —
— — 8
— — — — — — — — — — — — —
moo - - - - - - -
s
♦ O
PROPOSED
TEMPORARY WORKSPACE ♦ r"' T
PROPOSED
XD ♦ /
PERMANENT EASEMENT ♦ Q
0 /
°
PLAN C9
ALIGNMENT PLAN
SCALE: 1" = 50' / /0
GRAPHIC SCALE (IN FEET)
50 0 25 50 100 °
1 inch= 50 ft. / or
ILL Lr
z�
J LC
LC
PROFILE
�a
VERTICAL SCALE: 1" = 5'
Ct
HORIZONTAL SCALE: 1"
50' w u
O
Oil
O
F_ C
BEGIN PROJECT
EXISTING 16" GAS LINE
I I
STA. 0 +00 =
(TO BE ABANDONED)
N
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STA. 5225 +15
rn
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101
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\ \ \ I
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GEO CORE B -0 \GAs I
Station =3 +15 \GASH /- - - - - -- -------- - - - - -- - - - --
Offset=- 106.3L
GAS I
EXISTING 70'
GAS EASEMENT
D.B. 1334,
--------------- - - - - -- — 276
/ o GAS O
/ \ GAS —GAS O I O O O O
/ 0 —GASH O , O + +
/ O \ \ \ O + GAS + -A/ GAS GAS GAS -- N GAS GAS —GAS M GAS GAS GAS GAS M —GAS GAS GAS- -GAS— M ,S GAS GAS GAS—
/ 00 O OM cM M N N N
N -N N - N N - -�- - - - - - - - - - L- - - - - - - - - - -L0 - - - - - - -
/� In — — — — — — — — — — l!0 \ �- — — — — — — — - Lo - — — — -- — — — - � — — — — — — — — — — � - -�/ —�/ —�/ --/ —v —�/ �( �/ �/ �( �{ �/ �/ �( �/ �/ �/ �( �/ yam` [,�( �/ �/ �/ �( �/ �/ �/ �/ �/ �/ �/ �/ �/ �/ �/ �/ �/ �/ �/ �/ �/ �/ �/ �/
X�J9YCSXT7CYCSX'7C7 -A.*7�7C`A rx N(- C`T57 *X T(sx rX 7C7�/C`i'k'/C7C7CWF x4-X X-7V4X`AX- -X7 .)4x- rXG )47r/ -XG )47
-GAS GAS GAS GAS — GAS GAS WYt' - - - - - - - - p - e
EXISTING 16" GAS LINE C)
(TO REMAIN) ++ _
♦, Xo° - i ° - -- —
— — 8
— — — — — — — — — — — — —
moo - - - - - - -
s
♦ O
PROPOSED
TEMPORARY WORKSPACE ♦ r"' T
PROPOSED
XD ♦ /
PERMANENT EASEMENT ♦ Q
0 /
°
PLAN C9
ALIGNMENT PLAN
SCALE: 1" = 50' / /0
GRAPHIC SCALE (IN FEET)
50 0 25 50 100 °
1 inch= 50 ft. / or
ILL Lr
z�
J LC
LC
PROFILE
�a
VERTICAL SCALE: 1" = 5'
Ct
HORIZONTAL SCALE: 1"
50' w u
O
Oil
O
F_ C
O
z4
I I
+
230
N
�
220
210
200
195
e 002 22 L.F. OPEN CUT 1¢—
— — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — _
—0 — 0+ I
WARN ROAD -� -�_ � � 1 't Q0
- — 1 _ 4
- 13 +00 _ — — o
_O
- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -- - - - - --- - - - - - -_ - - - - -- - - - - - -- _ co _ - -_ -_
LU
/ 0 O O O — _ _ _ __ _
/ O O O O O O O O _ C) --
/
or M 00 SA O O Q
=MMM mom M v-
Na 1
ft ft _N lift
- 36 L.F. OPEN CUT 6 PROPOSED 1 1 ;
002 TEMPORARY WORKSPACE , 1
PROPOSED L 1 I
PERMANENT EASEMENT aft 1
PROPOSED J I
PERMANENT EASEMENT I
i
PROPOSED '
TEMPORARY WORKSPACE I
i
i
EXISTING 16" GAS LINE
S9
D
�
I
I
M
(TO BE ABANDONED)
O
N �
O
O
O
O
O
O
I
O
+
I I
+
+
N
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o
rn
o
C)
- N -GAS
GAS GAS GAS GA: N —GAS GAS GAS
GAS— N �S GAS GAS
GAS N —GAS—GAS-
I o - -
- - - L0 - -
- Ln - -
LO- -
- - . - - -
- - - - - - -
N co
N
e 002 22 L.F. OPEN CUT 1¢—
— — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — _
—0 — 0+ I
WARN ROAD -� -�_ � � 1 't Q0
- — 1 _ 4
- 13 +00 _ — — o
_O
- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -- - - - - --- - - - - - -_ - - - - -- - - - - - -- _ co _ - -_ -_
LU
/ 0 O O O — _ _ _ __ _
/ O O O O O O O O _ C) --
/
or M 00 SA O O Q
=MMM mom M v-
Na 1
ft ft _N lift
- 36 L.F. OPEN CUT 6 PROPOSED 1 1 ;
002 TEMPORARY WORKSPACE , 1
PROPOSED L 1 I
PERMANENT EASEMENT aft 1
PROPOSED J I
PERMANENT EASEMENT I
i
PROPOSED '
TEMPORARY WORKSPACE I
i
i
36 L.F. OPEN CUT
230
220
VERY
\ 4' MIN. COVER
FIRM 9 -13 -18
SAi D N =31 \ 16 210
I M 11 -3 -14 22 L.F. OPEN CUT
VERY N -17
STIFF
LEAN
7 -12 -13
N =25
LN
0
d
LD
S9
D
�
-
a0
M
PREPARED BY:
` ENERGY LAND & INFRASTRUCTURE
1015 PASSPORT WAY • CARY, NORTH CAROLINA 27513
919- 234 -1974 • WWW.ELI- LLC.COM • LICENSE # P -1289
ENGINEERS SURVEYORS INFRASTRUCTURE ENVIRONMENTAL
NASHVILLE, TENNESSEE CARY , NORTH CAROLINA
O
N �
O
A O
O
l+
L0
O
LC
O
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d O
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N
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N co
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CAT#
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GEO CORE B -04
-
-
o
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cn
ti
Station =3 +15
O
o
v
a
0
�
d
SURF ELEV = 221'
+
+
N
N N
a
a O
10
TERM ELEV = 191'
N N
-
N N
N
N
- N
N
O
N N
-
N N
N N
N N
___
N
0 +00 1 +00 2 +00 3100
16763
16 "45 °WELD ELL FS 3R Y-52
Sn
Sn
- -- __ -_
CLIENT PROJECT NO:
2239872
REVISION: 1
DRAWING NO: 3007 -04 -015
a
O
a
O
1 16650
16 "X16 "X16" WELD BARRED TEE Y -70
3 -3 -3
ILL
LU
— 4'MIN,
16652
1 6"X1 6"X6".375X.280 WT WELD BBT Y -70
N =6 __j
COVE R
`------ -9ANDE -
-ZZZ -------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------
— 16
- - - - -- - -
--
N=4
-��i�
\
\\
IN. COVER
'- ------------ - - - - --
\- - - ----- ---- -- --- --
16"
4' MIN. COVER
- - - -
za
16"
36 L.F. OPEN CUT
230
220
VERY
\ 4' MIN. COVER
FIRM 9 -13 -18
SAi D N =31 \ 16 210
I M 11 -3 -14 22 L.F. OPEN CUT
VERY N -17
STIFF
LEAN
7 -12 -13
N =25
LN
0
d
LD
S9
D
�
-
a0
M
PREPARED BY:
` ENERGY LAND & INFRASTRUCTURE
1015 PASSPORT WAY • CARY, NORTH CAROLINA 27513
919- 234 -1974 • WWW.ELI- LLC.COM • LICENSE # P -1289
ENGINEERS SURVEYORS INFRASTRUCTURE ENVIRONMENTAL
NASHVILLE, TENNESSEE CARY , NORTH CAROLINA
O
N �
O
A O
O
O
L0
O
LC
O
't
d O
O
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O
L0
N
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O
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C O
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d
1�
M
� N
N '0
CD
M
N
CAT#
O
O
O
N
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-
-
8 -12 -12
ti
ti
ti
S9
O
O O
O O
O (0
O
�
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d
d
N
N
N N
N
N N
FIRM
N SAND)
-
10
N =24 N
N N
-
N N
N
N
- N
N
-
N N
N N
-
N N
N N
N N
N N
N
0 +00 1 +00 2 +00 3100
16763
16 "45 °WELD ELL FS 3R Y-52
4 +00 5 +00 6 +00 7 +00 8 +00 9 +00 10 +00 11 +00 12 +00 13 +00 14 +00
6 -15 -12
N =27
200
195
REVISION
,
®
Know. what's below.
Call before you dig.
Piedmont
Natural Gas
PREPARED BY:
` ENERGY LAND & INFRASTRUCTURE
1015 PASSPORT WAY • CARY, NORTH CAROLINA 27513
919- 234 -1974 • WWW.ELI- LLC.COM • LICENSE # P -1289
ENGINEERS SURVEYORS INFRASTRUCTURE ENVIRONMENTAL
NASHVILLE, TENNESSEE CARY , NORTH CAROLINA
\ I /
\
� �
_�
= _
_
i
I
SCALE:
AS SHOWN
DESIGNED BY:
SWH
PNG 2014 CLASS LOCATION REPLACEMENT
SCOTLAND COUNTY, NORTH CAROLINA
SITE 4 - MCGIRTS BRIDGE ROAD
STA. 5225 +35 TO STA. 5238 +86
REV
DATE
DESCRIPTION
1
03/15/15
REMOVED CONVENTIONAL BORES
ISSUE DATE:
MARCH 13 2015
DRAWN BY:
CAJ
MATERIAL SUMMARY
MK NO
QTY
CAT#
DESCRIPTION
MK NO
QTY
CAT#
DESCRIPTION
ELI PROJECT NO:
14 -21 -3007
CHECKED BY:
SWH
1
1,375'
TBD
16".375 WT X -65 CFB DRL PIPE
8
0
TBD
16" WXW ANSI 600 GEAR BALL VALVE W /10' EXT.
2
125'
16771
16".375 WT X -65 CFB /PC DRL PIPE
9
0
16488
6 "X2" WELD RED. COUPLING STD WT Y -52
CLIENT:
PIEDMONT NATURAL GAS
ISSUE FOR CONSTRUCTION
3
1
16"X3'.375 WT .219 WT X -65 TRANS. PIPE
10
0
12792
2".154 WT X -52 CFB DRL PIPE
4
2
16762
16" 90° WELD ELL FS 3R Y -52
11
0
15180
2" WXW ANSI 600 KEY COATED BALL VALVE
5
2
16763
16 "45 °WELD ELL FS 3R Y-52
CLIENT PROJECT NO:
2239872
REVISION: 1
DRAWING NO: 3007 -04 -015
6
0
1 16650
16 "X16 "X16" WELD BARRED TEE Y -70
7
0
16652
1 6"X1 6"X6".375X.280 WT WELD BBT Y -70

a
a
a
0
N
M
C
ry
W
Z
O
TRACT 1
WALKER
FAMRS, INC.
D.B. 14E, PG. 154
H
O 3 16" x 0.219" WT X -42
Z
J
CL
PLAN
ALIGNMENT PLAN
SCALE: 1" = 50'
GRAPHIC SCALE (IN FEET)
50 0 25 50 100
1 inch = 50 ft.
PROFILE
VERTICAL SCALE: 1" = 5'
HORIZONTAL SCALE: 1" = 50'
W
J_
11
O
ry
d
M O
—'Al O
— —GASH co
_ M s
_ N �GAS_
cas
L—GAS— _
GAS —GAS
�6AS
It EXISTING 16" GAS LINE
(TO BE ABANDONED)
O
LMV
O �
+
4S
EXISTING 70'
GAS EASEMENT
).B. 1334, PG. 276
— _ EXISTING 16" GAS LINE
k— — — — — — — — (TO BE ABANDONED) o AS�GAS-
y� CF —G GAS— +
_ _O (�� 1�%C TS �N,� AS— GAS —GA O I � GAS GAS _
O ' !_- �• �` S G GAS— 1 \ O \ \ \ \ \ \ \ —GASH O'GAS-
d' —Cf) GAS —GAS I O \ \ \\ \ �GAS�GAS—GAS L _
��_ - _ _7�(�(s1c " — _ \G^ + �cAs \ g\—c \ c O _GAS cns cns —GAS �
STA. 23 +18 = _ _ —
STA. 5247 +37_
O
O
GAS�G GAS�GAS-
G� N
Ift I — _ M GAS GA.. _
�3+ aft — — _ _ N \ \ \ \ \\ — o + _ — — LO EXISTING 16" GAS LINE
Op oC) jWq( 'any \ \ _ - - - - -- 7�"�� (TO REMAIN) __ --
CIA
Mft \ M W \ ^ " �yrJ(Ga(.]/G7C n 7CG7F n JC /`
' " "(�
/�G
aft C) 100
» w \ — now co o _o_ o i +
C) woo
ftft aft PROPOSED — — — \ \` ` �1"\' \ \ _ N Now ♦ TEMPORARY WORKSPACE — —
r \ woo
all-
230
220
210
200
190
PROPOSED
PERMANENT EASEMENT
16 +00 17 +00 18 +00 19 +00 20 +00 21 +00 22 +00 23 +00
230
220
210
200
190
�o
�L
� o
L0�
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f
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SCALE:
AS SHOWN
DESIGNED BY:
SWH
J� V
o r`7
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Q
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M
�
W
ISSUE DATE:
MARCH 13, 2015
II M
a)
00
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d M W
d co c2
DESCRIPTION
MK NO
II II
II II
II II
II II
CHECKED BY:
SWH
1
Z W
Z W
Z W
Z W
ry
W
Z
O
TRACT 1
WALKER
FAMRS, INC.
D.B. 14E, PG. 154
H
O 3 16" x 0.219" WT X -42
Z
J
CL
PLAN
ALIGNMENT PLAN
SCALE: 1" = 50'
GRAPHIC SCALE (IN FEET)
50 0 25 50 100
1 inch = 50 ft.
PROFILE
VERTICAL SCALE: 1" = 5'
HORIZONTAL SCALE: 1" = 50'
W
J_
11
O
ry
d
M O
—'Al O
— —GASH co
_ M s
_ N �GAS_
cas
L—GAS— _
GAS —GAS
�6AS
It EXISTING 16" GAS LINE
(TO BE ABANDONED)
O
LMV
O �
+
4S
EXISTING 70'
GAS EASEMENT
).B. 1334, PG. 276
— _ EXISTING 16" GAS LINE
k— — — — — — — — (TO BE ABANDONED) o AS�GAS-
y� CF —G GAS— +
_ _O (�� 1�%C TS �N,� AS— GAS —GA O I � GAS GAS _
O ' !_- �• �` S G GAS— 1 \ O \ \ \ \ \ \ \ —GASH O'GAS-
d' —Cf) GAS —GAS I O \ \ \\ \ �GAS�GAS—GAS L _
��_ - _ _7�(�(s1c " — _ \G^ + �cAs \ g\—c \ c O _GAS cns cns —GAS �
STA. 23 +18 = _ _ —
STA. 5247 +37_
O
O
GAS�G GAS�GAS-
G� N
Ift I — _ M GAS GA.. _
�3+ aft — — _ _ N \ \ \ \ \\ — o + _ — — LO EXISTING 16" GAS LINE
Op oC) jWq( 'any \ \ _ - - - - -- 7�"�� (TO REMAIN) __ --
CIA
Mft \ M W \ ^ " �yrJ(Ga(.]/G7C n 7CG7F n JC /`
' " "(�
/�G
aft C) 100
» w \ — now co o _o_ o i +
C) woo
ftft aft PROPOSED — — — \ \` ` �1"\' \ \ _ N Now ♦ TEMPORARY WORKSPACE — —
r \ woo
all-
230
220
210
200
190
PROPOSED
PERMANENT EASEMENT
16 +00 17 +00 18 +00 19 +00 20 +00 21 +00 22 +00 23 +00
230
220
210
200
190
REVISION
•
, ®
Knowat's below.
Callbefore you dig.
Piedmont
Natural Gas
PREPARED BY:
ENERGY LAND & INFRASTRUCTURE
1015 PASSPORT WAY • CARY, NORTH CAROLINA 27513
919- 234 -1974 WWW.ELI- LLC.COM • LICENSE # P -1289
ENGINEERS SURVEYORS INFRASTRUCTURE ENVIRONMENTAL
NASHVILLE, TENNESSEE CARY , NORTH CAROLINA
\
f
�
_
__ _
_ -
`
i ;
I I
SCALE:
AS SHOWN
DESIGNED BY:
SWH
PNG 2014 CLASS LOCATION REPLACEMENT
SCOTLAND COUNTY, NORTH CAROLINA
SITE 4 - MCGIRTS BRIDGE ROAD
STA.52 38 +86 TO STA. 5247 +37
REV
DATE
DESCRIPTION
ISSUE DATE:
MARCH 13, 2015
DRAWN BY:
CAJ
MATERIAL SUMMARY
MK NO
QTY
CAT #
DESCRIPTION
MK NO
QTY
CAT #
DESCRIPTION
ELI PROJECT NO:
14 -21 -3007
CHECKED BY:
SWH
1
818'
TBD
16".375 WT X-65 CFB DRL PIPE
8
0
15368
16" WXW ANSI 600 GEAR BALL VALVE
2
0
16771
16".375 WT X -65 CFB /PC DRL PIPE
9
0
16488
6 "X2" WELD RED. COUPLING STD WT Y -52
CLIENT:
PIEDMONT NATURAL GAS
ISSUE FOR CONSTRUCTION
3
1
16"X3'.375 WT .219 WT X -65 TRANS. PIPE
10
0
12792
2".154 WT X -52 CFB DRL PIPE
4
0
16762
16" 90° WELD ELL FS 3R Y -52
11
0
15180
2" WXW ANSI 600 KEY COATED BALL VALVE
5
0
16763
16 "45 °WELD ELL FS 3R Y-52
CLIENT PROJECT NO:
2239872
REVISION: - - --
DRAWING NO: 3007 -04 -016
6
0
16650
16 "X16 "X16" WELD BARRED TEE Y -70
7
0
15317
16 "X16 "X6" WELD RED. TEE STD WT Y -52

d
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Al
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i
INSTALL CONSTRUCTION
ENTRANCE, SEE DETAIL 1,
SHEET 3007 -00 -003
i
Ali
-/ N
.r\
EXISTING CONTOURS (TYP.)
x
° \ °o \ \ \ \ \ \\ \ \\ \ \`r ♦ ` \ \G9S ` _/ / / /
G \ �V A V HS ♦ V GqS / ` � • _
\ \ hhh
°° ` \ \ `� \ 4 \ \ \ \ \ \ \ s \ ♦ i Gqs /
♦ ♦9S /� I \
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FLOW ARROW (TYP.) V ♦� G�� \ < ° °AVA\ `v \\ I �GgsGgs I ♦ \
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ro, � G � \ \ \ \ �\ \GqS ♦ ♦ x
s%
Po�♦
Gqs ♦� ♦ LIMITS OF DISTURBANCE
\G \ \ \ \� \\ \° / ` \ \ GqS ♦ ♦qS �<o \
\ � \ \ \ \\ `` \ \G9S ♦ \(`'qS � \
�G \ \ \� \ °. �G�� ♦ No
�r �� �\ ` � �� V G9S ♦ \
GRAPHIC SCALE (IN FEET)
80 0 40 80 180
1 inch = 80 ft.
PLAN
EROSION CONTROL PLAN
SCALE: 1" = 80'
REVISION
G � � `\ \ \\ ♦ � G9S GS ♦��`Oo
9
S �
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♦ GqS ♦\
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\ \ _p / \ \\\ \ \ \ � ,, ♦ ♦�\ \Gqs ♦ \ ♦ ♦\ ` °°
INSTALL CONSTRUCTION \ \�\ \ \\ �7�I \\ \Gqs ♦�°S ♦\
ENTRANCE, SEE DETAIL 1, \ \�A \\ ♦ �G ♦�G9s ♦ ° ♦ \� °°
SHEET 3007 -00 -003 V `� A\ �\ �� ♦�� qs ♦ ♦� ♦A <°
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REV
DATE
DESCRIPTION
MATERIAL SUMMARY
MK NO
QTY
CAT #
DESCRIPTION
MK NO
QTY
CAT #
DESCRIPTION
1
4,580'
SILT FE
NICE
2
137'
SAFET
FENCE
Know what's below.
Call before you dig
r6111
Piedmont
Natural Ga.&S-
N/
TEMPORARY STREAM
CROSSING. SEE DETAIL 7,
SHEET 3007 -00 -002 �C /1
14,//
\
\
\
\
THE
SOILS IN THE PROJECT AREA INCLUDE:
• CoA - COXVILLE LOAM, 0 TO 2 PERCENT SLOPES
• LyA - LYNCHBURG SANDY LOAM, 0 TO 2 PERCENT SLOPES
• NcA - NOBOCO LOAMY SAND, 0 TO 2 PERCENT SLOPES
• NcB - NOBOCO LOAMY SAND, 2 TO 6 PERCENT SLOPES
• NoB - NORFOLK LOAMY SAND, 2 TO 6 PERCENT SLOPES
\ ♦ \ \
GIs � \
9S
G 4". GqS Po\
GqS °p \
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\ ♦ ` `
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GqS
ENERGY LAND & INFRASTRUCTURE
1015 PASSPORT WAY • CARY, NORTH CAROLINA 27513
919- 234 -1974 • WWW.ELI- LLC.COM • LICENSE # P -1289
ENGINEERS • SURVEYORS • INFRASTRUCTURE • ENVIRONMENTAL
NASHVILLE, T E N N E S S E E C A R Y , N O R T H C A R O L I N A
PROJECT DESCRIPTION
THE PROPOSED PROJECT WILL REPLACE 7 PORTIONS OF NATURAL GAS
PIPELINE ALONG PIEDMONT NATURAL GAS' LINE 1. THE DISTURBED AREA IS
APPROXIMATELY 6.4 ACRES.
EXISTING SITE CONDITIONS
THE SITE IS COMPRISED OF GRASSED RESIDENTIAL; EXISTING UTILITY
EASEMENTS; AND EXISTING ROAD R.O.W.
SCHEDULE
CONSTRUCTION OF THE PIPELINE IS SCHEDULED TO BEGIN APRIL 2015 AND BE
COMPLETE BY DECEMBER 2015.
EROSION AND SEDIMENT CONTROL NARRATIVE
THE EROSION AND SEDIMENT CONTROL MEASURES FOR THIS PROJECT
INVOLVE THE STRATEGIC PLACEMENT OF A VARIETY OF DEVICES INCLUDING:
• SILT FENCE
• TEMPORARY GRAVEL CONSTRUCTION ENTRANCE /EXIT
MOST OF THESE DEVICES ARE TO BE INSTALLED PRIOR TO CLEARING AND
GRADING. ALL EROSION AND SEDIMENT CONTROL DEVICES SHALL BE
PROPERLY MAINTAINED DURING ALL PHASES OF CONSTRUCTION UNTIL
CONSTRUCTION ACTIVITIES HAVE CEASED AND ALL DISTURBED AREA HAVE
BEEN STABILIZED. ADDITIONAL EROSION AND SEDIMENT CONTROL DEVICES
MAY BE REQUIRED DURING CONSTRUCTION. ALL TEMPORARY CONTROL
DEVICES SHALL BE REMOVED ONCE CONSTRUCTION IS COMPLETE AND THE
SITE IS STABILIZED. DUST CONTROL ON SITE SHALL BE KEPT WITHIN
ACCEPTABLE LIMITS BY SPRINKLING WITH WATER OR OTHER ACCEPTABLE
METHODS. THE CONTRACTOR IS RESPONSIBLE FOR THE CONTROL OF
SEDIMENT ON SITE. IF THE APPROVED EROSION AND SEDIMENTATION CONTROL
MEASURES PROVE INSUFFICIENT, THE CONTRACTOR MUST TAKE THOSE
ADDITIONAL STEPS NECESSARY TO STOP SEDIMENT FROM LEAVING THE SITE.
THE PIEDMONT SITE REPRESENTATIVE MAY ADJUST EPSC PLANS BASED ON
SITE CONDITIONS IN ACCORDANCE WITH BEST MANAGEMENT PRACTICES.
CONSTRUCTION SEQUENCE
1. OBTAIN PLAN APPROVAL AND PERMITS.
2. HOLD PRE - CONSTRUCTION CONFERENCE.
3. FLAG CONSTRUCTION LIMITS.
4. INSTALL EROSION CONTROL MEASURES.
5. BEGIN CLEARING.
6. REPLACE OR INSTALL REMAINING EROSION CONTROL MEASURES.
7. BEGIN INSTALLING PIPE.
8. COMPLETED AREA SHOULD BE SEEDED WITHIN 7 DAYS AFTER PIPE HAS
BEEN INSTALLED AND FINAL GRADING OR AS SOON AS PRACTICAL. ALL
DISTURBED AREA SHALL BE SEEDED WITHIN 14 DAYS AFTER WORK HAS
CEASED.
9. ALL DISTURBED AREA SHALL BE STABILIZED WITH SEED AND STRAW,
HYDROSEEDING, OR SOD.
10. REMOVE EROSION AND SEDIMENT CONTROLS FOLLOWING FINAL INSPECTION
AND SIGNOFF FROM LOCAL STORMWATER OR ENGINEERING
REPRESENTATIVE.
11. PROVIDE PERMANENT VEGETATION.
EROSION CONTROL DEVICE NOTES
1. ALL STREAM AND /OR WETLAND CROSSING LOCATIONS NOTED ON THE PLANS
ARE APPROXIMATE.
2. SEDIMENT TRAPS SHALL BE LOCATED A MINIMUM OF 20 FEET OUTSIDE
STREAMS AND WETLANDS.
3. SILT FENCE SHALL BE INSTALLED DOWN- GRADIENT OF THE CONSTRUCTION
AREA AS NOTED ON THE PLANS AND AS SHOWN IN THE DETAILS.
4. ANY FAILURE OF ANY EROSION CONTROL DEVICE TO FUNCTION AS INTENDED
FOR ANY REASON SHALL BE REPORTED TO THE ENGINEER IMMEDIATELY.
5. ADDITIONAL EROSION CONTROL DEVICES SHALL BE INSTALLED IMMEDIATELY
AFTER GROUND DISTURBANCE OCCURS. THE LOCATION OF SOME OF THE
EROSION CONTROL DEVICES MAY HAVE TO BE ALTERED FROM THAT SHOWN
ON THE PLANS IF DRAINAGE PATTERNS DURING CONSTRUCTION ARE
DIFFERENT FROM THE FINAL PROPOSED DRAINAGE PATTERNS. IT IS THE
CONTRACTORS RESPONSIBILITY TO ACCOMPLISH EROSION CONTROL FOR
ALL DRAINAGE PATTERNS CREATED AT VARIOUS STAGES DURING
CONSTRUCTION.
6. BUFFER DISTURBANCES AS NOTED ON THE PLANS SHALL BE SEEDED AT A
RATE OF 20 GALLONS PER 100 L.F. OF BUFFER DISTURBANCE USING THE
FOLLOWING MIX: KENTUCKY 31 FESCUE (55 %), ENGLISH RYE (20 %), KOREAN
LESPEDEZA (15 %), GERMAN MILLET (10 %).
7. HYDROSEEDING OR CURLEX (OR APPROVED EQUAL) IS REQUIRED FOR FINAL
STABILIZATION ON STEEP SLOPES.
MAINTENANCE
1. ALL SEDIMENT AND EROSION CONTROL DEVICES INCLUDING PLANTED AREAS
SHALL BE INSPECTED AT LEAST ONCE PER WEEK AND WITHIN 24 HOURS
AFTER ANY STORM EVENT GREATER THAN A HALF INCH(DURING A 24 HOUR
PERIOD). DAMAGED OR INEFFECTIVE DEVICES SHALL BE REPAIRED OR
REPLACED AS NECESSARY BY THE END OF THE DAY.
2. CLEAN SILT BARRIERS WHEN THEY ARE APPROXIMATELY 50% OBSTRUCTED
BY SEDIMENT OR AS DIRECTED BY THE OWNER'S REPRESENTATIVE.
GENERAL NOTES
1. THE CONTRACTOR IS RESPONSIBLE FOR IMPLEMENTATION AND
MAINTENANCE OF ALL EROSION AND SEDIMENT CONTROL DEVICES.
2. ALL UNDERGROUND UTILITIES SHOULD BE LOCATED AND MARKED IN THE
FIELD PRIOR TO COMMENCING CONSTRUCTION.
3. DISTURBED AREA SHALL BE STABILIZED AS SOON AS PRACTICALLY POSSIBLE
FOR PORTIONS OF THE SITE WHERE CONSTRUCTION ACTIVITIES HAVE BEEN
COMPLETED. THESE AREAS SHALL BE STABILIZED NO LATER THAN 14 DAYS
AFTER CONSTRUCTION HAS CEASED.
4. FILL, COVER, AND TEMPORARY STABILIZATION AT THE END OF EACH DAY IS
RECOMMENDED WHERE PRACTICAL. IT IS IMPORTANT TO CLOSE AND
STABILIZE OPEN TRENCHES ON STEEP SLOPES AS SOON AS POSSIBLE.
5. CONTRACTOR SHALL REGULARLY SWEEP SITE TO AVOID TRANSPORTING
SILT OR SEDIMENT FROM SITE.
6. STREAM AND WETLANDS, IF PRESENT, SHALL BE RETURNED TO ORIGINAL
GRADE UPON COMPLETION OF CONSTRUCTION.
7. SILT FENCE SHALL REMAIN OR BE INSTALLED ALONG STREAMS FOLLOWING
PIPELINE INSTALLATION AND FINAL GRADING UNTIL THE AREA IS STABILIZED.
8. ADDITIONAL MEASURES MAY BE NECESSARY TO PROTECT AREA STREAM
AND /OR WETLANDS IF PRESENT.
9. THESE PLANS ARE FOR EROSION AND SEDIMENT CONTROL PURPOSES ONLY
AND DO NOT APPLY TO CONSTRUCTION PURPOSES.
10. IF A FRACTURE IS OBSERVED DURING THE BORING OF A STREAM CROSSING,
WORK MUST BE IMMEDIATELY HALTED, AND ALL LOST LUBRICANT /MUD MUST
BE REMOVED FROM THE STREAM. THE FRACTURE HOLE WILL BE SEALED
AND THE SITE WILL BE EVALUATED BEFORE CONTINUATION OF BORING.
11. CONTRACTOR SHALL MAINTAIN A MINIMUM VERTICAL CLEARANCE OF 24"
BETWEEN THE PIPELINE AND ALL EXISTING AND PROPOSED UTILITIES.
STANDARDS
ALL EROSION AND SEDIMENT CONTROLS SHALL BE IN ACCORDANCE WITH THE
NPDES STORMWATER DISCHARGE PERMIT FOR CONSTRUCTION ACTIVITIES AND
THE NORTH CAROLINA EROSION AND SEDIMENT CONTROL PLANNING AND
DESIGN MANUAL.
SCALE: DESIGNED BY:
AS SHOWN SWH
ISSUE DATE: DRAWN BY:
MARCH 13, 2015 CAJ
ELI PROJECT NO: CHECKED BY:
14 -21 -3007 SWH
CLIENT
PIEDMONT NATURAL GAS
CLIENT PROJECT NO:
2239872
PNG 2014 CLASS LOCATION REPLACEMENT
SCOTLAND COUNTY, NORTH CAROLINA
SITE 4 - MCGIRTS BRIDGE ROAD
EROSION CONTROL PLAN
ISSUE FOR CONSTRUCTION
REVISION: - - -- DRAWING NO: 3007-04-017
-017

g
a
r
a
a
0
N
a
o (TO REMAIN)
/
h ^ I I f
`GAS\ h I I /
GIs Q'qs
____ - -- GgS�Ggs� \\ 1 BEGIN NEW 16" GAS LINE
STA. 0 +00
STA. 5153 +01 /
\G9S�GgS O PROPOSED
XTEMPORARY WORKSPACE
5 '
G `3J
EXISTING 16" GAS LIN Gp5 /GP
qS ' (PORTION TO BE ABAN ONE i1' /GPS
t' _
\ \ EXISTING 50' ISS
\ GAS EASEMENT q \� \ o jGPS /�
'Is
\ /
\ PROPOSED /
\ I� ```` ` O
MPORARY WORKSPACE I PS ja /S \GASH <' - \ �° oo \\ ,
PROPOSED GPS /GS GqS \ M
\P NENT EASENA NT GPS/ o J s- \,h PROPO /
TEMPORAR R PACE
s s h /
GIs -10 �
EXISTING 70' `\
/ GAS EASEMENT
°
PROPOSED y
TEMPORARY WORKSPACE X/
1
/
/
/ 4/
i
l
_4
Ile
I ,
5.
a
GRAPHIC SCALE (IN FEET)
60 0 30 60 120
1 inch = 60 ft.
PLAN
OVERALL SITE LAYOUT
SCALE: 1" = 60'
f
/ 1
V •�
1^
O
� oJ�
GgS\GgS P\� • / • /
-CO �o
GqS 'c /
• \O /NX / \� O�j / �� \GqS\ / \ Q
/ °N
N
/
\ \ TRACT 1
` \ WALLACE
\ TRUCKIN(
D.B. 14K, PG.
` \ PIN# 020305 0
Go (p `
�O
'�1( \G / WALLACE \
`�`\ TRUCKING \
D.B. 14K, PG. 283
PIN# 020305 01045 z
O \ `
0
/
\ 9
\ PROPOSED ♦ \` 9
TEMPORARY WORKSPACE �c� �A \� \\
O I
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4
a
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01 PORTION BAN N
ON
O
c
,.� \\` \ \� 9s \G \ \ \\ N \
ONE
\ ` 0't EN N 16" GAS L
NX STA. 13 +O6't- \
\ 9S\
STA. 5166 +04`
NZ\ LL
PROPOSED
PERMANENT EASEMENT ♦ _ _
PROPOSED
4 / / TEMPORARY WORKSPACE /
/ \ -,,,LAURINBURG REGULATOR
/
STATION /
/
I
1
I
r° I
•' I
I
I
I
I
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I
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/
/
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/
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/
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TRACT 18
WALLACE
TRUCKING
D.B. 6R, PG. 472
PIN# 020305 01047
REVISION
•
®
Knowwhat's below
Callbefore you dig.
Piedmont
Natural Gas
ENERGY LAND & INFRASTRUCTURE
1015 PASSPORT WAY • CARY, NORTH CAROLINA 27513
919- 234 -1974 WWW.ELI— LLC.COM LICENSE # P -1289
ENGINEERS SURVEYORS INFRASTRUCTURE ENVIRONMENTAL
NASHVILLE, TENNESSEE CARY , NORTH CAROLINA
\
f
�'
� �
- -
_ _
_ —
��
I I \ \ \
SCALE:
AS SHOWN
DESIGNED BY:
SWH
PNG 2014 CLASS LOCATION REPLACEMENT
SCOTLAND COUNTY, NORTH CAROLINA
SITE 5 — WAGRAM ROAD
OVERALL SITE LAYOUT
REV
I
DESCRIPTION
ISSUE DATE:
MARCH 13, 2015
DRAWN BY:
CAJ
MATERIAL SUMMARY
MK NO
QTY
ACCESS DRIVE
DESCRIPTION
/
QTY
CAT #
DESCRIPTION
ELI PROJECT NO:
14 -21 -3007
CHECKED BY:
SWH
PROPOSED
TEMPORARY WORKSPACE woo
/
� 0
wo woo
ISSUE FOR CONSTRUCTION
WALLACE
I �—
TRUCKING
_—
1
D.B. 1003 PG. 125
PIN# 020305 01060
_ �—
I I
I
CLIENT PROJECT NO:
2239872
REVISION: - - --
DRAWING NO: 3007 -05'0
I I
1 TRACT 4 1
SCOTLAND COUNTY ECONOMIC
1 CITY OF I
DEVELOPMENT CORPORATION
D.B. 1319, PG. 189
'
I LAURENBURG I
PIN# 020305 0103801
D.B. 1407, PG. 145
EXISTING 16" GAS LINES S PIN# 020305 0106001
o (TO REMAIN)
/
h ^ I I f
`GAS\ h I I /
GIs Q'qs
____ - -- GgS�Ggs� \\ 1 BEGIN NEW 16" GAS LINE
STA. 0 +00
STA. 5153 +01 /
\G9S�GgS O PROPOSED
XTEMPORARY WORKSPACE
5 '
G `3J
EXISTING 16" GAS LIN Gp5 /GP
qS ' (PORTION TO BE ABAN ONE i1' /GPS
t' _
\ \ EXISTING 50' ISS
\ GAS EASEMENT q \� \ o jGPS /�
'Is
\ /
\ PROPOSED /
\ I� ```` ` O
MPORARY WORKSPACE I PS ja /S \GASH <' - \ �° oo \\ ,
PROPOSED GPS /GS GqS \ M
\P NENT EASENA NT GPS/ o J s- \,h PROPO /
TEMPORAR R PACE
s s h /
GIs -10 �
EXISTING 70' `\
/ GAS EASEMENT
°
PROPOSED y
TEMPORARY WORKSPACE X/
1
/
/
/ 4/
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GRAPHIC SCALE (IN FEET)
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1 inch = 60 ft.
PLAN
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TRACT 18
WALLACE
TRUCKING
D.B. 6R, PG. 472
PIN# 020305 01047
REVISION
•
®
Knowwhat's below
Callbefore you dig.
Piedmont
Natural Gas
ENERGY LAND & INFRASTRUCTURE
1015 PASSPORT WAY • CARY, NORTH CAROLINA 27513
919- 234 -1974 WWW.ELI— LLC.COM LICENSE # P -1289
ENGINEERS SURVEYORS INFRASTRUCTURE ENVIRONMENTAL
NASHVILLE, TENNESSEE CARY , NORTH CAROLINA
\
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- -
_ _
_ —
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SCALE:
AS SHOWN
DESIGNED BY:
SWH
PNG 2014 CLASS LOCATION REPLACEMENT
SCOTLAND COUNTY, NORTH CAROLINA
SITE 5 — WAGRAM ROAD
OVERALL SITE LAYOUT
REV
DATE
DESCRIPTION
ISSUE DATE:
MARCH 13, 2015
DRAWN BY:
CAJ
MATERIAL SUMMARY
MK NO
QTY
CAT #
DESCRIPTION
MK NO
QTY
CAT #
DESCRIPTION
ELI PROJECT NO:
14 -21 -3007
CHECKED BY:
SWH
CLIENT:
PIEDMONT NATURAL GAS
ISSUE FOR CONSTRUCTION
CLIENT PROJECT NO:
2239872
REVISION: - - --
DRAWING NO: 3007 -05'0

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TRUCKING LAURENBURG DEVELOPMENT CORPORATION TRUCKING TRUCKING
O D.B. 10J, PG. 125 D.B. 1407, PG. 145 D.B. 1319, PG. 189 D.B. 14K, PG. 283 D.B. 14K, PG. 283
16" x 0.219" WT X -42 3 0 2O 0 3
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(PORTION TO BE ABANDONED) � + 3 /
BEGIN NEW 16 GAS LINE + , \ 0 + 12'x 60' �.28- S TA. 0 +00 = ' o �� � BORE PITS STA.5153 +01 � ,' �, ' _� ���
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PLAN PROPOSED
ALIGNMENT PLAN
TEMPORARY WORKSPACE
SCALE: 1" = 50' PROPOSED
PERMANENT EASEMENT
GRAPHIC SCALE (IN FEET)
/
so o zs so 100
f inch =50 ft.
PROFILE
VERTICAL SCALE: 1" = 5'
HORIZONTAL SCALE: 1" = 50'
230
220
210
200
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/ GEO CORE B -05
SURF. ELEV: 222' \
/ TERM ELEV: 192'
/ Station =7 +11 \ \
Offset = -50.7 \ \ \ \
O 1 \
m o /� c°o 12'x 20' I 1 - o
x �, BORE PIT ° EXISTING PNG STATION
co 0) Q I 1 '� - -_- I \ 1 SEE SHEET 3007-05-018 FOR
/x A s� ° \ EXISTING 50 CONNECTION DETAIL \
r- -� _ 1 �HF�ED�e jr S ��'�__ +° GAS EASEMENT \ _OHA
END NEW 16" GAS LINE
0 No s Mft� o \ - -- ss v' -- �`( 1 STA. 13+05
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Station =2 +43 =
`SURF ELEV = 221' O
TERM ELEV= 191'
- ----
3 -3 -3
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2.4.4 \ /
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SURF ELEV = 223'
TERM ELEV= 193'
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N =13
N =10 STIFF 4' MIN. COVER
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CLAY 4 -8 -8
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300 L.F. CONVENTIONAL BORE
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5 +00
6 +00
7 +00 1 1 5-3715 1 8 +00
9 +00
10 +00
11 +00
12 +00
13 +00
210
200
REVISION PREPARED BY: \ SCALE: DESIGNED BY:
REV DATE DESCRIPTION • f AS SHOWN SWH PNG 2014 CLASS LOCATION REPLACEMENT
ENERGY LAND & INFRASTRUCTURE SCOTLAND COUNTY, NORTH CAROLINA
� ISSUE DATE: DRAWN BY:
® 1015 PASSPORT WAY • CARY, NORTH CAROLINA 27513 MARCH 13, 2015 CAJ
MATERIAL SUMMARY Piedmont __ _ SITE 5 - WAGRAM ROAD
MK NO QTY CAT # DESCRIPTION MK NO QTY CAT # DESCRIPTION _ ELI PROJECT NO: CHECKED BY:
1 990' TBD 16".375 WT X -65 CFB DRL PIPE s 0 TBD 16" WXW ANSI 600 GEAR BALL VALVE W /10' EXT. 919- 234 -1974 WWW.ELI- LLC.COM • LICENSE # P -1289 -- — 14 -21 -3007 SWH STA. 5153 +15 TO STA. 5166 +04
2 300' 16771 16".375 WT X -65 CFB /PC DRL PIPE 9 0 16488 6 "X2" WELD RED. COUPLING STD WT Y -52 Natural Gas CLIENT:
3 2 16"X3'.375 WT .219 WT X-65 TRANS. PIPE 10 0 12792 2".154 WT X -52 CFB DRL PIPE ` PIEDMONT NATURAL GAS ISSUE FOR CONSTRUCTION
4 0 16762 16" 90° WELD ELL FS 3R Y -52 11 0 15180 2" WXW ANSI 600 KEY COATED BALL VALVE Knowat� below.
5 0 16763 16 "45 °WELD ELL FS 3R Y-52 ENGINEERS • SURVEYORS INFRASTRUCTURE • ENVIRONMENTAL CLIENT PROJECT NO:
6 0 16650 16 "X16 "X16" WELD BARRED TEE Y -70 Callbefore you dig. NASHVILLE, TENNESSEE CARY , NORTH CAROLINA i ; 2239872 REVISION: DRAWING NO: - - -- 3007 -05 -019
7 0 16652 16 "X16 "X6" .375X.280 WT WELD BBT Y -79 I I
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O D.B. 10J, PG. 125 D.B. 1407, PG. 145 D.B. 1319, PG. 189 D.B. 14K, PG. 283 D.B. 14K, PG. 283
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(PORTION TO BE ABANDONED) � + 3 /
BEGIN NEW 16 GAS LINE + , \ 0 + 12'x 60' �.28- S TA. 0 +00 = ' o �� � BORE PITS STA.5153 +01 � ,' �, ' _� ���
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- - --- - -- L // a m
/3
PLAN PROPOSED
ALIGNMENT PLAN
TEMPORARY WORKSPACE
SCALE: 1" = 50' PROPOSED
PERMANENT EASEMENT
GRAPHIC SCALE (IN FEET)
/
so o zs so 100
f inch =50 ft.
PROFILE
VERTICAL SCALE: 1" = 5'
HORIZONTAL SCALE: 1" = 50'
230
220
210
200
O
+
M
Ln
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11
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0
LO
L0
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0
L0
/ 1 \
/ GEO CORE B -05
SURF. ELEV: 222' \
/ TERM ELEV: 192'
/ Station =7 +11 \ \
Offset = -50.7 \ \ \ \
O 1 \
m o /� c°o 12'x 20' I 1 - o
x �, BORE PIT ° EXISTING PNG STATION
co 0) Q I 1 '� - -_- I \ 1 SEE SHEET 3007-05-018 FOR
/x A s� ° \ EXISTING 50 CONNECTION DETAIL \
r- -� _ 1 �HF�ED�e jr S ��'�__ +° GAS EASEMENT \ _OHA
END NEW 16" GAS LINE
0 No s Mft� o \ - -- ss v' -- �`( 1 STA. 13+05
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CIO
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GEO CORE B -06 0 � 2 2 w
Station =2 +43 =
`SURF ELEV = 221' O
TERM ELEV= 191'
- ----
3 -3 -3
N6 \ / - - - - - - - - - -
2.4.4 \ /
J v
GEO CORE B -05
Station =7 +24
SURF ELEV = 223'
TERM ELEV= 193'
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112 VERY -------------------
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SAND --------------- -
s 4' MIN. COVER
J 16"
N =13
N =10 STIFF 4' MIN. COVER
STIFF SAND
SANDY CLAY 16"
CLAY 4 -8 -8
N =16
300 L.F. CONVENTIONAL BORE
2-1-3
N =6
LOOSE
487
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N =15 � OO N W OO N SAND
FIRM 0 ++ II 0� II
CLAYEY Z II W m II W
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N N N N N N VERY N =24 N N N N N N N N N I N N N r N N N N
N N N FIRM N N N N N N N N N N
0 +00
1 +00
2 +00
7 -1
3 +00
4 +00
5 +00
6 +00
7 +00 1 1 5-3715 1 8 +00
9 +00
10 +00
11 +00
12 +00
13 +00
210
200
REVISION PREPARED BY: \ SCALE: DESIGNED BY:
REV DATE DESCRIPTION • f AS SHOWN SWH PNG 2014 CLASS LOCATION REPLACEMENT
ENERGY LAND & INFRASTRUCTURE SCOTLAND COUNTY, NORTH CAROLINA
� ISSUE DATE: DRAWN BY:
® 1015 PASSPORT WAY • CARY, NORTH CAROLINA 27513 MARCH 13, 2015 CAJ
MATERIAL SUMMARY Piedmont __ _ SITE 5 - WAGRAM ROAD
MK NO QTY CAT # DESCRIPTION MK NO QTY CAT # DESCRIPTION _ ELI PROJECT NO: CHECKED BY:
1 990' TBD 16".375 WT X -65 CFB DRL PIPE s 0 TBD 16" WXW ANSI 600 GEAR BALL VALVE W /10' EXT. 919- 234 -1974 WWW.ELI- LLC.COM • LICENSE # P -1289 -- — 14 -21 -3007 SWH STA. 5153 +15 TO STA. 5166 +04
2 300' 16771 16".375 WT X -65 CFB /PC DRL PIPE 9 0 16488 6 "X2" WELD RED. COUPLING STD WT Y -52 Natural Gas CLIENT:
3 2 16"X3'.375 WT .219 WT X-65 TRANS. PIPE 10 0 12792 2".154 WT X -52 CFB DRL PIPE ` PIEDMONT NATURAL GAS ISSUE FOR CONSTRUCTION
4 0 16762 16" 90° WELD ELL FS 3R Y -52 11 0 15180 2" WXW ANSI 600 KEY COATED BALL VALVE Knowat� below.
5 0 16763 16 "45 °WELD ELL FS 3R Y-52 ENGINEERS • SURVEYORS INFRASTRUCTURE • ENVIRONMENTAL CLIENT PROJECT NO:
6 0 16650 16 "X16 "X16" WELD BARRED TEE Y -70 Callbefore you dig. NASHVILLE, TENNESSEE CARY , NORTH CAROLINA i ; 2239872 REVISION: DRAWING NO: - - -- 3007 -05 -019
7 0 16652 16 "X16 "X6" .375X.280 WT WELD BBT Y -79 I I
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+\GEO CORE X06
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' SURF. ELEV: 2
+ / \ TERM ELEV: 191'
\+ /
TER
/
\+ EXISTING 16" GAS LINE \ Offs- -14!4
(PORTION TO BE ABANDONED) � + 3 /
BEGIN NEW 16 GAS LINE + , \ 0 + 12'x 60' �.28- S TA. 0 +00 = ' o �� � BORE PITS STA.5153 +01 � ,' �, ' _� ���
EXISTING 16" GAS LINE +� °o / __ - -' - -- G G�
(TO REMAIN) +\o d // __-- 's'_ - -- - ��G }G►- - -- J
--
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0 LO 0 M s
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-
------ - -� - -- \ __ __ ___ �- ♦tiO
/ -GA� -GAS GAS��GAS AS G - - _ _ _ - _ _
CO OH OH
_ _
-GAS \ O O _ _ _ _ - - N as so
GAS \ O C) _ _
- - --- - -- L // a m
/3
PLAN PROPOSED
ALIGNMENT PLAN
TEMPORARY WORKSPACE
SCALE: 1" = 50' PROPOSED
PERMANENT EASEMENT
GRAPHIC SCALE (IN FEET)
/
so o zs so 100
f inch =50 ft.
PROFILE
VERTICAL SCALE: 1" = 5'
HORIZONTAL SCALE: 1" = 50'
230
220
210
200
O
+
M
Ln
In
X
W
11
M
0
(n 0 w t
W -
�m
w
Z II
co
II d
Q I¢- X W
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LOTSE
EX. 16" CLAYEY
M
4 AN COVE SAND
" R
16
0
0
0
LO
L0
�--, o
0
L0
/ 1 \
/ GEO CORE B -05
SURF. ELEV: 222' \
/ TERM ELEV: 192'
/ Station =7 +11 \ \
Offset = -50.7 \ \ \ \
O 1 \
m o /� c°o 12'x 20' I 1 - o
x �, BORE PIT ° EXISTING PNG STATION
co 0) Q I 1 '� - -_- I \ 1 SEE SHEET 3007-05-018 FOR
/x A s� ° \ EXISTING 50 CONNECTION DETAIL \
r- -� _ 1 �HF�ED�e jr S ��'�__ +° GAS EASEMENT \ _OHA
END NEW 16" GAS LINE
0 No s Mft� o \ - -- ss v' -- �`( 1 STA. 13+05
�-iiiii•— - + - — — ,� a STA. 5166 +04 _
CIO
011 0 / Q
-OH OH OH I I � \ _ _ \ GAS 7
00 7
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x x x x� I 1 -an 00 i1 � '
�- ' \
---- - - - - -- 1 J �
\
PROPOSED
TEMPORARY WORKSPACE \
PROPOSED x`
PERMANENT EASEMENT \�
I
I
/ I I
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0)
N
rn (0 +
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GEO CORE B -06 0 � 2 2 w
Station =2 +43 =
`SURF ELEV = 221' O
TERM ELEV= 191'
- ----
3 -3 -3
N6 \ / - - - - - - - - - -
2.4.4 \ /
J v
GEO CORE B -05
Station =7 +24
SURF ELEV = 223'
TERM ELEV= 193'
wo
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F- I -;
230
�JL3 CLAYEY �
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112 VERY -------------------
N=3 LOOSE
SAND --------------- -
s 4' MIN. COVER
J 16"
N =13
N =10 STIFF 4' MIN. COVER
STIFF SAND
SANDY CLAY 16"
CLAY 4 -8 -8
N =16
300 L.F. CONVENTIONAL BORE
2-1-3
N =6
LOOSE
487
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N =15 � OO N W OO N SAND
FIRM 0 ++ II 0� II
CLAYEY Z II W m II W
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N N N FIRM N N N N N N N N N N
0 +00
1 +00
2 +00
7 -1
3 +00
4 +00
5 +00
6 +00
7 +00 1 1 5-3715 1 8 +00
9 +00
10 +00
11 +00
12 +00
13 +00
210
200
REVISION PREPARED BY: \ SCALE: DESIGNED BY:
REV DATE DESCRIPTION • f AS SHOWN SWH PNG 2014 CLASS LOCATION REPLACEMENT
ENERGY LAND & INFRASTRUCTURE SCOTLAND COUNTY, NORTH CAROLINA
� ISSUE DATE: DRAWN BY:
® 1015 PASSPORT WAY • CARY, NORTH CAROLINA 27513 MARCH 13, 2015 CAJ
MATERIAL SUMMARY Piedmont __ _ SITE 5 - WAGRAM ROAD
MK NO QTY CAT # DESCRIPTION MK NO QTY CAT # DESCRIPTION _ ELI PROJECT NO: CHECKED BY:
1 990' TBD 16".375 WT X -65 CFB DRL PIPE s 0 TBD 16" WXW ANSI 600 GEAR BALL VALVE W /10' EXT. 919- 234 -1974 WWW.ELI- LLC.COM • LICENSE # P -1289 -- — 14 -21 -3007 SWH STA. 5153 +15 TO STA. 5166 +04
2 300' 16771 16".375 WT X -65 CFB /PC DRL PIPE 9 0 16488 6 "X2" WELD RED. COUPLING STD WT Y -52 Natural Gas CLIENT:
3 2 16"X3'.375 WT .219 WT X-65 TRANS. PIPE 10 0 12792 2".154 WT X -52 CFB DRL PIPE ` PIEDMONT NATURAL GAS ISSUE FOR CONSTRUCTION
4 0 16762 16" 90° WELD ELL FS 3R Y -52 11 0 15180 2" WXW ANSI 600 KEY COATED BALL VALVE Knowat� below.
5 0 16763 16 "45 °WELD ELL FS 3R Y-52 ENGINEERS • SURVEYORS INFRASTRUCTURE • ENVIRONMENTAL CLIENT PROJECT NO:
6 0 16650 16 "X16 "X16" WELD BARRED TEE Y -70 Callbefore you dig. NASHVILLE, TENNESSEE CARY , NORTH CAROLINA i ; 2239872 REVISION: DRAWING NO: - - -- 3007 -05 -019
7 0 16652 16 "X16 "X6" .375X.280 WT WELD BBT Y -79 I I
0
0
0
LO
L0
�--, o
0
L0
/ 1 \
/ GEO CORE B -05
SURF. ELEV: 222' \
/ TERM ELEV: 192'
/ Station =7 +11 \ \
Offset = -50.7 \ \ \ \
O 1 \
m o /� c°o 12'x 20' I 1 - o
x �, BORE PIT ° EXISTING PNG STATION
co 0) Q I 1 '� - -_- I \ 1 SEE SHEET 3007-05-018 FOR
/x A s� ° \ EXISTING 50 CONNECTION DETAIL \
r- -� _ 1 �HF�ED�e jr S ��'�__ +° GAS EASEMENT \ _OHA
END NEW 16" GAS LINE
0 No s Mft� o \ - -- ss v' -- �`( 1 STA. 13+05
�-iiiii•— - + - — — ,� a STA. 5166 +04 _
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00 7
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x x x x� I 1 -an 00 i1 � '
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---- - - - - -- 1 J �
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PROPOSED
TEMPORARY WORKSPACE \
PROPOSED x`
PERMANENT EASEMENT \�
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II II Q M Ln II
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O o O
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O U) rn
GEO CORE B -06 0 � 2 2 w
Station =2 +43 =
`SURF ELEV = 221' O
TERM ELEV= 191'
- ----
3 -3 -3
N6 \ / - - - - - - - - - -
2.4.4 \ /
J v
GEO CORE B -05
Station =7 +24
SURF ELEV = 223'
TERM ELEV= 193'
wo
Z
J (+O
M
cD
co
W W
p u
F- co
z°
IM
F- I -;
230
�JL3 CLAYEY �
N =5 SAND
- - - /'� -- -- 220
112 VERY -------------------
N=3 LOOSE
SAND --------------- -
s 4' MIN. COVER
J 16"
N =13
N =10 STIFF 4' MIN. COVER
STIFF SAND
SANDY CLAY 16"
CLAY 4 -8 -8
N =16
300 L.F. CONVENTIONAL BORE
2-1-3
N =6
LOOSE
487
0 o CLAYEY
N =15 � OO N W OO N SAND
FIRM 0 ++ II 0� II
CLAYEY Z II W m II W
SAND
ED U) W (nZ - -- SAN Y
CLAY
3-5-7
N =12
4 -8 -9
Ln M CO O� 00 It O �' O M
Lx) (0 CO M M ti LI O 00 r- �+•� M O 00 N =17 FI M O 6t N Q0 O 6� O O co M
1 O Ln O Ln It r- M SAND � ti N 1 O cF
r O L0 O LS? d' . f1- M (` � N L0 O
N M N N N 6 -1 -12 N N N co N M O N O CA - Cn - op
N N N N N N VERY N =24 N N N N N N N N N I N N N r N N N N
N N N FIRM N N N N N N N N N N
0 +00
1 +00
2 +00
7 -1
3 +00
4 +00
5 +00
6 +00
7 +00 1 1 5-3715 1 8 +00
9 +00
10 +00
11 +00
12 +00
13 +00
210
200
REVISION PREPARED BY: \ SCALE: DESIGNED BY:
REV DATE DESCRIPTION • f AS SHOWN SWH PNG 2014 CLASS LOCATION REPLACEMENT
ENERGY LAND & INFRASTRUCTURE SCOTLAND COUNTY, NORTH CAROLINA
� ISSUE DATE: DRAWN BY:
® 1015 PASSPORT WAY • CARY, NORTH CAROLINA 27513 MARCH 13, 2015 CAJ
MATERIAL SUMMARY Piedmont __ _ SITE 5 - WAGRAM ROAD
MK NO QTY CAT # DESCRIPTION MK NO QTY CAT # DESCRIPTION _ ELI PROJECT NO: CHECKED BY:
1 990' TBD 16".375 WT X -65 CFB DRL PIPE s 0 TBD 16" WXW ANSI 600 GEAR BALL VALVE W /10' EXT. 919- 234 -1974 WWW.ELI- LLC.COM • LICENSE # P -1289 -- — 14 -21 -3007 SWH STA. 5153 +15 TO STA. 5166 +04
2 300' 16771 16".375 WT X -65 CFB /PC DRL PIPE 9 0 16488 6 "X2" WELD RED. COUPLING STD WT Y -52 Natural Gas CLIENT:
3 2 16"X3'.375 WT .219 WT X-65 TRANS. PIPE 10 0 12792 2".154 WT X -52 CFB DRL PIPE ` PIEDMONT NATURAL GAS ISSUE FOR CONSTRUCTION
4 0 16762 16" 90° WELD ELL FS 3R Y -52 11 0 15180 2" WXW ANSI 600 KEY COATED BALL VALVE Knowat� below.
5 0 16763 16 "45 °WELD ELL FS 3R Y-52 ENGINEERS • SURVEYORS INFRASTRUCTURE • ENVIRONMENTAL CLIENT PROJECT NO:
6 0 16650 16 "X16 "X16" WELD BARRED TEE Y -70 Callbefore you dig. NASHVILLE, TENNESSEE CARY , NORTH CAROLINA i ; 2239872 REVISION: DRAWING NO: - - -- 3007 -05 -019
7 0 16652 16 "X16 "X6" .375X.280 WT WELD BBT Y -79 I I
GEO CORE B -05
Station =7 +24
SURF ELEV = 223'
TERM ELEV= 193'
wo
Z
J (+O
M
cD
co
W W
p u
F- co
z°
IM
F- I -;
230
�JL3 CLAYEY �
N =5 SAND
- - - /'� -- -- 220
112 VERY -------------------
N=3 LOOSE
SAND --------------- -
s 4' MIN. COVER
J 16"
N =13
N =10 STIFF 4' MIN. COVER
STIFF SAND
SANDY CLAY 16"
CLAY 4 -8 -8
N =16
300 L.F. CONVENTIONAL BORE
2-1-3
N =6
LOOSE
487
0 o CLAYEY
N =15 � OO N W OO N SAND
FIRM 0 ++ II 0� II
CLAYEY Z II W m II W
SAND
ED U) W (nZ - -- SAN Y
CLAY
3-5-7
N =12
4 -8 -9
Ln M CO O� 00 It O �' O M
Lx) (0 CO M M ti LI O 00 r- �+•� M O 00 N =17 FI M O 6t N Q0 O 6� O O co M
1 O Ln O Ln It r- M SAND � ti N 1 O cF
r O L0 O LS? d' . f1- M (` � N L0 O
N M N N N 6 -1 -12 N N N co N M O N O CA - Cn - op
N N N N N N VERY N =24 N N N N N N N N N I N N N r N N N N
N N N FIRM N N N N N N N N N N
0 +00
1 +00
2 +00
7 -1
3 +00
4 +00
5 +00
6 +00
7 +00 1 1 5-3715 1 8 +00
9 +00
10 +00
11 +00
12 +00
13 +00
210
200
REVISION PREPARED BY: \ SCALE: DESIGNED BY:
REV DATE DESCRIPTION • f AS SHOWN SWH PNG 2014 CLASS LOCATION REPLACEMENT
ENERGY LAND & INFRASTRUCTURE SCOTLAND COUNTY, NORTH CAROLINA
� ISSUE DATE: DRAWN BY:
® 1015 PASSPORT WAY • CARY, NORTH CAROLINA 27513 MARCH 13, 2015 CAJ
MATERIAL SUMMARY Piedmont __ _ SITE 5 - WAGRAM ROAD
MK NO QTY CAT # DESCRIPTION MK NO QTY CAT # DESCRIPTION _ ELI PROJECT NO: CHECKED BY:
1 990' TBD 16".375 WT X -65 CFB DRL PIPE s 0 TBD 16" WXW ANSI 600 GEAR BALL VALVE W /10' EXT. 919- 234 -1974 WWW.ELI- LLC.COM • LICENSE # P -1289 -- — 14 -21 -3007 SWH STA. 5153 +15 TO STA. 5166 +04
2 300' 16771 16".375 WT X -65 CFB /PC DRL PIPE 9 0 16488 6 "X2" WELD RED. COUPLING STD WT Y -52 Natural Gas CLIENT:
3 2 16"X3'.375 WT .219 WT X-65 TRANS. PIPE 10 0 12792 2".154 WT X -52 CFB DRL PIPE ` PIEDMONT NATURAL GAS ISSUE FOR CONSTRUCTION
4 0 16762 16" 90° WELD ELL FS 3R Y -52 11 0 15180 2" WXW ANSI 600 KEY COATED BALL VALVE Knowat� below.
5 0 16763 16 "45 °WELD ELL FS 3R Y-52 ENGINEERS • SURVEYORS INFRASTRUCTURE • ENVIRONMENTAL CLIENT PROJECT NO:
6 0 16650 16 "X16 "X16" WELD BARRED TEE Y -70 Callbefore you dig. NASHVILLE, TENNESSEE CARY , NORTH CAROLINA i ; 2239872 REVISION: DRAWING NO: - - -- 3007 -05 -019
7 0 16652 16 "X16 "X6" .375X.280 WT WELD BBT Y -79 I I
0 +00
1 +00
2 +00
7 -1
3 +00
4 +00
5 +00
6 +00
7 +00 1 1 5-3715 1 8 +00
9 +00
10 +00
11 +00
12 +00
13 +00
210
200
REVISION PREPARED BY: \ SCALE: DESIGNED BY:
REV DATE DESCRIPTION • f AS SHOWN SWH PNG 2014 CLASS LOCATION REPLACEMENT
ENERGY LAND & INFRASTRUCTURE SCOTLAND COUNTY, NORTH CAROLINA
� ISSUE DATE: DRAWN BY:
® 1015 PASSPORT WAY • CARY, NORTH CAROLINA 27513 MARCH 13, 2015 CAJ
MATERIAL SUMMARY Piedmont __ _ SITE 5 - WAGRAM ROAD
MK NO QTY CAT # DESCRIPTION MK NO QTY CAT # DESCRIPTION _ ELI PROJECT NO: CHECKED BY:
1 990' TBD 16".375 WT X -65 CFB DRL PIPE s 0 TBD 16" WXW ANSI 600 GEAR BALL VALVE W /10' EXT. 919- 234 -1974 WWW.ELI- LLC.COM • LICENSE # P -1289 -- — 14 -21 -3007 SWH STA. 5153 +15 TO STA. 5166 +04
2 300' 16771 16".375 WT X -65 CFB /PC DRL PIPE 9 0 16488 6 "X2" WELD RED. COUPLING STD WT Y -52 Natural Gas CLIENT:
3 2 16"X3'.375 WT .219 WT X-65 TRANS. PIPE 10 0 12792 2".154 WT X -52 CFB DRL PIPE ` PIEDMONT NATURAL GAS ISSUE FOR CONSTRUCTION
4 0 16762 16" 90° WELD ELL FS 3R Y -52 11 0 15180 2" WXW ANSI 600 KEY COATED BALL VALVE Knowat� below.
5 0 16763 16 "45 °WELD ELL FS 3R Y-52 ENGINEERS • SURVEYORS INFRASTRUCTURE • ENVIRONMENTAL CLIENT PROJECT NO:
6 0 16650 16 "X16 "X16" WELD BARRED TEE Y -70 Callbefore you dig. NASHVILLE, TENNESSEE CARY , NORTH CAROLINA i ; 2239872 REVISION: DRAWING NO: - - -- 3007 -05 -019
7 0 16652 16 "X16 "X6" .375X.280 WT WELD BBT Y -79 I I

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\
\
\
\
\
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\
\
\
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o �
PROPOSED 15'
AANENT EASEMENT\
\
N
N
GRAPHIC SCALE (IN FEET)
10 0 5 10 20
1 inch = 10 ft.
PLAN
OVERALL SITE LAYOUT
SCALE: 1" = 10'
EXISTING 50'
GAS EASEMENT
APPROX. TIE -IN FOR
NEW 16" GAS LINE
TEMPORARY WORKSPA
EXISTING MAIN
LINE VALVE
TEMPORARY 6" BYPASS
EXISTING STATION OUTLET
TEMPORARY 6" BYPASS
INSTALL NEW 4" BLIND FLANGE
INSTALL NEW 4" STOPPLE
DETAIL 1
\
ENLARGED STATION DETAIL -
WALLACE
\\ TRUCKING SCALE: 1" = 5'
\ D.B.
PIN# 02020 305 5 010404 4
\
\
\
\ o
\ ` i
`\ o
\ \ +
°y\ ' EXISTING MAIN
Mp�R
LINE VALVE
Y.pA E�ISI� 0U
11% / �/ SS TIO
g
PIEDMONT
D.B. T3D, PG 217
PIN# 020305 01044
PROPOSED 20'
/ TEMPORARY WORKSPACE
ISOMETRIC
TEMPORARY 6" BYPASS TIE -IN
NOT TO SCALE
REVISION
•
, ®
Knowwhat's below
�
Callbefore you dig.
Piedmont
Natural Gas
ENERGY LAND & INFRASTRUCTURE
1015 PASSPORT WAY • CARY, NORTH CAROLINA 27513
919- 234 -1974 • WWW.ELI- LLC.COM • LICENSE # P -1289
ENGINEERS SURVEYORS INFRASTRUCTURE ENVIRONMENTAL
NASHVILLE, TENNESSEE CARY , NORTH CAROLINA
\
f
�
- -
_ _
_
i `
�
!
SCALE:
AS SHOWN
DESIGNED BY:
SWH
PNG 2014 CLASS LOCATION REPLACEMENT
SCOTLAND COUNTY, NORTH CAROLINA
SITE 5 - WAGRAM ROAD
ENLARGED PLAN & TIE -IN DETAIL
REV
DATE
DESCRIPTION
/
k
ISSUE DATE:
MARCH 13, 2015
DRAWN BY:
CAJ
MATERIAL SUMMARY
MK NO
QTY
CAT #
DESCRIPTION
MK NO
QTY
CAT #
DESCRIPTION
ELI PROJECT NO:
14 -21 -3007
CHECKED BY:
SWH
N
N
GRAPHIC SCALE (IN FEET)
10 0 5 10 20
1 inch = 10 ft.
PLAN
OVERALL SITE LAYOUT
SCALE: 1" = 10'
EXISTING 50'
GAS EASEMENT
APPROX. TIE -IN FOR
NEW 16" GAS LINE
TEMPORARY WORKSPA
EXISTING MAIN
LINE VALVE
TEMPORARY 6" BYPASS
EXISTING STATION OUTLET
TEMPORARY 6" BYPASS
INSTALL NEW 4" BLIND FLANGE
INSTALL NEW 4" STOPPLE
DETAIL 1
\
ENLARGED STATION DETAIL -
WALLACE
\\ TRUCKING SCALE: 1" = 5'
\ D.B.
PIN# 02020 305 5 010404 4
\
\
\
\ o
\ ` i
`\ o
\ \ +
°y\ ' EXISTING MAIN
Mp�R
LINE VALVE
Y.pA E�ISI� 0U
11% / �/ SS TIO
g
PIEDMONT
D.B. T3D, PG 217
PIN# 020305 01044
PROPOSED 20'
/ TEMPORARY WORKSPACE
ISOMETRIC
TEMPORARY 6" BYPASS TIE -IN
NOT TO SCALE
REVISION
•
, ®
Knowwhat's below
�
Callbefore you dig.
Piedmont
Natural Gas
ENERGY LAND & INFRASTRUCTURE
1015 PASSPORT WAY • CARY, NORTH CAROLINA 27513
919- 234 -1974 • WWW.ELI- LLC.COM • LICENSE # P -1289
ENGINEERS SURVEYORS INFRASTRUCTURE ENVIRONMENTAL
NASHVILLE, TENNESSEE CARY , NORTH CAROLINA
\
f
�
- -
_ _
_
i `
�
!
SCALE:
AS SHOWN
DESIGNED BY:
SWH
PNG 2014 CLASS LOCATION REPLACEMENT
SCOTLAND COUNTY, NORTH CAROLINA
SITE 5 - WAGRAM ROAD
ENLARGED PLAN & TIE -IN DETAIL
REV
DATE
DESCRIPTION
ISSUE DATE:
MARCH 13, 2015
DRAWN BY:
CAJ
MATERIAL SUMMARY
MK NO
QTY
CAT #
DESCRIPTION
MK NO
QTY
CAT #
DESCRIPTION
ELI PROJECT NO:
14 -21 -3007
CHECKED BY:
SWH
CLIENT:
PIEDMONT NATURAL GAS
ISSUE FOR CONSTRUCTION
CLIENT PROJECT NO:
2239872
REVISION: - - --
DRAWING NO: 3007- 05 -019A

0
N
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0
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0
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0
0
0
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0
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0
0
0
0
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0
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0
0
THE SOILS IN THE PROJECT AREA INCLUDE:
s T
C10
N\ ' Lu
/
EXIST. EASEMENT
FLOW ARROW (TYP.) (TYP.)
/
- - - - \ _c 9s _ --� - /
_ -_ -_ /_ cn-s _ --c- .cs - - - - --- - - - - - - - - - - - GAS GAS - - - - - - - i
AS GAS_G GAS GAS GAS GAS GAS \
/
- - - - - - - - - -
----- ----- ----- --------- -- --- - - --
\ \ \1V -- -- '' � LIMITS OF DISTURBANCE /
\ s
c9 `\ � \ (TYP)
\ I c\ I
\ mss\
\ \ 9S \
�t
N
n
GRAPHIC SCALE (IN FEET)
80 0 40 80 160
1 inch = 80 ft. t„
PLAN
EROSION CONTROL PLAN
SCALE: 1" = 80'
JmA - JOHNSTON SOILS, 0 TO 2 PERCENT SLOPES,
FREQUENTLY FLOODED
NcA - NOBOCO LOAMY SAND, 0 TO 2 PERCENT SLOPES
c P
SILT FENCE (TYP.) \ Ns
(SEE EPSC DETAILS SHEET) _ _T�t
ANENT, - L1) �- - - -- �f9N \� �� ,/� \
EASEMENT (TYP.) J/%
/ TEMPORARY /
WORKSPACE (TYP.) N\�I`( �� �X
c �
i i /c9s
W_ da
>W
4. ,
p
CATCH BASIN
TC= 221.4
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�Y /xI
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1\ \c\ \ r
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\ \ \ \ 1N \ 746k EXISTING CONTOURS (TYP.)
,
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/ /
/ , /
VA -W
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\ N
\ \ \\ \ N \ �O,
\ �s ♦ CONSTRUCTION TRAFFIC TO
\ l
A USE EXISTING DRIVEWAY
\ �} \
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PROJECT DESCRIPTION
THE PROPOSED PROJECT WILL INSTALL A NEW GAS LINE CROSSING MILTON RD
FOR PIEDMONT NATURAL GAS. THE DISTURBED AREA IS APPROXIMATELY 1.97
ACRES.
EXISTING SITE CONDITIONS
THE SITE IS COMPRISED OF GRASSED RESIDENTIAL; EXISTING UTILITY
EASEMENTS; AND EXISTING ROAD R.O.W.
cr1W=nln G
CONSTRUCTION OF THE PIPELINE IS SCHEDULED TO BEGIN AUGUST 2014 AND
BE COMPLETE BY NOVEMBER 2014.
EROSION AND SEDIMENT CONTROL NARRATIVE
THE EROSION AND SEDIMENT CONTROL MEASURES FOR THIS PROJECT
INVOLVE THE STRATEGIC PLACEMENT OF A VARIETY OF DEVICES INCLUDING:
• SILT FENCE
• TEMPORARY GRAVEL CONSTRUCTION ENTRANCE /EXIT
MOST OF THESE DEVICES ARE TO BE INSTALLED PRIOR TO CLEARING AND
GRADING. ALL EROSION AND SEDIMENT CONTROL DEVICES SHALL BE
PROPERLY MAINTAINED DURING ALL PHASES OF CONSTRUCTION UNTIL
CONSTRUCTION ACTIVITIES HAVE CEASED AND ALL DISTURBED AREA HAVE
BEEN STABILIZED. ADDITIONAL EROSION AND SEDIMENT CONTROL DEVICES
MAY BE REQUIRED DURING CONSTRUCTION. ALL TEMPORARY CONTROL
DEVICES SHALL BE REMOVED ONCE CONSTRUCTION IS COMPLETE AND THE
SITE IS STABILIZED. DUST CONTROL ON SITE SHALL BE KEPT WITHIN
ACCEPTABLE LIMITS BY SPRINKLING WITH WATER OR OTHER ACCEPTABLE
METHODS. THE CONTRACTOR IS RESPONSIBLE FOR THE CONTROL OF
SEDIMENT ON SITE. IF THE APPROVED EROSION AND SEDIMENTATION CONTROL
MEASURES PROVE INSUFFICIENT, THE CONTRACTOR MUST TAKE THOSE
ADDITIONAL STEPS NECESSARY TO STOP SEDIMENT FROM LEAVING THE SITE.
THE PIEDMONT SITE REPRESENTATIVE MAY ADJUST EPSC PLANS BASED ON
SITE CONDITIONS IN ACCORDANCE WITH BEST MANAGEMENT PRACTICES.
CONSTRUCTION SEQUENCE
1. OBTAIN PLAN APPROVAL AND PERMITS.
2. HOLD PRE - CONSTRUCTION CONFERENCE.
3. FLAG CONSTRUCTION LIMITS.
4. INSTALL EROSION CONTROL MEASURES.
5. BEGIN CLEARING.
6. REPLACE OR INSTALL REMAINING EROSION CONTROL MEASURES.
7. BEGIN INSTALLING PIPE.
8. COMPLETED AREA SHOULD BE SEEDED WITHIN 7 DAYS AFTER PIPE HAS
BEEN INSTALLED AND FINAL GRADING OR AS SOON AS PRACTICAL. ALL
DISTURBED AREA SHALL BE SEEDED WITHIN 14 DAYS AFTER WORK HAS
CEASED.
9. ALL DISTURBED AREA SHALL BE STABILIZED WITH SEED AND STRAW,
HYDROSEEDING, OR SOD.
10. REMOVE EROSION AND SEDIMENT CONTROLS FOLLOWING FINAL INSPECTION
AND SIGNOFF FROM LOCAL STORMWATER OR ENGINEERING
REPRESENTATIVE.
11. PROVIDE PERMANENT VEGETATION.
EROSION CONTROL DEVICE NOTES
1. ALL STREAM AND /OR WETLAND CROSSING LOCATIONS NOTED ON THE PLANS
ARE APPROXIMATE.
2. SEDIMENT TRAPS SHALL BE LOCATED A MINIMUM OF 20 FEET OUTSIDE
STREAMS AND WETLANDS.
3. SILT FENCE SHALL BE INSTALLED DOWN- GRADIENT OF THE CONSTRUCTION
AREA AS NOTED ON THE PLANS AND AS SHOWN IN THE DETAILS.
4. ANY FAILURE OF ANY EROSION CONTROL DEVICE TO FUNCTION AS INTENDED
FOR ANY REASON SHALL BE REPORTED TO THE ENGINEER IMMEDIATELY.
5. ADDITIONAL EROSION CONTROL DEVICES SHALL BE INSTALLED IMMEDIATELY
AFTER GROUND DISTURBANCE OCCURS. THE LOCATION OF SOME OF THE
EROSION CONTROL DEVICES MAY HAVE TO BE ALTERED FROM THAT SHOWN
ON THE PLANS IF DRAINAGE PATTERNS DURING CONSTRUCTION ARE
DIFFERENT FROM THE FINAL PROPOSED DRAINAGE PATTERNS. IT IS THE
CONTRACTORS RESPONSIBILITY TO ACCOMPLISH EROSION CONTROL FOR
ALL DRAINAGE PATTERNS CREATED AT VARIOUS STAGES DURING
CONSTRUCTION.
6. BUFFER DISTURBANCES AS NOTED ON THE PLANS SHALL BE SEEDED AT A
RATE OF 20 GALLONS PER 100 L.F. OF BUFFER DISTURBANCE USING THE
FOLLOWING MIX: KENTUCKY 31 FESCUE (55 %), ENGLISH RYE (20 %), KOREAN
LESPEDEZA (15 %), GERMAN MILLET (10 %).
7. HYDROSEEDING OR CURLEX (OR APPROVED EQUAL) IS REQUIRED FOR FINAL
STABILIZATION ON STEEP SLOPES.
MAINTENANCE
1. ALL SEDIMENT AND EROSION CONTROL DEVICES INCLUDING PLANTED AREAS
SHALL BE INSPECTED AT LEAST ONCE PER WEEK AND WITHIN 24 HOURS
AFTER ANY STORM EVENT GREATER THAN A HALF INCH(DURING A 24 HOUR
PERIOD). DAMAGED OR INEFFECTIVE DEVICES SHALL BE REPAIRED OR
REPLACED AS NECESSARY BY THE END OF THE DAY.
2. CLEAN SILT BARRIERS WHEN THEY ARE APPROXIMATELY 50% OBSTRUCTED
BY SEDIMENT OR AS DIRECTED BY THE OWNER'S REPRESENTATIVE.
GENERAL NOTES
1. THE CONTRACTOR IS RESPONSIBLE FOR IMPLEMENTATION AND
MAINTENANCE OF ALL EROSION AND SEDIMENT CONTROL DEVICES.
2. ALL UNDERGROUND UTILITIES SHOULD BE LOCATED AND MARKED IN THE
FIELD PRIOR TO COMMENCING CONSTRUCTION.
3. DISTURBED AREA SHALL BE STABILIZED AS SOON AS PRACTICALLY POSSIBLE
FOR PORTIONS OF THE SITE WHERE CONSTRUCTION ACTIVITIES HAVE BEEN
COMPLETED. THESE AREAS SHALL BE STABILIZED NO LATER THAN 14 DAYS
AFTER CONSTRUCTION HAS CEASED.
4. FILL, COVER, AND TEMPORARY STABILIZATION AT THE END OF EACH DAY IS
RECOMMENDED WHERE PRACTICAL. IT IS IMPORTANT TO CLOSE AND
STABILIZE OPEN TRENCHES ON STEEP SLOPES AS SOON AS POSSIBLE.
5. CONTRACTOR SHALL REGULARLY SWEEP SITE TO AVOID TRANSPORTING
SILT OR SEDIMENT FROM SITE.
6. STREAM AND WETLANDS, IF PRESENT, SHALL BE RETURNED TO ORIGINAL
GRADE UPON COMPLETION OF CONSTRUCTION.
7. SILT FENCE SHALL REMAIN OR BE INSTALLED ALONG STREAMS FOLLOWING
PIPELINE INSTALLATION AND FINAL GRADING UNTIL THE AREA IS STABILIZED.
8. ADDITIONAL MEASURES MAY BE NECESSARY TO PROTECT AREA STREAM
AND /OR WETLANDS IF PRESENT.
9. THESE PLANS ARE FOR EROSION AND SEDIMENT CONTROL PURPOSES ONLY
AND DO NOT APPLY TO CONSTRUCTION PURPOSES.
10. IF A FRACTURE IS OBSERVED DURING THE BORING OF A STREAM CROSSING,
WORK MUST BE IMMEDIATELY HALTED, AND ALL LOST LUBRICANT /MUD MUST
BE REMOVED FROM THE STREAM. THE FRACTURE HOLE WILL BE SEALED
AND THE SITE WILL BE EVALUATED BEFORE CONTINUATION OF BORING.
11. CONTRACTOR SHALL MAINTAIN A MINIMUM VERTICAL CLEARANCE OF 24"
BETWEEN THE PIPELINE AND ALL EXISTING AND PROPOSED UTILITIES.
STANDARDS
ALL EROSION AND SEDIMENT CONTROLS SHALL BE IN ACCORDANCE WITH THE
NPDES STORMWATER DISCHARGE PERMIT FOR CONSTRUCTION ACTIVITIES AND
THE NORTH CAROLINA EROSION AND SEDIMENT CONTROL PLANNING AND
DESIGN MANUAL.
REVISION
DATE DESCRIPTION
,
, ®
K110W WI11t'S below.
Call before you dig.
Piedmont
Natural Gas
ENERGY LAND & INFRASTRUCTURE
1015 PASSPORT WAY • CARY, NORTH CAROLINA 27513
919- 234 -1974 WWW.ELI- LLC.COM LICENSE # P -1289
ENGINEERS • SURVEYORS INFRASTRUCTURE ENVIRONMENTAL
NASHVILLE, TENNESSEE • CARY , NORTH CAROLINA
\ I /
�
-
_
-
SCALE:
AS SHOWN
DESIGNED BY:
SWH
PNG 2014 CLASS LOCATION REPLACEMENT
SCOTLAND COUNTY, NORTH CAROLINA
SITE 5 - WAGRAM ROAD
EROSION CONTROL PLAN
REV
ISSUE DATE:
MARCH 13, 2015
DRAWN BY:
CAJ
MATERIAL SUMMARY
MK NO
QTY
CAT #
DESCRIPTION
MK NO
QTY
CAT #
DESCRIPTION
ELI PROJECT NO:
14 -21 -3007
CHECKED BY:
SWH
CLIENT:
PIEDMONT NATURAL GAS
ISSUE FOR CONSTRUCTION
1
2,244'
SILT FE
CE
2
0
SAFET
FENCE
CLIENT PROJECT NO:
2239872
REVISION: - --- DRAWING NO: 3007 -05 -020

0
0
Q
0
a
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z
0
0
o
EXISTING 50'
GAS EASEMENT
I
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♦ I
./ \n.
` l CONC MON (OLD)
i
/ \
TRACT 2 �
HENDRICK B V GRAVEL /
& SAND CO. \
D.B. 201, P.G. 299 '
PIN# 742500205500 /
CONC MON (OLD)
I
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REVISION
,
, ®
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�cnowwhanbelow.
Call before you dig.
Piedmont
Natural GG,.--P
ENERGY LAND & INFRASTRUCTURE
1015 PASSPORT WAY • CARY, NORTH CAROLINA 27513
919- 234 -1974 • WWW.ELI- LLC.COM • LICENSE # P -1289
ENGINEERS • SURVEYORS • INFRASTRUCTURE • ENVIRONMENTAL
NASHVILLE, TENNESSEE CARY , NORTH CAROLINA
\ \ I I I / /
� �
- -
_ -
_/ _
�
/ / I I I \ \ \
SCALE:
AS SHOWN
DESIGNED BY:
SWH
PNG 2014 CLASS LOCATION REPLACEMENT
ANSON COUNTY, NORTH CAROLINA
SITE 6 -STATE ROAD 1744
OVERALL SITE LAYOUT
REV
DATE
DESCRIPTION
ISSUE DATE:
MARCH 13, 2015
DRAWN BY:
CAJ
MATERIAL SUMMARY
MK NO
QTY
CAT #
DESCRIPTION
MK NO
QTY
CAT #
DESCRIPTION
ELI PROJECT NO:
14 -21 -3007
CHECKED BY:
SWH
CLIENT:
PIEDMONT NATURAL GAS
ISSUE FOR CONSTRUCTION
CLIENT PROJECT NO: 2239873
REVISION: --- -
DRAWING NO: 3007-06-021

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DESCRIPTION
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TRACT 2
TRACT 1
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HENDRICK B V GRAVEL
HENDRICK B V GRAVEL
HENDRICK B V GRAVEL
II
& SAND CO.
& SAND CO.
& SAND CO.
O
Book 162, Page 422
Book 201, Page 299
Book 162, Page 422
I LLI I 16" x 0.219" WT X -42 3) 1O 7 9 11 1O I O2 I 1O 6 8 O (3 ,i 16" x 0.219" WT X -42 I
Z
a
n
W
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ry
d
PROPOSED 13'
\PERMANENTEASEMENT
PROPOSED 20'
TEMPORARY WORKSPACE
now \ o=
\ J
/ _
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CD
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--------- - - - - -_ _ °s�
l
Now
f
s ^`
Ow..
°
RIG SIDE BORE PIT / C/ V
MA
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O ,
G7
L............. � L- - - off - - --
.�
PROPOSED 20' \
EXISTING PNG
STATION TEMPORARY WORKSPACE \
D.B. 566, PG. 27 PROPOSED 13'
PERMANENT EASEMENT
PIPE SIDE BORE PIT �} \� `/ _
C) / O CD
00
+ * / OO _ v _ O
----- - - - - --
`����J ' - - - - -- A
-N/ GAS
a°C�A A
O i N G iEG )iG *x GA��HE iCG 31HHF iG9�` i( X�9 �E iE ^iC�E iti��C iHcP�AX i�iCi� �C iC
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{. / - ��GAS �. -GAS \AS i�
,r 0 =45 GAS O
1
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11 M / AF - A -- AF.���AF AF s GAS- =GASH + AS O O GAS __GAS� BEGIN NEW 16 GAS LINE - . a, �t - - - AF / 11 - DO - �� —GAS - GAS rGAS GPS
\Y _ _ / M / 'X AF I
a^ - __ - -_ - - - - - _• - - - -� - - M AF AF --AF GAS GAS AS GAS G GAS -EGA GAS F
+ ° �\ (<i _
STA. 0 00 -_ \ -- - --- - - -3 -- - - - -F -- a? �F A� AS GAS S N _A_ AF M -A
t \ I Off' �_-- - - - -.-
_ � AF _
STA. 3514 +96 r _ EXISTING 16" GAS LINE / /o - �AF- _
- - - -- —�� —AF AF AF AF AF —At -- - - - - -- �v
/\ \ ��' \ (PORTION TO BE ABANDONED) / 3 0
/ \ & \ \ v \ \ \ 3
�Gq /
-_ - - - -- \ \ \ 3 G
C)° STA. 7 +28 =- - - -
GAS GAG- -GAS -- �
GAS _GAS STA. 3522 +22
-1S N - - -
- -•
"C` \ —AF —AF - AF � - - - - -
AFT �_ ^---- •----- - - - - --
EXISTING 16" GAS LINE
I I I I \\ \ \ \ / (PORTION TO BE ABANDONED)
o
----------------------
- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -
PLAN
OH ` OH �O ° " ° °" °" \
°" OH OH O H ALIGNMENT PLAN / - /
OA O OH
SCALE: 1" = 40' °" °" °" °" ° "-
GRAPHIC SCALE (IN FEET) OZ \ / ,
40 0 20 40 80 I \
1 inch = 40 ft.
---------------- - - - - -\
\ - oy – /
- - - - -t
O r
M +
+ N N
C) N ii II
PROFILE
VERTICAL SCALE: 1" = 4'
HORIZONTAL SCALE: 1" = 40'
470
460
450
445
CD
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+
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WC) I- WCDV \�� HGo
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ISSUE DATE:
MARCH 13, 2015
DRAWN BY:
CAJ
C/) N (V Z U5 Z
Z
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11 QU O O
W
Z_
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CAT #
DESCRIPTION
MK NO
QTY
Z Q �O
DESCRIPTION
ELI PROJECT NO:
14 -21 -3007
CHECKED BY:
SWH
1
O
aU U U ry
W
O
ry
8
1
TBD
of
J U
O a O W = cn
O
v
16771
16" .375 WT X -65 CFB /PC DRL PIPE
9
1
V O WO
LLj 0 Q
6 "X2" WELD RED. COUPLING STD WT Y -52
CLIENT:
PIEDMONT NATURAL GAS
ISSUE FOR CONSTRUCTION
3
w
J
(�
10
23'
12792
O
4
0
16762
16" 90° WELD ELL FS 3R Y -52
11
2
15180
2" WXW ANSI 600 KEY COATED BALL VALVE
5
4
16763
16 "45 °WELD ELL FS 3R Y-52
12
1
TBD
16 "90 °WELD ELL LRY -65
CLIENT PROJECT NO:
2239873
REVISION: - - --
DRAWING NO: 3007 -06 -022
-- ---------
WELD BB Y-7
13
2
-------------
- - - - --
1
166502
16 "X16 "X66 .375 280 Y -70
(n
/
/
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f/
0
C/)
W (.0
Z +
WL CROSSING - STA. = 2 +33 UGT CROSSING
- STA. = 2 +48
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80 L.F. CONVENTIONAL BORE
CN
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ISSUE DATE:
MARCH 13, 2015
DRAWN BY:
CAJ
MATERIAL SUMMARY
MK NO
QTY
CAT #
DESCRIPTION
MK NO
0 +00
1 +00
2 +00
3 +00
4 +00
5 +00
6 +00
7 +00
470
460
450
445
REVISION
, ®
blowat� below.
Callbefom you dig.
Piedmont
_. ,, Natu ral Gas
PREPARED BY:
ENERGY LAND & INFRASTRUCTURE
1015 PASSPORT WAY • CARY, NORTH CAROLINA 27513
919- 234 -1974 WWW.EII- IIC.COM LICENSE # P -1289
•
ENGINEERS SURVEYORS INFRASTRUCTURE ENVIRONMENTAL
N A S H V I L L E , T E N N E S S E E CARY , NORTH CAROLINA
�
__ _
_ -
SCALE:
AS SHOWN
DESIGNED BY:
SWH
PNG 2014 CLASS LOCATION REPLACEMENT
ANSON COUNTY, NORTH CAROLINA
SITE 6 -STATE ROAD 1744
STA. 3514 +96 TO STA. 3552 +24
REV
DATE
DESCRIPTION
ISSUE DATE:
MARCH 13, 2015
DRAWN BY:
CAJ
MATERIAL SUMMARY
MK NO
QTY
CAT #
DESCRIPTION
MK NO
QTY
CAT #
DESCRIPTION
ELI PROJECT NO:
14 -21 -3007
CHECKED BY:
SWH
1
658'
1
16".375 WT X -65 CFB DRL PIPE
8
1
TBD
16" WXW ANSI 600 GEAR BALL VALVE W /10' EXT.
2
80'
16771
16" .375 WT X -65 CFB /PC DRL PIPE
9
1
16488
6 "X2" WELD RED. COUPLING STD WT Y -52
CLIENT:
PIEDMONT NATURAL GAS
ISSUE FOR CONSTRUCTION
3
2
16 "X3' .375X.219 WT X -65 TRANS. PIPE
10
23'
12792
2".154 WT X -52 CFB DRL PIPE
4
0
16762
16" 90° WELD ELL FS 3R Y -52
11
2
15180
2" WXW ANSI 600 KEY COATED BALL VALVE
5
4
16763
16 "45 °WELD ELL FS 3R Y-52
12
1
TBD
16 "90 °WELD ELL LRY -65
CLIENT PROJECT NO:
2239873
REVISION: - - --
DRAWING NO: 3007 -06 -022
7
WELD BB Y-7
13
2
TBD
16" 45° WELD ELL LR Y -65
1
166502
16 "X16 "X66 .375 280 Y -70

/
f
1
I
I
I
I
I
1
I /
I (OO
/ I
I
J
I II
SILT FENCE (TYP.)
(SEE EPSC DETAILS SHEET)
<00 �
00
\ 4O0
/
/
/
CONSTRUCTION TRAFFIC
TO USE EXISTING
ACCESS DRIVE
/
/ uh
I � \
oiy
o°
\ /
u f
/
/
/
/
THE SOILS IN THE PROJECT AREA INCLUDE:
• LgB - Lillington gravelly sandy loam, 2 to 8 percent slopes
• LgC - Lillington gravelly sandy loam, 8 to 15 percent slopes
'I CONC MON (OLD)
N
Go\ 00
400, 6.
coo \
\ yS�0 LIMITS OF DISTRUBANCE
c°o \ \ >� TOTAL AREA = 0.71 ACRES
coo \ sF
\ \osF SILT FENCE (TYP.)
(SEE EPSC DETAILS SHEET)
too
�F
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CO \
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\
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off
,
1
•
'
Kww. whars below,
IL r/�'�
{/fill bef re you dig.
Piedmont
Natural Gas
' ENERGY LAND & INFRASTRUCTURE
1015 PASSPORT WAY • CARY. NORTH CAROLINA 27513
919- 234 -1974 WWW.ELI- LLC.COM LICENSE # P -1289
ENGINEERS • SURVEYORS INFRASTRUCTURE • ENVIRONMENTAL
NASHVILLE. TENNESSEE CARY , NORTH CAROLINA
\ I I /
i
i
- _
_ -
-
��
�� / / I I
OH.
DESIGNED BY:
SWH
PNG 2014 CLASS LOCATION REPLACEMENT
ANSON COUNTY, NORTH CAROLINA
SITE 6 -STATE ROAD 1744
EROSION CONTROL PLAN
REV
DATE
DESCRIPTION
Oh.
ISSUE DATE:
MARCH 13, 2015
DRAWN BY
CAJ
PROJECT DESCRIPTION
THE PROPOSED PROJECT WILL REPLACE 7 PORTIONS OF NATURAL GAS
PIPELINE ALONG PIEDMONT NATURAL GAS' LINE 1. THE DISTURBED AREA IS
APPROXIMATELY 0.71 ACRES.
THE SITE IS COMPRISED OF GRASSED RESIDENTIAL; EXISTING UTILITY
EASEMENTS; AND EXISTING ROAD R.O.W.
SCHEDULE
CONSTRUCTION OF THE PIPELINE IS SCHEDULED TO BEGIN APRIL 2015 AND BE
COMPLETE BY DECEMBER 2015.
EROSION AND SEDIMENT CONTROL NARRATIVE
THE EROSION AND SEDIMENT CONTROL MEASURES FOR THIS PROJECT
INVOLVE THE STRATEGIC PLACEMENT OF VARIETY OF DEVICES INCLUDING:
• SILT FENCE
• TEMPORARY GRAVEL CONSTRUCTION ENTRANCE /EXIT
MOST OF THESE DEVICES ARE TO BE INSTALLED PRIOR TO CLEARING AND
GRADING. ALL EROSION AND SEDIMENT CONTROL DEVICES SHALL BE
PROPERLY MAINTAINED DURING ALL PHASES OF CONSTRUCTION UNTIL
CONSTRUCTION ACTIVITIES HAVE CEASED AND ALL DISTURBED AREA HAVE
BEEN STABILIZED. ADDITIONAL EROSION AND SEDIMENT CONTROL DEVICES
MAY BE REQUIRED DURING CONSTRUCTION. ALL TEMPORARY CONTROL
DEVICES SHALL BE REMOVED ONCE CONSTRUCTION IS COMPLETE AND THE
SITE IS STABILIZED. DUST CONTROL ON SITE SHALL BE KEPT WITHIN
ACCEPTABLE LIMITS BY SPRINKLING WITH WATER OR OTHER ACCEPTABLE
METHODS. THE CONTRACTOR IS RESPONSIBLE FOR THE CONTROL OF
SEDIMENT ON SITE. IF THE APPROVED EROSION AND SEDIMENTATION CONTROL
MEASURES PROVE INSUFFICIENT, THE CONTRACTOR MUST TAKE THOSE
ADDITIONAL STEPS NECESSARY TO STOP SEDIMENT FROM LEAVING THE SITE.
THE PIEDMONT SITE REPRESENTATIVE MAY ADJUST EPSC PLANS BASED ON
SITE CONDITIONS IN ACCORDANCE WITH BEST MANAGEMENT PRACTICES.
CONSTRUCTION SEQUENCE
1. OBTAIN PLAN APPROVAL AND PERMITS.
2. HOLD PRE - CONSTRUCTION CONFERENCE.
3. FLAG CONSTRUCTION LIMITS.
4. INSTALL EROSION CONTROL MEASURES.
5. BEGIN CLEARING.
6. REPLACE OR INSTALL REMAINING EROSION CONTROL MEASURES.
7. BEGIN INSTALLING PIPE.
B. COMPLETED AREA SHOULD BE SEEDED WITHIN 7 DAYS AFTER PIPE HAS
BEEN INSTALLED AND FINAL GRADING OR AS SOON AS PRACTICAL. ALL
DISTURBED AREA SHALL BE SEEDED WITHIN 14 DAYS AFTER WORK HAS
CEASED.
9. ALL DISTURBED AREA SHALL BE STABILIZED WITH SEED AND STRAW,
HYDROSEEDING, OR SOD.
10. REMOVE EROSION AND SEDIMENT CONTROLS FOLLOWING FINAL INSPECTION
AND SIGNOFF FROM LOCAL STORMWATER OR ENGINEERING
REPRESENTATIVE.
11. PROVIDE PERMANENT VEGETATION.
EROSION CONTROL DEVICE NOTES
1. ALL STREAM AND /OR WETLAND CROSSING LOCATIONS NOTED ON THE PLANS
ARE APPROXIMATE.
2. SEDIMENT TRAPS SHALL BE LOCATED A MINIMUM OF 20 FEET OUTSIDE
STREAMS AND WETLANDS.
3. SILT FENCE SHALL BE INSTALLED DOWN - GRADIENT OF THE CONSTRUCTION
AREA AS NOTED ON THE PLANS AND AS SHOWN IN THE DETAILS.
4. ANY FAILURE OF ANY EROSION CONTROL DEVICE TO FUNCTION AS INTENDED
FOR ANY REASON SHALL BE REPORTED TO THE ENGINEER IMMEDIATELY.
5. ADDITIONAL EROSION CONTROL DEVICES SHALL BE INSTALLED IMMEDIATELY
AFTER GROUND DISTURBANCE OCCURS. THE LOCATION OF SOME OF THE
EROSION CONTROL DEVICES MAY HAVE TO BE ALTERED FROM THAT SHOWN
ON THE PLANS IF DRAINAGE PATTERNS DURING CONSTRUCTION ARE
DIFFERENT FROM THE FINAL PROPOSED DRAINAGE PATTERNS. IT IS THE
CONTRACTORS RESPONSIBILITY TO ACCOMPLISH EROSION CONTROL FOR
ALL DRAINAGE PATTERNS CREATED AT VARIOUS STAGES DURING
CONSTRUCTION.
6. BUFFER DISTURBANCES AS NOTED ON THE PLANS SHALL BE SEEDED AT A
RATE OF 20 GALLONS PER 100 L.F. OF BUFFER DISTURBANCE USING THE
FOLLOWING MIX: KENTUCKY 31 FESCUE (55 %), ENGLISH RYE (20 %), KOREAN
LESPEDEZA (15 %), GERMAN MILLET (10 %).
7. HYDROSEEDING OR CURLEX (OR APPROVED EQUAL) IS REQUIRED FOR FINAL
STABILIZATION ON STEEP SLOPES.
MAINTENANCE
1. ALL SEDIMENT AND EROSION CONTROL DEVICES INCLUDING PLANTED AREAS
SHALL BE INSPECTED AT LEAST ONCE PER WEEK AND WITHIN 24 HOURS
AFTER ANY STORM EVENT GREATER THAN A HALF INCH(DURING A 24 HOUR
PERIOD). DAMAGED OR INEFFECTIVE DEVICES SHALL BE REPAIRED OR
REPLACED AS NECESSARY BY THE END OF THE DAY.
2. CLEAN SILT BARRIERS WHEN THEY ARE APPROXIMATELY 50% OBSTRUCTED
BY SEDIMENT OR AS DIRECTED BY THE OWNER'S REPRESENTATIVE.
GENERAL NOTES
1. THE CONTRACTOR IS RESPONSIBLE FOR IMPLEMENTATION AND
MAINTENANCE OF ALL EROSION AND SEDIMENT CONTROL DEVICES.
2. ALL UNDERGROUND UTILITIES SHOULD BE LOCATED AND MARKED IN THE
FIELD PRIOR TO COMMENCING CONSTRUCTION.
3. DISTURBED AREA SHALL BE STABILIZED AS SOON AS PRACTICALLY POSSIBLE
FOR PORTIONS OF THE SITE WHERE CONSTRUCTION ACTIVITIES HAVE BEEN
COMPLETED. THESE AREAS SHALL BE STABILIZED NO LATER THAN 14 DAYS
AFTER CONSTRUCTION HAS CEASED.
4. FILL, COVER, AND TEMPORARY STABILIZATION AT THE END OF EACH DAY IS
RECOMMENDED WHERE PRACTICAL. IT IS IMPORTANT TO CLOSE AND
STABILIZE OPEN TRENCHES ON STEEP SLOPES AS SOON AS POSSIBLE.
5. CONTRACTOR SHALL REGULARLY SWEEP SITE TO AVOID TRANSPORTING
SILT OR SEDIMENT FROM SITE.
6. STREAM AND WETLANDS, IF PRESENT, SHALL BE RETURNED TO ORIGINAL
GRADE UPON COMPLETION OF CONSTRUCTION.
7. SILT FENCE SHALL REMAIN OR BE INSTALLED ALONG STREAMS FOLLOWING
PIPELINE INSTALLATION AND FINAL GRADING UNTIL THE AREA IS STABILIZED.
8. ADDITIONAL MEASURES MAY BE NECESSARY TO PROTECT AREA STREAM
AND /OR WETLANDS IF PRESENT.
9. THESE PLANS ARE FOR EROSION AND SEDIMENT CONTROL PURPOSES ONLY
AND DO NOT APPLY TO CONSTRUCTION PURPOSES.
10. IF A FRACTURE IS OBSERVED DURING THE BORING OF A STREAM CROSSING,
WORK MUST BE IMMEDIATELY HALTED, AND ALL LOST LUBRICANT /MUD MUST
BE REMOVED FROM THE STREAM. THE FRACTURE HOLE WILL BE SEALED
AND THE SITE WILL BE EVALUATED BEFORE CONTINUATION OF BORING.
11. CONTRACTOR SHALL MAINTAIN A MINIMUM VERTICAL CLEARANCE OF 24"
BETWEEN THE PIPELINE AND ALL EXISTING AND PROPOSED UTILITIES.
STANDARDS
ALL EROSION AND SEDIMENT CONTROLS SHALL BE IN ACCORDANCE WITH THE
NPDES STORMWATER DISCHARGE PERMIT FOR CONSTRUCTION ACTIVITIES AND
THE NORTH CAROLINA EROSION AND SEDIMENT CONTROL PLANNING AND
DESIGN MANUAL.
REVISION
,
1
•
'
Kww. whars below,
IL r/�'�
{/fill bef re you dig.
Piedmont
Natural Gas
' ENERGY LAND & INFRASTRUCTURE
1015 PASSPORT WAY • CARY. NORTH CAROLINA 27513
919- 234 -1974 WWW.ELI- LLC.COM LICENSE # P -1289
ENGINEERS • SURVEYORS INFRASTRUCTURE • ENVIRONMENTAL
NASHVILLE. TENNESSEE CARY , NORTH CAROLINA
\ I I /
i
i
- _
_ -
-
��
�� / / I I
SCALE:
AS SHOWN
DESIGNED BY:
SWH
PNG 2014 CLASS LOCATION REPLACEMENT
ANSON COUNTY, NORTH CAROLINA
SITE 6 -STATE ROAD 1744
EROSION CONTROL PLAN
REV
DATE
DESCRIPTION
ISSUE DATE:
MARCH 13, 2015
DRAWN BY
CAJ
MATERIAL SUMMARY
MK NO
CITY
DESCRIPTION
M K NO
QTY
CAT#
DESCRIPTION
ELI PROJECT NO:
14-21 -3007
CHECKED BY:
WH
CLIENT:
PIEDMONT NATURAL GAS
ISSUE FOR CONSTRUCTION
7
1,694'
CE
2
O
HCAT
FENCE
CLIENT PROJECT NO:
2239873
G ��]]
REVISION: ---- DRAWING NO: 3OOTO6 -O2J

a
a
0
N
N
GRAPHIC SCALE (IN FEET)
20 0 10 20 40
1 inch = 20 ft.
PLAN
OVERALL SITE LAYOUT
SCALE: 1" = 20'
\ \ //////// O \ \
\ \ \ \
EXISTING 16" GAS LINE
(TO REMAIN)
` I
EXISTING 50'
\\ ` \GAS EPcrnnrnn- \.
,
EXISTING GAS LINE
(TO REMAIN)
TRACT 2
RAEFORD DEAN LINGERFELT AND
LAURA C. LINGERFELT
D.B. 959, P.G. 211
PIN# 644900214874
i
/
/
/
/
7/
/
/
/
TRACT 1
ROBERT E.
SIKES
D.B. 933, P.G. 100
PIN# 644900241038
�\
\
PACE
\
\
REVISION
•
, ®
�
Knowwhars below.
Callbefore you di
Piedmont
Natural Gas
ENERGY LAND V INFRASTRUCTURE
1015 PASSPORT WAY • CARY, NORTH CAROLINA 27513
919- 234 -1974 • WWW.ELI- LLC.COM • LICENSE # P -1289
ENGINEERS SURVEYORS INFRASTRUCTURE ENVIRONMENTAL
NASHVILLE, TENNESSEE • CARY , NORTH CAROLINA
\
\ /
- -
_ _
_ _
�� ��
SCALE:
AS SHOWN
DESIGNED BY:
SWH
PNG 2014 CLASS LOCATION REPLACEMENT
ANSON COUNTY, NORTH CAROLINA
SITE 7 - CEDAR GROVE ROAD
OVERALL SITE LAYOUT
REV
I DATE
DESCRIPTION
1
2/11/15
ADJUSTED GRADING AND LENGTH OF H.E.R.C.
1
0
DRAWN BY:
CAJ
MATERIAL SUMMARY
MK NO
QTY
CAT #
DESCRIPTION
MK NO
QTY
CAT #
DESCRIPTION
ELI PROJECT NO:
14 -21 -3007
CHECKED BY:
SWH
\
\
REVISION
•
, ®
�
Knowwhars below.
Callbefore you di
Piedmont
Natural Gas
ENERGY LAND V INFRASTRUCTURE
1015 PASSPORT WAY • CARY, NORTH CAROLINA 27513
919- 234 -1974 • WWW.ELI- LLC.COM • LICENSE # P -1289
ENGINEERS SURVEYORS INFRASTRUCTURE ENVIRONMENTAL
NASHVILLE, TENNESSEE • CARY , NORTH CAROLINA
\
\ /
- -
_ _
_ _
�� ��
SCALE:
AS SHOWN
DESIGNED BY:
SWH
PNG 2014 CLASS LOCATION REPLACEMENT
ANSON COUNTY, NORTH CAROLINA
SITE 7 - CEDAR GROVE ROAD
OVERALL SITE LAYOUT
REV
I DATE
DESCRIPTION
1
2/11/15
ADJUSTED GRADING AND LENGTH OF H.E.R.C.
ISSUE DATE:
MARCH 13, 2015
DRAWN BY:
CAJ
MATERIAL SUMMARY
MK NO
QTY
CAT #
DESCRIPTION
MK NO
QTY
CAT #
DESCRIPTION
ELI PROJECT NO:
14 -21 -3007
CHECKED BY:
SWH
CLIENT:
PIEDMONT NATURAL GAS
ISSUE FOR CONSTRUCTION
CLIENT PROJECT NO:
2239873
REVISION:
DRAWING NO: 3007- 07 -024

J
w
w
TRACT 2
TRAC T 1
W
SCALE: 1" = 50' I /C \ EXISTING 24" RCP
/ v — —
z
RAEFORD DEAN LINGERFELT AND
ROBERT E.
/ /
LAURA C. LINGERFELT
SIKES
O
BOOK 959, PAGE 211
BOOK 933, PAGE 100
O O
O M
Cl) O
J L
O Lr)
V
II CD N
N �
a�CD
Zw
I W I 16" x 0.219 WT X -42 I O3 O O I 16" x 0.219 WT X -42 I
z
Q
w
w
J
U-
0
ry
a_
7
now
ftft
i � _ d
Now -oft
PROPOSED 20' `� \ \`\'� \ \ -- -_ - - -- r/ aft
TEMPORARY WORKSPACE \ \ — \ \ \ \ — — — _ — — — — ®_ ' ftft
aft
\ \ \ \ \ \ \ \ \\ \ \ \n \ @\ \ \ \ \ \ \ / / / — — / / am --�
_ i /
- - - - - -- --------------- - - - - -� - - - - - ---------------------- — - - -- ------ - - - - -- -- ------------------------------------------- - - - - --
\ \ — - -- - - -- / PROPOSED 20' \
\ 1 � \ \ -------------- -------- -� - - -- j = - - -�- �`�' — — -- TEMPORARY EASEMENT \ \ \
EXISTING 16" GAS LINE ° O
(TO REMAIN) C v o
—GAS GAS GAS GAS GAS GAS GAS -4—GAS GAS GAS GAS \
/ — — —
\
CO \\ \� / _ — / _ - - -- \ � \\
N i i \\ \ p ,IE302.0 — — — — — — _ _ — _ — — J — — ��� / / /// N------------ �,�----- - --'—
/ — — —
f� -- / / Ov
BEGIN 16" NEW GAS LINE _ _ \ _ _ 1
STA. 0 +00 =1 _ - - — INSTALL NEW DRAINAGE PIPING. SEE _ _ — —
N _ —� _
_ O
_ 301— — - - - - +
GRADING PLAN, SHEET 3007 -07 -026 STA. 2606 +18 I O
_
G .
sas \
h __- -- - -- _ - - -__ GAS_
GAS' -GAS
1 1 GI�„gV �\ / / `3p —__ -- — /" _�� — -_��\ -END 16" NEW GAS LINE — --GAS
PLAN 1 e - - -- - - - -- ' - -' _ - -- STA. 2 +23= -- - - - - --
-GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS \GAS GAS - -G� / GAS 1 GAS GAS GAS GAS GAS-t— 9.-- ��{PAS GAS GAS GAS GASp�G` GA Gq5 GAS GAS GAS GAS GAS GAS / / -
ALIGNMENT PLAN 1 / 1
— — — — — —
/ —
GAG�GAS GAS GAS
—
— ✓
GAS GAS GAS GAS ` - _ A. 2608 +41
'T GAS GAS
-GAS—CAS
SCALE: 1" = 50' I /C \ EXISTING 24" RCP
/ v — —
_ /
_ — _ _— — -- GAS- -GAG
GAG \
(TO BE REMOVED)
/ /
/ - --
— GAS
-- - -' - - - - - - --
— — 307 —
/
/ '
GRAPHIC SCALE (IN FEET) \
I/
/
/
/
—®
C °
-
— 3oa — GAG_ —GAG
— — — — — — — — — — — — — —
/ ' / —GASH \
50 0 25 50 100 / /
\`
IAF
/
O
/
\
— — — 309 — — — — — — - —GAS- __GAS
'
GAG
�AF_ -AF —Al AF AF AF -- AF AF AF O /
/
%
O H
��GAS_
/ — — — —310— — — — — — — — — — — — — — — — — — \
I
/ GAS
AF
/ AF
1 inch= 50 ft. / AF
/ �
AF
—
/ - / — — — — — —311— \ GqS —GASH \
/ / ' '
- - - - - - - - - - - -
_ AF AF AF AFB
/
AF AF AF AF AF AF - -AF AF AF AF —CAF AF AF
/ / / /
— 312 — AS —\ \
G GAS—
/ \
- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - ------ - - - - - - -�---------
//../ /�
- -� - - -
/ ---- --- - - - - -- ------------ All ---
/
Q II
AF AF _r \
PROFILE
CO
REVISION
VERTICAL SCALE: 1" = 10'
Piedmont
Natural Gas
CD
HORIZONTAL SCALE: 1" = 10'
w co
�
PNG 2014 CLASS LOCATION REPLACEMENT
ANSON COUNTY, NORTH CAROLINA
SITE 7 -CEDAR GROVE ROAD
PLAN & PROFILE
Z +
DATE
DESCRIPTION
J (p
U) O
2/11/15
ADJUSTED GRADING AND LENGTH OF H.E.R.C.
N
d0'
O
0
DRAWN BY:
CAJ
O H
M
O
r (n
O
MK NO
X X
1-1.1
co
W W
Z +
O
Q II
J CO
CHECKED BY:
SWH
co
223'
M
Z O
— t
O
Q N
Ur
Q
0
LL1
-
2
H
O U)
16".375 WT X -65 CFB /PC DRL PIPE
9
X X
16488
6 "X2" WELD RED. COUPLING STD WT Y -52
W W
ISSUE FOR CONSTRUCTION
3
oil
16"X3'.375 WT .219 WT X -65 TRANS. PIPE
10
320
12792
Z
+
320
16762
16" 90" WELD ELL FS 3R Y -52
-
W_
N
15180
2" WXW ANSI 600 KEY COATED BALL VALVE
5
H
Q
�
16 "45 °WELD ELL FS 3R Y-52
U)
CLIENT PROJECT NO:
2239872
310
- - -' -- -_
0
310
16 "X16 "X16" WELD BARRED TEE Y -70
_ ______ _______ __ __ - EXISTING GRADE
------------------ �-----------------
7
4' MIN. COVE - - - - -- _
R-
- - - -------------------------------
16"X1 6"X6".375X.280 WT WELD BBT Y -70
16" - - -- -- - - -_,_
----------- - - - - --
300-----
__ 4' MIN. COVER
' ---------- - - - - --
300
290 290
285 1 1 1 1 i 285
0 +00
1 +00
2 +00
CO
REVISION
O
Piedmont
Natural Gas
CD
\ I /
� �
_ _–
_ —
_ -
i
I
SCALE:
AS SHOWN
�
PNG 2014 CLASS LOCATION REPLACEMENT
ANSON COUNTY, NORTH CAROLINA
SITE 7 -CEDAR GROVE ROAD
PLAN & PROFILE
REV
DATE
DESCRIPTION
1
2/11/15
ADJUSTED GRADING AND LENGTH OF H.E.R.C.
Lq
d0'
O
ISSUE DATE:
MARCH 13 2015
�
DRAWN BY:
CAJ
M
M
O
O
MK NO
O
CAT #
co
O
QTY
O
DESCRIPTION
O
CHECKED BY:
SWH
co
223'
M
16".375 WT X-65 CFB DRL PIPE
M
0 +00
1 +00
2 +00
REVISION
,
®
Know. what's below.
Call before you dig.
Piedmont
Natural Gas
PREPARED BY:
ENERGY LAND & INFRASTRUCTURE
1015 PASSPORT WAY • CARY, NORTH CAROLINA 27513
919- 234 -1974 WWW.ELI- LLC.COM LICENSE # P -1289
ENGINEERS SURVEYORS INFRASTRUCTURE ENVIRONMENTAL
NASHVILLE, TENNESSEE CARY , NORTH CAROLINA
\ I /
� �
_ _–
_ —
_ -
i
I
SCALE:
AS SHOWN
DESIGNED BY:
SWH
PNG 2014 CLASS LOCATION REPLACEMENT
ANSON COUNTY, NORTH CAROLINA
SITE 7 -CEDAR GROVE ROAD
PLAN & PROFILE
REV
DATE
DESCRIPTION
1
2/11/15
ADJUSTED GRADING AND LENGTH OF H.E.R.C.
ISSUE DATE:
MARCH 13 2015
�
DRAWN BY:
CAJ
MATERIAL SUMMARY
MK NO
QTY
CAT #
DESCRIPTION
MK NO
QTY
CAT #
DESCRIPTION
ELI PROJECT NO:
14 -21 -3007
CHECKED BY:
SWH
1
223'
1
16".375 WT X-65 CFB DRL PIPE
8
0
TBD
16" WXW ANSI 600 GEAR BALL VALVE W /10' EXT.
2
0
16771
16".375 WT X -65 CFB /PC DRL PIPE
9
0
16488
6 "X2" WELD RED. COUPLING STD WT Y -52
CLIENT:
PIEDMONT NATURAL GAS
ISSUE FOR CONSTRUCTION
3
2
16"X3'.375 WT .219 WT X -65 TRANS. PIPE
10
0
12792
2".154 WT X -52 CFB DRL PIPE
4
0
16762
16" 90" WELD ELL FS 3R Y -52
11
0
15180
2" WXW ANSI 600 KEY COATED BALL VALVE
5
0
16763
16 "45 °WELD ELL FS 3R Y-52
CLIENT PROJECT NO:
2239872
REVISION: 1
DRAWING NO: 3007 -07 -025
6
0
16650
16 "X16 "X16" WELD BARRED TEE Y -70
7
0
16652
16"X1 6"X6".375X.280 WT WELD BBT Y -70

cy \
s \
cgs cys \ \ y
cys \ ♦ l \
cgs 9s s ` I
I
91.0
/ i �♦ \ s \cgs / \ \ �\ ♦
\ \ cqs I \
`\
\ 31' OF 53"X 43" \ \
HERCP @3.23% `\ \
I\ 0� IE(UP)= 303.00 \
HEADWALL WITH \ \ E (OUT) = 302.00 ♦ \
GRATE
♦ c ♦
CLASS "B" RIP -RAP (5 " -15" IN - �'D \ � �� ;. -- __ - _ __ ♦\ \
SIZE, 2' THICK) OVER FILTER - --
FABRIC
/ / \/ /
STANDARD \
'` \ ` \ HEADWALL `\ \
L
/ EXISTING CULVERT
(TO BE REMOVED) ♦\ \ /`, \ �, \
/ O^ ♦♦ \ \ \ \ EXISTING STREAM \ \
CENTERLINE \\ \ \
310 `\ \ _ - \ \ / --- ♦...... - - -- _ -_- \
N
— - - - -- \\ ♦♦ \ cgs \ \ \\
\ \ \ \ C
GRAPHIC SCALE (IN FEET) - — — - -- \ � \ \ \ 9s \\ \ \
1 inch =loft.
PLAN
GRADING PLAN
SCALE: 1"= 10' \ \ \ \
REVISION
,
®
KIIOW WII�°S below.
��h/�
IL {/all bef re you dig.
Piedmont
Natural Gas
/
/ ENERGY LAND & INFRASTRUCTURE
1015 PASSPORT WAY • CARY. NORTH CAROLINA 27513
919- 234 -1974 • WWW.ELI- LLC.COM • LICENSE # P -1289
ENGINEERS • SURVEYORS INFRASTRUCTURE ENVIRONMENTAL
N A S H V I L L E . TENNESSEE • CARY , NORTH CAROLINA
\ \ I I / /
i
/i
_
_
= _
�/ / / I I \ \
SCALE::
AS SHOWN
DESIGNED BY:
SWH
PNG 2014 CLASS LOCATION REPLACEMENT
ANSON COUNTY, NORTH CAROLINA
SITE 7 -CEDAR GROVE ROAD
GRADING PLAN
REV
DATE
DESCRIPTION
t
2/11/15
ADJUSTED GRADING AND LENGTH OF H.E.R.C.
2
3/25115
ADDED LIVE STAKING AREAS
ISSUE DATE:
MARCH 13, 2015
DRAWN BY
CAJ
MATERIAL SUMMARY
MKNO
QTY
CAT #.
DESCRIPTION
MK NO
QTY
CAT#
DESCRIPTION
ELI PROJECT NO:
14-21 -3007
CHECKED BY:
SWH
CLIENT:
PIEDMONT NATURAL GAS
ISSUE FOR CONSTRUCTION
CLIENT PROJECT NO:
2239873
jj�
n C
REVISION: 2 DRAWING NO: 3OOTOTO26

PROJECT DESCRIPTION
♦ \\ ♦♦ THE SOILS IN THE PROJECT AREA INCLUDE:
♦♦
\ ♦ • Goldston channery silt loam, 25 to 45 percent slopes
THE PROPOSED PROJECT WILL REPLACE 7 PORTIONS OF NATURAL GAS
♦ ♦ /
PIPELINE ALONG PIEDMONT NATURAL GAS' LINE 1. THE DISTURBED AREA IS
♦ ♦♦ /
\
APPROXIMATELY 0.30 ACRES.
♦ ♦
♦
EXISTING SITE CONDITIONS
♦
♦♦
THE SITE IS COMPRISED OF GRASSED RESIDENTIAL; EXISTING UTILITY
♦
EASEMENTS; AND EXISTING ROAD R.O.W.
♦♦ ♦ /
♦ ♦ N
♦ ♦♦ \ /
SCHEDULE
CONSTRUCTION OF THE PIPELINE IS SCHEDULED TO BEGIN APRIL 2015 AND BE
COMPLETE BY DECEMBER 2015.
♦ ♦
♦
EROSION AND SEDIMENT CONTROL NARRATIVE
♦ I
♦♦
THE EROSION AND SEDIMENT CONTROL MEASURES FOR THIS PROJECT
♦
INVOLVE THE STRATEGIC PLACEMENT OF A VARIETY OF DEVICES INCLUDING:
♦ ♦♦
• SILT FENCE
I /
• TEMPORARY GRAVEL CONSTRUCTION ENTRANCE /EXIT
♦ ♦
♦
MOST OF THESE DEVICES ARE TO BE INSTALLED PRIOR TO CLEARING AND
♦
♦
GRADING. ALL EROSION AND SEDIMENT CONTROL DEVICES SHALL BE
♦
♦ ♦ GRAPHIC SCALE (IN FEET)
PROPERLY MAINTAINED DURING ALL PHASES OF CONSTRUCTION UNTIL
�o� 20 40
/
♦♦ ♦�
CONSTRUCTION ACTIVITIES HAVE CEASED AND ALL DISTURBED AREA HAVE
/ !° M
\ %
BEEN STABILIZED. ADDITIONAL EROSION AND SEDIMENT CONTROL DEVICES
♦ ♦ / 1 inch - 20 ft.
♦ �\
MAY BE REQUIRED DURING CONSTRUCTION. ALL TEMPORARY CONTROL
DEVICES SHALL BE REMOVED ONCE CONSTRUCTION IS COMPLETE AND THE
♦ ♦
♦ ♦
SITE IS STABILIZED. DUST CONTROL ON SITE SHALL BE KEPT WITHIN
ACCEPTABLE LIMITS BY SPRINKLING WITH WATER OR OTHER ACCEPTABLE
\
METHODS. THE CONTRACTOR IS RESPONSIBLE FOR THE CONTROL OF
♦ c ♦
♦ qs °o ♦ - LIMITS OF DISTURBANCE
SAFETY FENCE (TYP.) ♦ / �° i TOTAL AREA = 0.30 ACRES
♦
SEDIMENT ON SITE. IF THE APPROVED EROSION AND SEDIMENTATION CONTROL
MEASURES PROVE INSUFFICIENT, THE CONTRACTOR MUST TAKE THOSE
��
ADDITIONAL STEPS NECESSARY TO STOP SEDIMENT FROM LEAVING THE SITE.
♦ cq ♦
♦ s x o ♦ \ \
THE PIEDMONT SITE REPRESENTATIVE MAY ADJUST EPSC PLANS BASED ON
SITE CONDITIONS IN ACCORDANCE WITH BEST MANAGEMENT PRACTICES.
♦ \ ��// �,
s 0
CONSTRUCTION SEQUENCE
♦ ♦
♦, °� / '�♦ \� /
FLOW C \ - PROPOSED CONTOUR
ARROW "s / ♦ e
\
1. OBTAIN PLAN APPROVAL AND PERMITS.
2. HOLD PRE - CONSTRUCTION CONFERENCE.
3. FLAG CONSTRUCTION LIMITS.
4. INSTALL EROSION CONTROL MEASURES.
(TYP.) ♦ LINES (TYP.)
♦ \ °
♦
cqs ♦♦ l °�
5. BEGIN CLEARING.
6. REPLACE OR INSTALL REMAINING EROSION CONTROL MEASURES.
7. BEGIN INSTALLING PIPE.
♦\
♦ �� \ ♦ '
♦ \ \♦
♦ c
♦♦ q \ ♦♦
8. COMPLETED AREA SHOULD BE SEEDED WITHIN 7 DAYS AFTER PIPE HAS
BEEN INSTALLED AND FINAL GRADING OR AS SOON AS PRACTICAL. ALL
DISTURBED AREA SHALL BE SEEDED WITHIN 14 DAYS AFTER WORK HAS
qc
CEASED.
�� ♦,
�♦ / \ o ° ♦
9. ALL DISTURBED AREA SHALL BE STABILIZED WITH SEED AND STRAW,
HYDROSEEDING, OR SOD.
cn ♦; o0
♦
qs
/
10. REMOVE EROSION AND SEDIMENT CONTROLS FOLLOWING FINAL INSPECTION
♦
AND SIGNOFF FROM LOCAL STORMWATER OR ENGINEERING
♦
♦ c ♦ ,- PROPOSED STREAM
♦ / �o \ \ CENTERLINE
REPRESENTATIVE.
11 . PROVIDE PERMANENT VEGETATION.
EROSION CONTROL DEVICE NOTES
1. ALL STREAM AND /OR WETLAND CROSSING LOCATIONS NOTED ON THE PLANS
oo ♦� `
♦ ��� s I os °\ ♦
RIP-RAP OVER -- 06 ° \ s
` °
FILTER FABRIC ♦�
ARE APPROXIMATE.
2. SEDIMENT TRAPS SHALL BE LOCATED A MINIMUM OF 20 FEET OUTSIDE
STREAMS AND WETLANDS.
o03 J °� \
/ STANDARD q � SILT FENCE (TYP.)
HEADWALL WITH -' / HEADWALL \ 'ts
(SEE EPSC DETAILS SHEET)
3. SILT FENCE SHALL BE INSTALLED DOWN- GRADIENT OF THE CONSTRUCTION
AREA AS NOTED ON THE PLANS AND AS SHOWN IN THE DETAILS.
♦
/ 0
GRATE / ` ♦♦
\� ° '
4. ANY FAILURE OF ANY EROSION CONTROL DEVICE TO FUNCTION AS INTENDED
FOR ANY REASON SHALL BE REPORTED TO THE ENGINEER IMMEDIATELY.
c \\
\
v ~ `♦ q� qs \
♦\ / \
/
5. ADDITIONAL EROSION CONTROL DEVICES SHALL BE INSTALLED IMMEDIATELY
AFTER GROUND DISTURBANCE OCCURS. THE LOCATION OF SOME OF THE
p EXISTING STREAM
♦ o �\
� \ � CENTERLINE
31' OF 5HERC �� P ♦♦ cqm / ♦ \
EROSION CONTROL DEVICES MAY HAVE TO BE ALTERED FROM THAT SHOWN
ON THE PLANS IF DRAINAGE PATTERNS DURING CONSTRUCTION ARE
r ♦ 1A, ✓
°
DIFFERENT FROM THE FINAL PROPOSED DRAINAGE PATTERNS. IT IS THE
__ °p \
♦ \ \ \
`� \ ♦♦
CONTRACTORS RESPONSIBILITY TO ACCOMPLISH EROSION CONTROL FOR
/ \ \
\
lam\ q \
ALL DRAINAGE PATTERNS CREATED AT VARIOUS STAGES DURING
CONSTRUCTION.
♦ 9
♦ °
♦ \ '\
6. BUFFER DISTURBANCES AS NOTED ON THE PLANS SHALL BE SEEDED AT A
RATE OF 20 GALLONS PER 100 L.F. OF BUFFER DISTURBANCE USING THE
w
♦ s
FOLLOWING MIX: KENTUCKY 31 FESCUE (55 %), ENGLISH RYE (20 %), KOREAN
/ ♦ \ °� �O y \
LESPEDEZA (15 %), GERMAN MILLET (10 %).
7. HYDROSEEDING OR CURLEX (OR APPROVED EQUAL) IS REQUIRED FOR FINAL
/ �\ ♦ \ �`� s
STABILIZATION ON STEEP SLOPES.
\ q ♦ s
♦ ♦ • ` `
01 \ r EXISTING
\ \ \
MAINTENANCE
1. ALL SEDIMENT AND EROSION CONTROL DEVICES INCLUDING PLANTED AREAS
SHALL BE INSPECTED AT LEAST ONCE PER WEEK AND WITHIN 24 HOURS
q� 1 ys \
AFTER ANY STORM EVENT GREATER THAN A HALF INCH(DURING A 24 HOUR
\ CONTOUR
LINES
(TYP.)
PERIOD). DAMAGED OR INEFFECTIVE DEVICES SHALL BE REPAIRED OR
REPLACED AS NECESSARY BY THE END OF THE DAY.
2. CLEAN SILT BARRIERS WHEN THEY ARE APPROXIMATELY 50% OBSTRUCTED
BY SEDIMENT OR AS DIRECTED BY THE OWNER'S REPRESENTATIVE.
v� \ 007 \ -
Q07
G, °� \
GENERAL NOTES
THE CONTRACTOR IS RESPONSIBLE FOR IMPLEMENTATION AND
MAINTENANCE OF ALL EROSION AND SEDIMENT CONTROL DEVICES.
s o0
2. ALL UNDERGROUND UTILITIES SHOULD BE LOCATED AND MARKED IN THE
I` �'ys \
FIELD PRIOR TO COMMENCING CONSTRUCTION.
3. DISTURBED AREA SHALL BE STABILIZED AS SOON AS PRACTICALLY POSSIBLE
\
\
FOR PORTIONS OF THE SITE WHERE CONSTRUCTION ACTIVITIES HAVE BEEN
\
\ ♦� \ \
COMPLETED. THESE AREAS SHALL BE STABILIZED NO LATER THAN 14 DAYS
AFTER CONSTRUCTION HAS CEASED.
\
4. FILL, COVER, AND TEMPORARY STABILIZATION AT THE END OF EACH DAY IS
RECOMMENDED WHERE PRACTICAL. IT IS IMPORTANT TO CLOSE AND
/ \ \ \ ♦
\
\ p�
x
STABILIZE OPEN TRENCHES ON STEEP SLOPES AS SOON AS POSSIBLE.
5. CONTRACTOR SHALL REGULARLY SWEEP SITE TO AVOID TRANSPORTING
N \ � �;'� ` y,. O°� \ � \
G1 � \ \
SILT OR SEDIMENT FROM SITE.
6. STREAM AND WETLANDS, IF PRESENT, SHALL BE RETURNED TO ORIGINAL
`\\0�
\ \
l9s \ `� e
GRADE UPON COMPLETION OF CONSTRUCTION.
7. SILT FENCE SHALL REMAIN OR BE INSTALLED ALONG STREAMS FOLLOWING
c
\ ` \ \ \
PIPELINE INSTALLATION AND FINAL GRADING UNTIL THE AREA IS STABILIZED.
\��\ ♦ 1
\ `♦ \T
8. ADDITIONAL MEASURES MAY BE NECESSARY TO PROTECT AREA STREAM
AND /OR WETLANDS IF PRESENT.
°
` ♦` \ cgs I \
\
9. THESE PLANS ARE FOR EROSION AND SEDIMENT CONTROL PURPOSES ONLY
AND DO NOT APPLY TO CONSTRUCTION PURPOSES.
10. IF A FRACTURE IS OBSERVED DURING THE BORING OF A STREAM CROSSING,
�\
WORK MUST BE IMMEDIATELY HALTED, AND ALL LOST LUBRICANT /MUD MUST
9�
GRAPHIC SCALE (IN FEET) \ y
BE REMOVED FROM THE STREAM. THE FRACTURE HOLE WILL BE SEALED
100 0 50 100 200 \ ��6
\
/ \ `♦ \ \\
AND THE SITE WILL BE EVALUATED BEFORE CONTINUATION OF BORING.
11. CONTRACTOR SHALL MAINTAIN A MINIMUM VERTICAL CLEARANCE OF 24"
`�O�x
1 inch= 100 ft. i \ \ �
BETWEEN THE PIPELINE AND ALL EXISTING AND PROPOSED UTILITIES.
\
/ \ \
PLAN / `� \ \
STANDARDS
OVERALL SITE LAYOUT
ALL EROSION AND SEDIMENT CONTROLS SHALL BE IN ACCORDANCE WITH THE
NPDES STORMWATER DISCHARGE PERMIT FOR CONSTRUCTION ACTIVITIES AND
SCALE: 1" = 1
THE NORTH CAROLINA EROSION AND SEDIMENT CONTROL PLANNING AND
\
DESIGN MANUAL.
REVISION
,
,
c
` ENERGY LAND INFRASTRUCTURE
V
\
\ /
SCALE:
AS SHOWN
DESIGNED BY:
SWH
PNG 2014 CLASS LOCATION REPLACEMENT
ANSON COUNTY, NORTH CAROLINA
REV
DATE
DESCRIPTION
1
2/11/15
ADJUSTED GRADING AND LENGTH OF H.E.R.C.
2
3/25/15
ADDED LIVE STAKING AREAS
ISSUE DATE:
DRAWN BY:
®
Piedmont
1015 PASSPORT WAY • CARY, NORTH CAROLINA 27513
-_ _
MARCH 13, 2015
CAJ
SITE 7 - CEDAR GROVE ROAD
MATERIAL SUMMARY
ELI PROJECT NO:
CHECKED BY:
MK NO
QTY
CAT #
DESCRIPTION
MK NO
QTY
CAT #
DESCRIPTION
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Natural Gas
-11
919- 234 -1974 WWW.ELI- LLC.COM LICENSE # P -1289
ENGINEERS • SURVEYORS INFRASTRUCTURE ENVIRONMENTAL
NASHVILLE, T E N N E S S E E C A R Y , N O R T H C A R O L I N A
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14 -21 -3007
SWH
EROSION CONTROL PLAN
CLIENT:
PIEDMONT NATURAL GAS
ISSUE FOR CONSTRUCTION
1
1
635'
SILT FE
CE
o
SAFET
FENCE
CLIENT PROJECT NO: 2239873
REVISION: 2 DRAWING NO: 3007 -07 -027