20150451 Ver 1_Site Plan_20150515

Strickland, Bev
From: Montalvo, Sheri A
Sent: Friday, May 15, 2015 2:29 PM
To: Strickland, Bev
Subject: FW: Stokesdale 6" pressure improvement project
From: Suzanne Herron [ mailto: Suzanne.HerronCa)eli- Ilc.com]
Sent: Friday, May 15, 2015 2:24 PM
To: Montalvo, Sheri A
Subject: RE: Stokesdale 6" pressure improvement project
In
https://eli-llc.box.com/s/7V5asl7fox39x8xsbOus6il8shx2l6sl
W4W9=�lMMVFJ 11=001
Gam.
Suzanne Herron,
Project Manager
EnergM •
1420 Donelson Pike, Suite A-12
Nashville, TN 37217
r 15) 383-6300 Office
r 477-8286 Cell
From: Montalvo, Sheri A [ mai Ito: sheri.montalvo(d)ncdenr.gov]
Sent: Thursday, May 14, 2015 2:07 PM
To: Suzanne Herron
Subject: Stokesdale 6" pressure improvement project
Suzanne,
Could you please email me an electronic (PDF) copy of the plans for this project so we can get them into our system
easier?
Thankyou
1

Sheri Montalvo
401 & Buffer Permitting Unit
NCDENR- Division of Water Resources
1617 Mail Service Center, Raleigh, NC 27699 -1617
Phone: [phone]
Email: sheri.montalvo @ncdenr.gov
E -mail correspondence to and from this address may be subject to public records laws and may be disclosed to third
parties.

CONSTRUCTION PLANS
FOR
STOKESDALE 6" PRESSURE IMPROVEMENT PROJECT
STOKESDALE, GUILFORD COUNTY, NORTH CAROLINA
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LOCATION MAP
NOT TO SCALE
ISSUED FOR CONSTRUCTION
� Piedmont Natural Gas
OWNER: PIEDMONT NATURAL GAS
4720 PIEDMONT ROW DRIVE
CHARLOTTE, NC 28210
PH :(704)731 -4375 or (615)872 -2350`
ISSUE DATE: MAY-1, 2015
an
INDEX OF SHEETS
SHEET #
SHEET TITLE
GENERAL
STA 6 +00 TO STA. 20 +25 ALIGNMENT
3011 -000
COVER SHEET
3011 -001
NOTES
9011 -002
OVERALL SITE PLAN
3011 -003
GENERAL DETAILS
ALIGNMENT FLAN
3011 -010
3011 -004
STA. 0+00 TO STA. 6+00 ALIGNMENT
3011 -005
STA 6 +00 TO STA. 20 +25 ALIGNMENT
3011 -006
STA 20 +25 TO STA. 35+00 ALIGNMENT
3011 -007
STA 35+00 TO STA 49+00 ALIGNMENT
3011 -006
STA 49+00 TO STA 63+75 ALIGNMENT
3011-009
STA. 63 +75 TO STA. 77 +20 ALIGNMENT
EROSION PROTECTION $ SEDIMENT CONTROL PLAN
3011 -010
STA. 0+00 TO STA 11 +00 EPSC
3011 -011
STA. 11 +00 TO STA 22+00 EPSC
3011 -012
STA 22 +00 TO STA 33 +00 EPSC
3011 -013
STA 33 +00 TO STA. 44+00 EPSC
3011-014
STA. 44 +00 TO STA 54 +00 EPSC
3011 -015
STA 54+00 TO STA 64 +00 EPSC
3011 -016
STA. 64+00 TO STA. 77 +20 EPSC
3011 -017
EPSC DETAILS
3011 -018
EPSC DETAILS
I
DESIGN CONSULTANTS:
e 1 Ro' CIVIL ENGINEER. MICHAEL YOUNG, P.E.
ENERGY LAND & INFRASTRUCTURE, LLC
9 = 1015 PASSPORT WAY
0 r CARY, NORTH CAROLINA 27513
F ,• PHONE: [phone]
.,,cyyF. �o�?�• FAX: [phone]
SURVEYOR. MICHAEL J. MOORE, R.L.S.
ENERGY LAND & INFRASTRUCTURE, LLC
i 1420 DONELSON PIKE, SUITE Al2
NASHVILLE, TN 37217
PHONE: [phone]
FAX: [phone]
ENERGY LAND & INFRASTRUCTURE
1015 PASSPORT WAY • CARY, NORTH CAROLINA 27513
919- 234 -1974 • WWW.ELI- LLC.COM • LICENSE # P -1289
ENGINEERS a SURVEYORS INFRASTRUCTURE • ENVIRONMENTAL
NASHVILLE, TENNESSEE • CARY. NORTH CAROLINA
O id• rMlrllMa• rtllgl[hMB.uC.NL!!W I'S

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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.
SITE NOTES
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 AS SOON AS POSSIBLE 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 t2 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 SUPERVISORS 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.
BORE PULLBACK REQUIREMENTS
1. CONTRACTOR SHALL PULL EXTRA LENGTH OF PROJECT PIPE SO ONE JOINT CAN BE EXAMINED.
2. CONTRACTOR SHALL SUPPORT THE PRODUCT PIPE PULL SECTION AS IT PROCEEDS DURING PULLBACK SO THAT IT MOVES FREELY AND IS
NOT OVER STRESSED.
BORE DRILLING FLUIDS
1. CONTRACTOR SHALL SUBMIT THE COMPOSITION OF ALL DRILLING FLUIDS TO ENGINEER FOR APPROVAL.
2. CONTRACTOR SHALL NOT USE ANY DRILLING FLUID THAT DOES NOT COMPLY WITH PERMIT REQUIREMENTS AND ENVIRONMENTAL
REGULATIONS.
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.
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:
GORDON EVANS
PH: [phone]
EMAIL: [e-mail]
GROUND
STABIL17ATION
SITE AREA DESCRIPTION
STABILIZATION TIME FRAME
STABILIZATION TIME FRAME
EXCEPTION
PERIMETER DIKES, SWALES,
7 DAYS
NONE
DITCHES, AND SLOPES
IP
WIRE MESH & GRAVEL INLET PROTECTION
HIGH QUALITY WATER (HOW)
7 DAYS
NONE
ZONES
PS
DISTURBED AREA STABILIZED
PS
IF SLOPES ARE 10' OR LESS IN
SLOPES STEEPER THAN 3:1
7 DAYS
LENGTH AND ARE NOT
STEEPER THAN 21, 14 DAYS
v�-
CS
ARE ALLOWED
-0--
SO
7 DAYS FOR SLOPES
SLOPES 3:1 OR FLATTER
14 DAYS
GREATER THAN 50 FEET IN
ST
LENGTH
ST
TS
NONE (EXCEPT FOR
ALL OTHER AREAS WITH
14 DAYS
PERIMETERS AND HOW
SLOPES FLATTER THAN 4:1
CD
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.
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
SANITARY SEWER LINE
FORCE MAIN SEWER LINE
TREE LINE
FENCE LINE
WETLANDS
EXISTING DITCH LINE
SILT FENCE
COMPOSTSOCK
EROSION CONTROL LEGEND
CODE
PRACTICE
Piedmont
- aI�yT a
- Natural Girls
CE
CONSTRUCTION EXIT
SCALE: DESIGNED BY:
AS SHOWN LCW /JAM
ISSUE DATE: DRAWN BY:
04/30/2015 CAJ
ELI PROJECT NO: CHECKED BY:
14-21 -3011 LCW
CLIENT.
PIEDMONT NATURAL GAS
CLIENT PROJECT NO:
0230491
PP
STORM PIPE INLET PROTECTION
11
IP
WIRE MESH & GRAVEL INLET PROTECTION
Lj
OP
STORM PIPE OUTLET PROTECTION
i
PS
DISTURBED AREA STABILIZED
PS
WITH PERMANENT VEGETATION
SF
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v�-
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-0--
SO
DISTURBED AREA STABILIZED WITH
SO
QTV
PERMANENT VEGETATION (SOD)
ST
SEDIMENT TRAP
ST
TS
DISTURBED AREA STABILIZED
TS
WITH TEMPORARY VEGETATION
CD
EEL CHECK DAM
TP
TREE PROTECTION
-TP-
LOD
LIMITS OF DISTRUBANCE
-LOD-
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.
xxxxxxXXXXXXXXXXxXXXXXXXXXxXXXX-
CIVIL ENGINEER
MICHAEL YOUNG, P.E.
ENERGY LAND & INFRASTRUCTURE, LLC
1015 PASSPORT WAY
CARY, NORTH CAROLINA 27513
PHONE: [phone]
FAX: [phone]
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1015 PASSPORT WAY •CARY. NORTH CAROLINA 27513
F 919- 234 -1974 • WWW.ELI- LLC.COM • LICENSE # P -1289
ENGINEERS SURVEYORS INFRASTRUCTURE ENVIRONMENTAL
NASHVILLE, TENNESSEE CARY, NORTH CAROLINA
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04/30/2015 CAJ
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CLIENT.
PIEDMONT NATURAL GAS
CLIENT PROJECT NO:
0230491
STOKESDALE 6" PRESSURE IMPROVEMENT PROJECT
STOKESDALE, GUILFORD COUNTY, NORTH CAROLINA
GENERAL
NOTES
ISSUED FOR CONSTRUCTION
- - -- 3011 -001
REVISION: DRAWING NO:
REV
DATE
DESCRIPTION
MATERIAL SUMMARY
MK NO
QTY
DESCRIPTION
MK NO
QTV
DESCRIPTION

'1
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6 1 GASLINE (lYP.) EASEMENT (TYP.)
i 46
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OVERALL SITE PLAN
SCALE: I"= 250'
GRAPHIC SCALE (IN FEET)
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1 Inch = 250 ft
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-
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GENERAL
OVERALL SITE PLAN
REV
DATE
DESCRIPTION
ISSUE DATE:
0430/2015
DRAWN BY:
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ELI PROJECT NO:
1421 -3011
CHECKED BY:
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MATERIAL SUMMARY
MK NO
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DESCRIPTON
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CLIENT
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.. .
ISSUED FOR CONSTRUCTION
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0230491
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\ / CONDUIT
CONSOL DAlV 1 BILL OF MATERIALS LEVEL
D"
Code
Catalog
Number`
MR
Cots
oty
RetLlmed
Sim &
MWP
(PSIG)
1
16171
2
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STOPPER LINE WLD 6 ANSI 600 SPHERE TEE
1115
2
16838
7760
LA
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1470
3
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240
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1470
4
16769
8
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1480
3
12020
2
1 EA,
VALVE BALL 6 WXW ANSI 600 KEY COATED
1480
6
14181
4
EA,
THRED O RING 2 THREAD O RING FTG 2 CS 3600 PW
FOR 6.00 AND LARGER PIPE
3600
7
10880
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NA
9
16766
is
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9
1161 :
2
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WELD INSULATED JOINTANSI 600 PRESSURE RATING
1480
1480
10
1604
$
EA.
SOX TEST AROVEGROUND TERMINAL
NA
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STRUCTURE \ / � \ \ \ \ REFERENCE ?
\ \\ \° �\ \ \� \\ \ ELECTRODE
1. ALL PIPE WIRE CONNECTIONS TO BE CADWELDED AND COATED:. -
- - - - 2. LEAVE SLACK IN WIRE TO AVOID DAMAGE IN BACKFILLBIO.
& ALL PIPE WIRE SHOULD BE NUMBER 12 STRANDED WITH TW MWVMW
4. WELDS SHOULD BE WRAPPED WITH UNDERGROUND TAPE
DETAIL
TEST STATION OQS
(NOT TO SCALE)
REVISION
R PRw�R®sr # # U I 1 117 r J GEV DATE DESCRIPTION NED BY:
• � SCALE: DESI CA /?oj , AS SHOWN LCW / JAM STOKESDALE 6" PRESSURE IMPROVEMENT PROJECT
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90- 234 -1974 - W W W.GLI- LLC.COM - LICENSE # P -1289 = = ELI PROJECT -30 CHECKED BY:
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ENGINEERS • SURVEYORS INFRASTRUCTURE • ENVIRONMENTAL
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PIEDMONT NATURAL GAS
CLIENT PROJECT NO:
0230491
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PIEDMONT NATURAL GAS
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0230491
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PIEDMONT NATURAL GAS
' �
/ �
D.B. 4264, P 189 /
\\
6" ANSI 600 SPHERICAL TEE
SEPTIC FIELD
0
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- 20 ZONE 2 BUFFER
0
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/ K
1
l
30 ZONE 1 BUFFER
CLIENT PROJECT NO: 023O4S1
Tract 9
Culp, Inc.
// G. Allen Linsey, Jr.
/
\
\
9
0
EXISTING SEPTIC FIELD
D.B. 7491, Pg. 945
/ D.B. 4614, Pg. 1152
I
6• CL 600 WXW BALL VALVE
10
0
ABOVE GROUND CATHODIC TEST STATION
(DO NOT DISTURB)
� P.B. 110, P 57
P.B. 114, P5
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PIN# 7920058682
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ENERGY LAND fs /NFRASTRUCTURE
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 C A R O l 1 N A
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DESIGNED BY:
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STOKESDALE 6" PRESSURE IMPROVEMENT PROJECT
STOKESDALE ,GUILFORD000NTY,NORTHCAROLINA
ALIGNMENT PLAN
STA. 6 +00 TO STA. 20 +25 ALIGNMENT
REVISION
440
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REV
DATE
DESCRIPTION
ISSUE DATE:
04/15/2015
DRAWN BY:
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ELI PROJECT NO:
14 -21 -3011
CHECKED BY:
LCW
MATERIAL SUMMARY
SEE SHEET 003 FOR CONSOLIDATED BILL OF MATERIALS
MKNO
--
DESCRIPTION
MK NO
QTY
DESCRIPTION
CLIENT:
PIEDMONT NATURAL GAS
ISSUED FOR CONSTRUCTION
1
1
6" ANSI 600 SPHERICAL TEE
6
0
YTHREADORING
2
1,425'
6" .280 WT X -52 CFB DRL PIPE
7
0
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PIPE
CLIENT PROJECT NO: 023O4S1
3011-005
REVISION: DRAWING NO: J
i
0
8" .280 Wi Y32 BW SEG SR 90 ELL
9
0
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5
0
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930
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910
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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 C A R O l 1 N A
� \II I I I III,
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SCALE:
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DESIGNED BY:
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STOKESDALE 6" PRESSURE IMPROVEMENT PROJECT
STOKESDALE ,GUILFORD000NTY,NORTHCAROLINA
ALIGNMENT PLAN
STA. 6 +00 TO STA. 20 +25 ALIGNMENT
REVISION
440
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■
Piedmont
-
Natural GaS
REV
DATE
DESCRIPTION
ISSUE DATE:
04/15/2015
DRAWN BY:
LCW
ELI PROJECT NO:
14 -21 -3011
CHECKED BY:
LCW
MATERIAL SUMMARY
SEE SHEET 003 FOR CONSOLIDATED BILL OF MATERIALS
MKNO
QTY
DESCRIPTION
MK NO
QTY
DESCRIPTION
CLIENT:
PIEDMONT NATURAL GAS
ISSUED FOR CONSTRUCTION
1
1
6" ANSI 600 SPHERICAL TEE
6
0
YTHREADORING
2
1,425'
6" .280 WT X -52 CFB DRL PIPE
7
0
B" ROADWAY VALVE BOX
PIPE
CLIENT PROJECT NO: 023O4S1
3011-005
REVISION: DRAWING NO: J
4
0
8" .280 Wi Y32 BW SEG SR 90 ELL
9
0
6' STD WT CLASS 600 W XX W INSULATED JOINT
5
0
6• CL 600 WXW BALL VALVE
10
0
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GROUND ELEV: 91.1
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P.B. 138, Pg. 20 Ronald D. Preston �. J Leta B. Climer Living Trust Agreement
PIN #7920251406 D.B. 5503, Pg. 652 �.� D.B. 6424, P 2286
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2 -2 -2
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4 -3-4
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Tract 6A ♦ ♦ ♦ ♦ g � � 1
Ronald D. Preston •
D.B. 5069, Pg. 984 Tract 6 • `• • 1 Tract 5
P.B. 138, Pg. 20 Ronald D. Preston �. J Leta B. Climer Living Trust Agreement
PIN #7920251406 D.B. 5503, Pg. 652 �.� D.B. 6424, P 2286
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REVISION PREPARED 6Y:
REV DATE DESCRIPTION 440 ��� ��, STOKESDALE 6" PRESSURE IMPROVEMENT PROJECT
� � � I I I I 1 / � �� SCALE: DESIGNED BY:
N CARQ , AS SHOWN LCW STOKESDALE GUILFORD COUNTY NORTH CAROLINA
ENERGY LAND & INFRASTRUCTURE ° ° ESS %°°; ISSUE DATE: ORAWNBY: ' 1015 PASSPORT WAY CARY, NORTH CAROLINA 27513 = cp y o _ 04/15/2015 LCW ALIGNMENT PLAN
MATERIAL SUMMARY i '0 Piedmont 919- 234 -1974 WWW.ELI- LLC.COM LICENSE # P -1289 - ° °o _ ED PROJECT NO: CHECKED BY: STA. 20 +25 TO STA. 35+00 ALIGNMENT
SEE SHEET 003 FOR CONSOLIDATED BILL OF MATERIALS � o° _ 14'21-3011 LCW
Natural Gas CLIENT:
MK NO QTY DESCRIPTION MK NO QTY DESCRIPTION . °'o °° -
1 0 6" ANSI 600 SPHERICAL TEE 6 0 YTHREAD0RING �i ° °oF/1/ �o� ISSUED FOR CONSTRUCTION
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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 5 E E CARY , NORTH CAROLINA
_ __ _ _
W
SCALE:
AS SHOWN
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TRACT 5
J
LETA B. CLIMER
DATE
LIVING TRUST AGREEMENT
D.B. 6242, PG. 2286
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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 5 E E CARY , NORTH CAROLINA
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LCW
_ —._ --
STOKESDALE 6" PRESSURE IMPROVEMENT PROJECT 1
STOKESDALE
STOKESDALE, GUILFORD COUNTY, NORTH CAROLINA
ALIGNMENT PLAN
STA. 35 +00 TO STA. 49 +00 ALIGNMENT
REVISION
REV
DATE
DESCRIPTION
ISSUE DATE:
04/15/2015
,
t
CHECKED BY:
LCW
MATERIAL SUMMARY
SEE SHEET 003 FOR CONSOLIDATED BILL OF MATERW.S
MKNO
QTY
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QTY
I
s
ISSUED FOR CONSTRUCTION
1
0
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6
2•THREAD0RING
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0
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CLIENT PROJECT NO:
0230491
°° 3011 -007
REVISION: DRAWING NO:
3
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\ ; �y ♦I<•`•w I ! (SEE 3011 -018, DETAIL 11)
%�� ��� _ r +;,. �� ♦♦ / Tracts
TEMPORARY WORKSPACE NO CLEARING IN BUFFER
L t a B Clime, I ii-in Trust A g reement
4#
♦ G
e g
D.B. 6424, Pg. 2286
PIN# 7920352300
900 - 900
+ / 4'MN.CO R
Vi
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890 • ,
6 o
w ' 880
880 , __ \
870 �� �� i I I I I I 870
860 860
850 \ 850
840 -- 840
830 Ili 830
VERTICAL SCALE: " =10' 1
820 820
.y rw �m �t to
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Piedmont
Natural Gas
4Z+vG
PREPAaener:
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 5 E E CARY , NORTH CAROLINA
_ __ _ _
��II I I I I I I,,�
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...s
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i// qe Q�
// / L A .
/ I I I 1 111 '��
SCALE:
AS SHOWN
DESIGNED BV:
LCW
_ —._ --
STOKESDALE 6" PRESSURE IMPROVEMENT PROJECT 1
STOKESDALE
STOKESDALE, GUILFORD COUNTY, NORTH CAROLINA
ALIGNMENT PLAN
STA. 35 +00 TO STA. 49 +00 ALIGNMENT
REVISION
REV
DATE
DESCRIPTION
ISSUE DATE:
04/15/2015
ORAwNBY:
LCW
ELI PROJECT NO:
14 -21 -3011
CHECKED BY:
LCW
MATERIAL SUMMARY
SEE SHEET 003 FOR CONSOLIDATED BILL OF MATERW.S
MKNO
QTY
DESCRIPTION
MK NO
QTY
DESCRIPTION'S
CLIENT:
PIEDMONT NATURAL GAS
ISSUED FOR CONSTRUCTION
1
0
6" ANSI 600 SPHERICAL TEE
6
0
2•THREAD0RING
2
1,4W
6" .280 WT X.ri2 CFB DRL PIPE
7
0
6° ROADWAY VALVE BOX
CLIENT PROJECT NO:
0230491
°° 3011 -007
REVISION: DRAWING NO:
3
0
6" .280 WT X52 CFBIPC 11 PIPE
8
0
6' .280 WT Y-52 BW SEG 5R 45• ELL
a
o
s• .zao wr vs2 Bw sec SR so° ELL
9
0
6• STD WT CLASS 600 W X W INSULATED JOINT
5
0
6" CL 600 WXW BALL VALVE
10
0
ABOVE GROUND CATHODIC TEST STATION

6
N
N
a
d
Q
8
a
N
i
i
\5 „`¢ 00
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Aft
/n
PLAN
ALIGNMENT PLAN
SCALE: 1" = 50'
GRAPHIC SCALE (IN
0 25
1 inch =.50 R
W
LL
O
Of
a
••1
::i
N
S lri
� A h
O
0 t CD
Q
co
tt 1 O
O 2 }
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? RICHARD D.MILLARD \ \ -' -' 1. Z
&SUSAN C. MILLARD _
U D.B. 4253, Pg. 1816
I t t d 50' PERMANENT
\ Tract 4 1 I I t EASEMENT t _ _ _ -�
e \ Jack B. 8 Ma P. Johnson I I ( I _ - -880- I - - -885 - ` ' +'
Mary { ( / / — — ' a 63 +00 ' 64 +00 .. aw �■
STREAM BUFFER DETAILS D.B.3629,P 1080 I �••�•!_________ ______+r�__-_G /
49 (SEE 3011 -018, DETAIL 11) N PIN# 7920542514 PROPOSED 6" 1 1, t 61 +00 62 +00
ti 60 +00 —
00 \ � STEEL GAS. LINE •MI�M ..,_�� -��� �..�����..�����_� 69 +00 ����I����I..�� e•— d---- ,�"-- G---_ s, —G
58 +00 —6--G /
/ \ 1 I g 56 +00 511 +00 6• —G-�- - -6 Gam—
6'c _ STREAM SC \\ _ l i '�---- +6- -G - - -I i
6 00
650 *0 _ _ c CROSSING, I I ��
�c
0 `... - ° I � 65"00 �j ���
• ♦ ♦. ♦♦ ♦ j 1 :- .,,� N t ) III i ��� _._._.�...
•/
��
50' PERMANENT ♦ ♦♦♦ y I t r00 ii I �� �,r' 40 EASEMENT ♦�♦ Q �:� / iG �p r, 1 1 / / /�
two* i oo ♦ . _� 1 1 i TEMPORARY 1 /
• 1 y `. ♦ice;' ��,,•f�I V 11 11 11 WORKSPACE
Tracts ♦♦*0 ° / ! �♦ r• 1 1 } j / / I 1 // �
1 t
I
Leta B. Climer Living Trust Agreement �� 3� •r• °
D.B. 6424, Pg. 2286
PIN# 7920352300 . ♦ 5 r♦ • r
r • r,r / ( ( } 1\ 1\ 1 1 m
16.
/
/
I /
Jj ! I
TEMPORARY �• 1 _r\ ♦♦ i� I r.r'
WORKSPACE I. �, rj
I � � = _ V�ENVF WORK
� SSPACE
p TEMPORARY
/ t 11 \ \\ 1 � I I 1 // �'- • ° - - - \
NO TREE CLEARING IN BUFFER I } WETLAND
r /
890
870
860
850
840
830
4' AA& -
�R
820
810
00
O n
M c0
co
nL
1
J
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10'
4'
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DESCRIPTION
'KN"
N-W
O
Q
W
�
M
CO
SO
f0
It
M
I�
Q7
N
1,475'
6" .280 W r X -52 CFB DRL PIPE
N
M N
N
V N
01
1�
O
Z W
Z'
O
O
m
O
0ND CO
CO
co
CD cD
co
00 O
O
co co
00 CO
W CO
W O
O
c0
0 m
OD m
W c0
co
I
O
O
M
M
W
Z
TRACT5
HD
W
Z
J
LETA B. CLIMER
JACK B. & MARY
J
=
=
LIVING TRUST AGREEMENT
P. JOHNSON
V
O
U
D.B. 6242, PG. 2286
D.B. 3629, PG. 1080
F-
PIN# 7920352300
PIN# 7920542514
Q
\5 „`¢ 00
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Aft
/n
PLAN
ALIGNMENT PLAN
SCALE: 1" = 50'
GRAPHIC SCALE (IN
0 25
1 inch =.50 R
W
LL
O
Of
a
••1
::i
N
S lri
� A h
O
0 t CD
Q
co
tt 1 O
O 2 }
IR(0)AXEL \ O ... ° ®� _. .� ! - �.... -. -/ , W
? RICHARD D.MILLARD \ \ -' -' 1. Z
&SUSAN C. MILLARD _
U D.B. 4253, Pg. 1816
I t t d 50' PERMANENT
\ Tract 4 1 I I t EASEMENT t _ _ _ -�
e \ Jack B. 8 Ma P. Johnson I I ( I _ - -880- I - - -885 - ` ' +'
Mary { ( / / — — ' a 63 +00 ' 64 +00 .. aw �■
STREAM BUFFER DETAILS D.B.3629,P 1080 I �••�•!_________ ______+r�__-_G /
49 (SEE 3011 -018, DETAIL 11) N PIN# 7920542514 PROPOSED 6" 1 1, t 61 +00 62 +00
ti 60 +00 —
00 \ � STEEL GAS. LINE •MI�M ..,_�� -��� �..�����..�����_� 69 +00 ����I����I..�� e•— d---- ,�"-- G---_ s, —G
58 +00 —6--G /
/ \ 1 I g 56 +00 511 +00 6• —G-�- - -6 Gam—
6'c _ STREAM SC \\ _ l i '�---- +6- -G - - -I i
6 00
650 *0 _ _ c CROSSING, I I ��
�c
0 `... - ° I � 65"00 �j ���
• ♦ ♦. ♦♦ ♦ j 1 :- .,,� N t ) III i ��� _._._.�...
•/
��
50' PERMANENT ♦ ♦♦♦ y I t r00 ii I �� �,r' 40 EASEMENT ♦�♦ Q �:� / iG �p r, 1 1 / / /�
two* i oo ♦ . _� 1 1 i TEMPORARY 1 /
• 1 y `. ♦ice;' ��,,•f�I V 11 11 11 WORKSPACE
Tracts ♦♦*0 ° / ! �♦ r• 1 1 } j / / I 1 // �
1 t
I
Leta B. Climer Living Trust Agreement �� 3� •r• °
D.B. 6424, Pg. 2286
PIN# 7920352300 . ♦ 5 r♦ • r
r • r,r / ( ( } 1\ 1\ 1 1 m
16.
/
/
I /
Jj ! I
TEMPORARY �• 1 _r\ ♦♦ i� I r.r'
WORKSPACE I. �, rj
I � � = _ V�ENVF WORK
� SSPACE
p TEMPORARY
/ t 11 \ \\ 1 � I I 1 // �'- • ° - - - \
NO TREE CLEARING IN BUFFER I } WETLAND
r /
890
870
860
850
840
830
4' AA& -
�R
820
810
00
O n
M c0
co
nL
1
J
i
10'
4'
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DESCRIPTION
O
�
O
01
N
�
M
CO
SO
f0
It
M
I�
Q7
N
1,475'
6" .280 W r X -52 CFB DRL PIPE
N
M N
N
V N
01
6.280 WTX- 52CFB/PCDRLPIPE
O
0
r
O
pp�
m
CO
0ND CO
CO
co
CD cD
co
00 O
co
co co
00 CO
W CO
W O
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1
e 1
R'1 +7!i
. REVISION
®
p���
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�"01'� �� �19•
■
Piedmont
Natural Gas
nnEPna®ar:
`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. 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
1 11 0
��� CARO '�
\ �/
°°°°°°° ° °°
��° ° °°° 0S /0,0
_ v� o -
i o -
= °s -
°0 2 0 °0
i� o °Fj� �Qo °� C9 �
i Cl ° o° o
i y °OOppppO °°
'��,qFL q i �I�
scaiE:
AS SHOWN
DESIGNED BY:
LCW
STOKESDALE 6" PRESSURE IMPROVEMENT PROJECT
STOKESDALE ,GUILFORDCOUNTY,NORTHCAROLINA
ALIGNMENT PLAN
STA. 49 +00 TO STA. 63 +75 ALIGNMENT
REV
DATE
DESCRIPTION
Issu 04% 5/2015
DI�wN BLCW
ELI PROJECT NO:
14 -21 -3011
CHECKED BY:
LCW
MATERIAL
CONSO CONSOLIDATED SUMMARY
003 FOR CONSOLII�DKTEOD BILOITOF MATERIALS
MK NO
QTY
DESCRIPTION
DESCRIPTION
CLIENT:
PIEDMONT NATURAL GAS
ISSUED FOR CONSTRUCTION
1
0
6" ANSI 600 SPHERICAL TEE
6
0
2' THREAD O RING
2
1,475'
6" .280 W r X -52 CFB DRL PIPE
7
0
6" ROADWAY VALVE BOX
3
0
6.280 WTX- 52CFB/PCDRLPIPE
8
0
6 .280 WTY- 52BWSEGSR45 °ELL
CLIENT PROJECT NO: 0230491
- - -- 3011 -008
REVISION: DRAWING NO:
4
0
6" 280 WT Y -52 BW SEG SR 90• ELL
9
0
6- STD WT CLASS 600 W X W INSULATED JOINT
5
0
6" CL 600 WXW BALL VALVE
10
0
ABOVE GROUND CATHODIC TEST STATION

a
M
N
O
a
a
0
Cr
W
O
a
w
J
LL
IL
IL
PLAN
ALIGNMENT PLAN
SCALE: I"= 50'
GRAPHIC SCALE (IN FEET)
W 0 25 50 100
i
1 inch = 50 ft.
GEO CORE B -2
GROUND ELEV: 879
TERM. ELEV: 852
TOPSOI
4 -7 -12
- N =19
6-6 -7
LEAN N =13
CLAY 1_2_5
N =7
17 -50/4
N =50/4
RQD =14
REC =38
GRANITE
RQD =72
REC =82
BIOTITE RQD =14
SCHIST REC =32
GRANITE RQD =24
REC =54
DETAIL (—B2
GEO CORE B -2
SCALE: I"= 5
O
,
®
y�/,,..,,..,,-�.� yy, Q
AIwlwwhatisbelow.
Call before y l digs.
to
n61..
ENERGY LAND E 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
1
I
I
I
I I
TRACT3
ROW
+
}
pRAWNBY;
LCW
JACK Y
BRUCE
F K
=
P. JOHNSON
J.. CHRISTOPHER
ROAD
RO ERT L. CASEY
1 FOR BOM
0
D.B. 3629, PG. 1080
D.B. 4758, PG. 001
MK NO
�^�
Q
PIN# 7920542514
PIN# 7920549849
DESCRIPTIO
CLIENT:
PIEDMONT NATURAL GAS
�te�jC
1
J
6
2
Y THREAD 0 RING
o o,°p
"'di
^m?rn�
°.,°y.� �M
ono
�t�n�
i
U)l IN
rn�na n°a�
W
�.
II
11 O N
11 ON 11 �N
11 O N
11 ON
II $N
II ��
II O 11 ON
p
W
10
pN
-��
-i
M_ Mir-
-i
-air
-M�
-M�
li °�raM_
�. II
0:11
d II „ a. II II
d II „
[L 11 „
a II „
a n „
II 11 �I II
to
It
Z W
I,
Z W
Z w Z w
Z w
Z111
Z W
Z W
Z W Z W
Cr
W
O
a
w
J
LL
IL
IL
PLAN
ALIGNMENT PLAN
SCALE: I"= 50'
GRAPHIC SCALE (IN FEET)
W 0 25 50 100
i
1 inch = 50 ft.
GEO CORE B -2
GROUND ELEV: 879
TERM. ELEV: 852
TOPSOI
4 -7 -12
- N =19
6-6 -7
LEAN N =13
CLAY 1_2_5
N =7
17 -50/4
N =50/4
RQD =14
REC =38
GRANITE
RQD =72
REC =82
BIOTITE RQD =14
SCHIST REC =32
GRANITE RQD =24
REC =54
DETAIL (—B2
GEO CORE B -2
SCALE: I"= 5
O
,
®
y�/,,..,,..,,-�.� yy, Q
AIwlwwhatisbelow.
Call before y l digs.
Piedmont
^
: -,.. ., NLrl' to' Gas
-
n61..
ENERGY LAND E 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 li�,��
CAR
\ �H OB %
O� ° °
°oF SS /0 °09
_ o o =
_ _.
= O g _
o o
°a�/'/ °°
° ° °° �
,'�i° °� ° ° ° °° °`q
'�,.' ��� \CLIENT
N
M
DESIGNED BY:
LCW
STOKESDALE 6" PRESSURE IMPROVEMENT PROJECT
STOKESDALE, GUILFORD COUNTY, NORTH CAROLINA
ALIGNMENT PLAN
STA. 63 +75 TO STA. 77 +20 ALIGNMENT
REV
DATE
Z
TRACT4
TRACT3
ROW
TRACTI
SEE DETAIL
pRAWNBY;
LCW
JACK Y
BRUCE
F K
=
P. JOHNSON
J.. CHRISTOPHER
ROAD
RO ERT L. CASEY
1 FOR BOM
0
D.B. 3629, PG. 1080
D.B. 4758, PG. 001
MK NO
D.B. 4644, PG. 1722
Q
PIN# 7920542514
PIN# 7920549849
DESCRIPTIO
CLIENT:
PIEDMONT NATURAL GAS
ISSUED FOR CONSTRUCTION
1
ANSI 600 SPHERICAL TEE
6
O
Q
',�
100 too Ck
00 �' 6 1p ,0 O
•' �Q %
�0 PROPOSED 6" X00 �o X40 % �X °o �% ,
<� STEEL GAS LINE �!oo a �� •�.i', ,
50" PERMANENT ��
ooCF> EASEMENT mss, ��� �,�'� - ��- s �♦
_/''� 41 _
k go , �•�•�• TEMPORARY J � \�
.00 WORKSPACE
WORKSPACE
xo 00 •� i'
003
CATHODIC
TEST
STATION
00
W" 00 00 . / r♦ 41
♦�
40 00
*0 00 0`3 09
40 00 ♦ 1 0 ' s°
♦��♦ loo i°
00 40
to 00
,i
I /d to '
_00 °
p
Z
0
C7
X40 I'�•
CONVIENTIONAL
� � � • Jack B. &Mary
® i° P. Johnson 4 •BORE BEGIN
.0 D.B. 3629, Pg. 1080 8so -_ ' STA 70 +07
rr(
r
O
Tract 2
Richard D. & Joy H. Odom
D.B. 6567, PG 2637
D.B. 115, Pg. 98
PIN# 7920651238
fit♦ ♦'♦ TEMPORARY
��, • ♦•♦ •� WORKSPACE
♦
,41 4% 50' PERMANEN� ° ♦.
f 411s �� ao EASEMENT li
411,� �4'. ♦.
M ONE
Tract 1
Gracie J. & Robert L. Casey
D.B. 4644, PG 1722
PIN# 7920657238
\ I
PROPOSED 6" I
STEEL GAS LINE m P
TP ♦ .. EXISTING r
BORE END `' 4%# 74+00 6—c�_ �•
� � � REGULATOR < I
STA. 70 +89 �,\ ' - s G 75 +00 STATION lI l\
�— 41
GEOTECW­ -
BORING B -2 f
1 1O
CD Xi
' PN 7920542514
I
.o _EMPORARY
s w
WORKSPACE Bruce L. & Elaine J. Christopher Q ` ®•..v�� sp.o�
D.B. 4758, PG 001 i, /
•v—� w?
D.B. 129, Pg. 101 _ CATHODICk
PIN# 7920549849 °"'°a TEST 1 A,x I
O O STAT1014,1 1
"NOTE:
CONTACT TRANSCO REP. WAYNE ELZEY BEFORE STARTING ANY WORK 003
OFFICE - 336- 951 -2251
CELL - 336- 613 -2921
"'PROPOSED TIE -IN
UJU
,
®
y�/,,..,,..,,-�.� yy, Q
AIwlwwhatisbelow.
Call before y l digs.
Piedmont
^
: -,.. ., NLrl' to' Gas
-
n61..
ENERGY LAND E 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 li�,��
CAR
\ �H OB %
O� ° °
°oF SS /0 °09
_ o o =
_ _.
= O g _
o o
°a�/'/ °°
° ° °° �
,'�i° °� ° ° ° °° °`q
'�,.' ��� \CLIENT
N
SCALE:
AS SHOWN
DESIGNED BY:
LCW
STOKESDALE 6" PRESSURE IMPROVEMENT PROJECT
STOKESDALE, GUILFORD COUNTY, NORTH CAROLINA
ALIGNMENT PLAN
STA. 63 +75 TO STA. 77 +20 ALIGNMENT
REV
DATE
DESCRIPTION
Issu
ISSUE
04/15/2015
pRAWNBY;
LCW
ELI PROJECT NO:
14 -21 -3011
CHECKED BY:
LCW
MATERIAL SUMMARY
SEE SHEET 003 FOR CONSOLIDATED BILL OF MATERIALS
MK NO
DESCRIPTION
MK NO
QTY
DESCRIPTIO
CLIENT:
PIEDMONT NATURAL GAS
ISSUED FOR CONSTRUCTION
1
ANSI 600 SPHERICAL TEE
6
2
Y THREAD 0 RING
2
I
WT X -52 CFB DRL PIPE
7
1
6" ROADWAY VALVE BOX
41,26W46'.280
6.
PROJECT NO: 0230491
30 - ®09
REVISION: DRAWING NO:
4
.280 WT Y-52 BW BEG 5R 90° ELL
9
1
6' STD WT CLASS 600 W XX NSULATED JOINT
5
CL 600 WXW BALL VALVE
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ENERGY LAND E 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 li�,��
CAR
\ �H OB %
O� ° °
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'�,.' ��� \CLIENT
N
SCALE:
AS SHOWN
DESIGNED BY:
LCW
STOKESDALE 6" PRESSURE IMPROVEMENT PROJECT
STOKESDALE, GUILFORD COUNTY, NORTH CAROLINA
ALIGNMENT PLAN
STA. 63 +75 TO STA. 77 +20 ALIGNMENT
REV
DATE
DESCRIPTION
Issu
ISSUE
04/15/2015
pRAWNBY;
LCW
ELI PROJECT NO:
14 -21 -3011
CHECKED BY:
LCW
MATERIAL SUMMARY
SEE SHEET 003 FOR CONSOLIDATED BILL OF MATERIALS
MK NO
DESCRIPTION
MK NO
QTY
DESCRIPTIO
CLIENT:
PIEDMONT NATURAL GAS
ISSUED FOR CONSTRUCTION
1
ANSI 600 SPHERICAL TEE
6
2
Y THREAD 0 RING
2
WT X -52 CFB DRL PIPE
7
1
6" ROADWAY VALVE BOX
41,26W46'.280
6.
PROJECT NO: 0230491
30 - ®09
REVISION: DRAWING NO:
4
.280 WT Y-52 BW BEG 5R 90° ELL
9
1
6' STD WT CLASS 600 W XX NSULATED JOINT
5
CL 600 WXW BALL VALVE
10
3
ABOVE GROUND CATHODIC TEST STATION

a
N
tz
a
N
�
EROSION CONTROL PLAN
SCALE: 1" = 50'
GRAPHIC SCALE (IN FEET)
m 0 2s 50 im
1 inch = 50 ft
9ti�J HIGHWAY 158
CPA
i
1
1
1
1
CE
r 11
ry°
a
TEMPORARY
EASEMENT
Q
O
0
Q
H
O
In
0
1 — TEMPORARY
CONSTRUCTION
1 ENTf2ANCE
I
I TEMPORARY LAYDOWN YARD
I
1 �
1 I
m
91
�\
LIMITS OF DISTURBANCE
(TYP.)
c+" I r
C
i
i
o
I �
• SF T- COMPOST SOCK
,- IN WETLAND AREAS
I i
I / -- TEMPORARY
1 EASEMENT
� I
1 � 1
11 50' PERMANENT
EASEMENT (TYP.)
�ol -
BEGIN COMPOST SOCK 6 +00 Lo
7 +00
a�
UNNAMED TRIBUTARY TO HAW 1
HEAD OF STREAM W/ 30 ZONE 1 BUFFER
50' BUFFER RADIUS
NO CLEARING IN BUFFER
PROPOSED 6"
LU
Q
U
Ix
50
i
1 i
I�
1
i
/ STEEL GASLINE (TYP.) \ `
8 +00 9 +00 7px
6 " —G 8 "—j6 pp
CS
NO EXCAVATION
WITHIN 5' OF EXISTING
SEPTIC FIELD
EXISTING SEPTIC FIELD
(DO NOT DISTURB)
00
x
Co
0
O
R
Z�
ry
�U
`380-\
\ \ 1970
12+00
CS
0
Ile
END COMPOST SOCK
START SILT FENCE
PROJECT DESCRIPTION
THE PROPOSED PROJECT WILL INSTALL A NEW 6" GAS LINE FROM HWY 158 TO FLATROCK ROAD
FOR PIEDMONT NATURAL GAS. THE DISTURBED AREA IS APPROXIMATELY 11.46 ACRES.
EXISTING SITE CONDITIONS
THE SITE IS COMPRISED OF MOSTLY GRASSED OVERLAND AREAS; EXISTING UTILITY
EASEMENTS; AND EXISTING ROAD R.O.W. THIS PROJECT IS LOCATED IN THE CAPE FEAR RIVER
BASIN. THE PREDOMINANT SOILS INSIDE THE BOUNDARY OF THE PROJECT ARE CLIFFORD
SANDY LOAM, 2 TO 6 PERCENT SLOPES (CkB), POPLAR FOREST SANDY LOAM, 6 TO 10 PERCENT
SLOPES (PoC), CLIFFORD SANDY CLAY LOAM, 2 TO 6 PERCENT SLOPES (CIB2) AND POPLAR
FOREST SANDY LOAM, 10 TO 15 PRECENT SLOPES (PoD).
SCHEDULE
CONSTRUCTION OF THE PIPELINE IS SCHEDULED TO BEGIN MAY 2015 AND BE COMPLETE BY
NOVEMBER 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
• CHECK DAMS
• COMPOSTSOCK
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. THIS PROJECT WILL NOT ADD IMPERVIOUS AREA, NOR WILL IT SIGNIFICANTLY
ALTER THE EXISTING RUNOFF PATTERNS. PROPOSED STREAM CROSSINGS ARE UNNAMED
TRIBUTARIES TO THE HAW RIVER.
CONSTRUCTION SEQUENCE
1. OBTAIN PLAN APPROVAL AND PERMITS.
1. HOLD PRE - CONSTRUCTION CONFERENCE.
2. FLAG CONSTRUCTION LIMITS.
3. INSTALL EROSION CONTROL MEASURES.
4. BEGIN CLEARING.
5. REPLACE OR INSTALL REMAINING EROSION CONTROL MEASURES.
6. BEGIN INSTALLING PIPE.
7. 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.
8. ALL DISTURBED AREA SHALL BE STABILIZED WITH SEED AND STRAW, HYDROSEEDING, OR
SOD.
9. REMOVE EROSION AND SEDIMENT CONTROLS FOLLOWING FINAL INSPECTION AND
SIGNOFF FROM LOCAL STORMWATER OR ENGINEERING REPRESENTATIVE.
10. PROVIDE PERMANENT VEGETATION.
EROSION CONTROL DEVICE NOTES
I. 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. 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. 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.
PREPARenew
�
ENERGY LAND Fs 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 CAROL 1 N A
\��� I i i i i r rr,r
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0 0°
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%1 I I I \ r
SCALE: DESIGNED BY:
AS SHOWN LCW /JAM
ISSUE DATE: DRAWN BY:
04/30/2015 LCW /JAM
ELI PROJECT NO: CHECKED BY:
14 -21 -3011 LCW
CLIENT:
PIEDMONT NATURAL GAS
CLIENT PROJECT NO:
0230491
STOKESDALE 6" PRESSURE IMPROVEMENT PROJECT
STOKESDALE, GUILFORD COUNTY, NORTH CAROLINA
EROSION PROTECTION &SEDIMENT CONTROL PLAN
STA. 0 +00 TO STA. 11 +00 EPSC
ISSUED FOR CONSTRUCTION
REVISION: °° DRAWING NO: 3011-010
REVISION
i ®
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REV
DATE
DESCRIPTION
MATERIAL SUMMARY
MK NO
QTY
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PROJECT DESCRIPTION
THE PROPOSED PROJECT WILL INSTALL A NEW 6" GAS LINE FROM HWY 158 TO FLATROCK ROAD
FOR PIEDMONT NATURAL GAS. THE DISTURBED AREA IS APPROXIMATELY 11.46 ACRES.
EXISTING SITE CONDITIONS
THE SITE IS COMPRISED OF MOSTLY GRASSED OVERLAND AREAS; EXISTING UTILITY
' EASEMENTS; AND EXISTING ROAD R.O.W. THIS PROJECT IS LOCATED iN THE CAPE FEAR RIVER
BASIN. THE PREDOMINANT SOILS INSIDE THE BOUNDARY OF THE PROJECT ARE CLIFFORD
SANDY LOAM, 2 TO 6 PERCENT SLOPES (CkB), POPLAR FOREST SANDY LOAM, 6 TO 10 PERCENT
SLOPES (POC), CLIFFORD SANDY CLAY LOAM, 2 TO 6 PERCENT SLOPES (CIB2) AND POPLAR
FOREST SANDY LOAM, 10 TO 15 PRECENT SLOPES (PoD).
SCHEDULE
CONSTRUCTION OF THE PIPELINE IS SCHEDULED TO BEGIN MAY 2015 AND BE COMPLETE BY
NOVEMBER 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
• CHECK DAMS
• COMPOSTSOCK
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. THIS PROJECT WILL NOT ADD IMPERVIOUS AREA, NOR WILL IT SIGNIFICANTLY
ALTER THE EXISTING RUNOFF PATTERNS. PROPOSED STREAM CROSSINGS ARE UNNAMED
TRIBUTARIES TO THE HAW RIVER.
CONSTRUCTION SEQUENCE
1. OBTAIN PLAN APPROVAL AND PERMITS.
1. HOLD PRE - CONSTRUCTION CONFERENCE.
2. FLAG CONSTRUCTION LIMITS.
3. INSTALL EROSION CONTROL MEASURES.
4. BEGIN CLEARING.
5. REPLACE OR INSTALL REMAINING EROSION CONTROL MEASURES.
6. BEGIN INSTALLING PIPE.
7. 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.
8. ALL DISTURBED AREA SHALL BE STABILIZED WITH SEED AND STRAW, HYDROSEEDING, OR
SOD.
9. REMOVE EROSION AND SEDIMENT CONTROLS FOLLOWING FINAL INSPECTION AND
SIGNOFF FROM LOCAL STORMWATER OR ENGINEERING REPRESENTATIVE.
10. 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.
23 *00 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, 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. 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
TORMWATER DISCHARGE PERMIT FO R CONSTRUCTION ACTIVITIES AND THE NORTH
S
CAROLINA EROSION AND SEDIMENT CONTROL PLANNING AND DESIGN MANUAL.
REVISION
Know what's below.
"
Call b e f o r e y o u di
Piedmont
Natural Gas
PRWARW III
�
ENERGY LAND & INFRASTRUCTURE
1015 PASSPORT WAY CARY, NORTH CAROLINA 27513
919- 2344974 • WWW.ELI- LLC.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
������ CARO B � % �
�� ° °°°��
°� o
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= 2 82 0 _
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° ° ��
/ /L/ /- ..0 .. ° ° ° °° ,
i �O�c`
ii I I 111 y -�
SCALE:
AS SHOWN
ISSUE DATE:
04/30/2015
DESIGNED
LCW W /JAM
DRAWN BY:
LCW /JAM
STOKESDALE 6" PRESSURE IMPROVEMENT PROJECT
STOKESDALE, GUILFORD COUNTY, NORTH CAROLINA
EROSION PROTECTION & SEDIMENT CONTROL PLAN
STA. 11 +00 TO STA. 22 +00 EPSC
ISSUED FOR CONSTRUCTION
IF
REVISION: -° DRAWING NO: 3011-011
REV
DATE
DESCRIPTION
r
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DESCRIPTION
MK NO
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DESCRIPTION
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PROJECT DESCRIPTION
THE PROPOSED PROJECT WILL INSTALL A NEW 6" GAS LINE FROM HWY 158 TO FLATROCK ROAD
FOR PIEDMONT NATURAL GAS. THE DISTURBED AREA IS APPROXIMATELY 11.46 ACRES.
EXISTING SITE CONDITIONS
THE SITE IS COMPRISED OF MOSTLY GRASSED OVERLAND AREAS; EXISTING UTILITY
' EASEMENTS; AND EXISTING ROAD R.O.W. THIS PROJECT IS LOCATED iN THE CAPE FEAR RIVER
BASIN. THE PREDOMINANT SOILS INSIDE THE BOUNDARY OF THE PROJECT ARE CLIFFORD
SANDY LOAM, 2 TO 6 PERCENT SLOPES (CkB), POPLAR FOREST SANDY LOAM, 6 TO 10 PERCENT
SLOPES (POC), CLIFFORD SANDY CLAY LOAM, 2 TO 6 PERCENT SLOPES (CIB2) AND POPLAR
FOREST SANDY LOAM, 10 TO 15 PRECENT SLOPES (PoD).
SCHEDULE
CONSTRUCTION OF THE PIPELINE IS SCHEDULED TO BEGIN MAY 2015 AND BE COMPLETE BY
NOVEMBER 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
• CHECK DAMS
• COMPOSTSOCK
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. THIS PROJECT WILL NOT ADD IMPERVIOUS AREA, NOR WILL IT SIGNIFICANTLY
ALTER THE EXISTING RUNOFF PATTERNS. PROPOSED STREAM CROSSINGS ARE UNNAMED
TRIBUTARIES TO THE HAW RIVER.
CONSTRUCTION SEQUENCE
1. OBTAIN PLAN APPROVAL AND PERMITS.
1. HOLD PRE - CONSTRUCTION CONFERENCE.
2. FLAG CONSTRUCTION LIMITS.
3. INSTALL EROSION CONTROL MEASURES.
4. BEGIN CLEARING.
5. REPLACE OR INSTALL REMAINING EROSION CONTROL MEASURES.
6. BEGIN INSTALLING PIPE.
7. 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.
8. ALL DISTURBED AREA SHALL BE STABILIZED WITH SEED AND STRAW, HYDROSEEDING, OR
SOD.
9. REMOVE EROSION AND SEDIMENT CONTROLS FOLLOWING FINAL INSPECTION AND
SIGNOFF FROM LOCAL STORMWATER OR ENGINEERING REPRESENTATIVE.
10. 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.
23 *00 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, 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. 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
TORMWATER DISCHARGE PERMIT FO R CONSTRUCTION ACTIVITIES AND THE NORTH
S
CAROLINA EROSION AND SEDIMENT CONTROL PLANNING AND DESIGN MANUAL.
REVISION
Know what's below.
"
Call b e f o r e y o u di
Piedmont
Natural Gas
PRWARW III
�
ENERGY LAND & INFRASTRUCTURE
1015 PASSPORT WAY CARY, NORTH CAROLINA 27513
919- 2344974 • WWW.ELI- LLC.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
������ CARO B � % �
�� ° °°°��
°� o
_ -
= 2 82 0 _
°
o° F o
° ° ��
/ /L/ /- ..0 .. ° ° ° °° ,
i �O�c`
ii I I 111 y -�
SCALE:
AS SHOWN
ISSUE DATE:
04/30/2015
DESIGNED
LCW W /JAM
DRAWN BY:
LCW /JAM
STOKESDALE 6" PRESSURE IMPROVEMENT PROJECT
STOKESDALE, GUILFORD COUNTY, NORTH CAROLINA
EROSION PROTECTION & SEDIMENT CONTROL PLAN
STA. 11 +00 TO STA. 22 +00 EPSC
ISSUED FOR CONSTRUCTION
IF
REVISION: -° DRAWING NO: 3011-011
REV
DATE
DESCRIPTION
ELI PROJECT NO: CHECKED BY:
14-21 -3011 LCW
CLIENT:
PIEDMONT NATURAL GAS
CLIENT PROJECT NO:
0230491
MATERIAL SUMMARY
MK NO
QTY
DESCRIPTION
MK NO
QTY
DESCRIPTION

N
0
0
0
O
0
N
I
M
I
N
a
PLAN
EROSION CONTROL PLAN
SCALE: 1" = 50'
GRAPHIC SCALE (IN FEET)
w o n N 100
1 inch = 50 II.
PROJECT DESCRIPTION
THE PROPOSED PROJECT WILL INSTALL A NEW 6" GAS LINE FROM HWY 158 TO FLATROCK ROAD
FOR PIEDMONT NATURAL GAS. THE DISTURBED AREA IS APPROXIMATELY 11.46 ACRES.
EXISTING SITE CONDITIONS
THE SITE IS COMPRISED OF MOSTLY GRASSED OVERLAND AREAS; EXISTING UTILITY
EASEMENTS; AND EXISTING ROAD R.O.W. THIS PROJECT IS LOCATED IN THE CAPE FEAR RIVER
BASIN. THE PREDOMINANT SOILS INSIDE THE BOUNDARY OF THE PROJECT ARE CLIFFORD
SANDY LOAM, 2 TO 6 PERCENT SLOPES (CkB), POPLAR FOREST SANDY LOAM, 6 TO 10 PERCENT
SLOPES (PoC), CLIFFORD SANDY CLAY LOAM, 2 TO 6 PERCENT SLOPES (CIB2) AND POPLAR
FOREST SANDY LOAM, 10 TO 15 PRECENT SLOPES (PoD).
SCHEDULE
CONSTRUCTION OF THE PIPELINE IS SCHEDULED TO BEGIN MAY 2015 AND BE COMPLETE BY
NOVEMBER 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
• CHECK DAMS
• COMPOSTSOCK
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. THIS PROJECT WILL NOT ADD IMPERVIOUS AREA, NOR WILL IT SIGNIFICANTLY
ALTER THE EXISTING RUNOFF PATTERNS. PROPOSED STREAM CROSSINGS ARE UNNAMED
TRIBUTARIES TO THE HAW RIVER.
CONSTRUCTION SEQUENCE
1. OBTAIN PLAN APPROVAL AND PERMITS.
1. HOLD PRE - CONSTRUCTION CONFERENCE.
2. FLAG CONSTRUCTION LIMITS.
3. INSTALL EROSION CONTROL MEASURES.
4. BEGIN CLEARING.
5. REPLACE OR INSTALL REMAINING EROSION CONTROL MEASURES.
6. BEGIN INSTALLING PIPE.
7. 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.
8. ALL DISTURBED AREA SHALL BE STABILIZED WITH SEED AND STRAW, HYDROSEEDING, OR
SOD.
9. REMOVE EROSION AND SEDIMENT CONTROLS FOLLOWING FINAL INSPECTION AND
SIGNOFF FROM LOCAL STORMWATER OR ENGINEERING REPRESENTATIVE.
10. 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. 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. 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.
REV
REVISION
®
Kww whaft below
0111 before y o u dig■
Piedmont
�'�
if ENERGY LAND Fr 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 , NORTH CAROLINA
1//
\\ �NIICAROI ///
,\\��� ° ° °
°°FESS /0 °° 9 -
o °o
%
_ 0Q� 9� o _
° —
2 0 _
°° o
/7E� 1 J� i 1 i� /
SCALE: AS SHOWN
DESIGNED LCW / JAM
STOKESDALE 6" PRESSURE IMPROVEMENT PROJECT
STOKESDALE, GUILFORD COUNTY, NORTH CAROLINA
EROSION PROTECTION & SEDIMENT CONTROL PLAN
STA. 22 +00 TO STA. 33 +00 EPSC
ISSUE DATE:
04/30/2015
DRAWN BY:
LCW / JAM
ELI PROJECT NO:
14-21 -3011
CHECKED BY:
LCW
MATERIAL SUMMARY
MK NO
QTY
DESCRIPTION
MK NO
QTY
DESCRIPTION
CLIENT:
PIEDMONT NATURAL GAS
ISSUED FOR CONSTRUCTION
CLIENT PROJECT NO: 0230491
REVISION: °° DRAWING NO: 3011-012

N
a
1 r ;
r
r
I
r I /
Jr '
r �
r /r
1 r
PROJECT DESCRIPTION
THE PROPOSED PROJECT WILL INSTALL A NEW 6" GAS LINE FROM HWY 158 TO FLATROCK ROAD
FOR PIEDMONT NATURAL GAS. THE DISTURBED AREA IS APPROXIMATELY 11.46 ACRES.
EXISTING SITE CONDITIONS
THE SITE IS COMPRISED OF MOSTLY GRASSED OVERLAN - D EASEMENTS AND EXISTING ROAD R.O.W. THUS PROJECT IS LOCATED IN T E UTILITY
THE CAPE FEAR RIVER
BASIN. THE PREDOMINANT SOILS INSIDE THE BOUNDARY OF THE PROJECT ARE CLIFFORD
SANDY LOAM, 2 TO 6 PERCENT SLOPES (CkB), POPLAR FOREST SANDY LOAM, 6 TO 10 PERCENT
SLOPES (PoC), CLIFFORD SANDY CLAY LOAM, 2 TO 6 PERCENT SLOPES (CIB2) AND POPLAR
FOREST SANDY LOAM, 10 TO 15 PRECENT SLOPES (POD).
SCHEDULE
CONSTRUCTION OF THE PIPELINE IS SCHEDULED TO BEGIN MAY 2015 AND BE COMPLETE BY
NOVEMBER 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
• CHECK DAMS
• COMPOSTSOCK
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. THIS PROJECT WILL NOT ADD IMPERVIOUS AREA, NOR WILL IT SIGNIFICANTLY
ALTER THE EXISTING RUNOFF PATTERNS. PROPOSED STREAM CROSSINGS ARE UNNAMED
TRIBUTARIES TO THE HAW RIVER.
1 9 re !c 4 +p0 �t 50'PtKMANtrtir ' CONSTRUCTION SEQUENCE
- m o
/
EASEMENT (TYP.) /f U
o l,. 1. OBTAIN PLAN APPROVAL AND PERMITS.
// r - 41+ 1. HOLD RE- CONSTRUCTION CONFERENCE.
� 00 � - 2. FLAG CONSTRUCTION LIMITS.
c °"i �_ 3. INSTALL EROSION CONTROL MEASURES.
TEMPORARY - --895- / / / ' :: r ; ir: e 42 +� 4. BEGIN CLEARING.
I / °� 5. REPLACE OR INSTALL REMAINING EROSION CONTROL MEASURES.
- o \ WORKSPACE / -...:.
/ eyo a yc °pj ^� 6. BEGIN INSTALLING PIPE.
43+00 °A' 7. COMPLETED AREA SHOULD BE SEEDED WITHIN 7 DAYS AFTER PIPE HAS
\ o she •�, BEEN INSTALLED AND FINAL GRADING OR AS SOON AS PRACTICAL. ALL DISTURBED AREA
° NO CLEARING IN BUFFER �c c
�o �c / UNNAMED TRIBUTARY TO HAW 2 rn SF ��__a ma SHALL BE SEEDED WITHIN 14 DAYS AFTER WORK HAS CEASED.
s�
HEAD OE;STREAM W/ STREAM BUFFER DETAILS i 8 8. ALL DISTURBED AREA SHALL BE STABILIZED WITH SEED AND STRAW, HYDROSEEDING, OR
50' BUFF RADIUS (SEE 3011.018 DETAIL 11) s ; = -- �, SOD.
_' 9 SIG OFF FROM OLOCAL STO MWATER OR ENGINEERING REPRESENTATIVE.
EPRESENTAT VE. AND
�- - -895- - � -- � •''mac._ � 10. PROVIDE PERMANENT VEGETATION.
tKUSIUN UUN 1 KUL KLAN
SCALE: 1"= 50'
GRAPHIC SCALE (IN FEE
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. 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. 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.
,. _ f ry ^,la.: -� I •.gin, n, ,..; : n:< ,? " , -, _. _ _ _ -
_..
_,. ., .,. ,.. _. .. 1.,. ._..- ... _. _, ... > � - .vn ._ _._ a _:... .:. :. _., :.... a.,_ �,,} .r^-•. � YY' t•
:. 6 �. '-��ar n; .,. {•y .gam. ,r� k ora ua�, I {,r_, : I o. , „i , :f .;. ..:, " __ -; - ¢`, �; L:�',
:. .. m � ..a; �V'y : l'e k�"w.5,ze51 �� n", -[.., ;, I a I ., :. .. -.;�Lts, .•.P it : ": „ , i 1; ;.q. '_.- c _ .,4�f> _ _
T) -
100 -
i,
REVISION
f ®
KIIOIAI be •
Ca'l wu dig.
Piedmont
-y�' /���
Natural
PR�oer,
,ENERGY LAND & INFRASTRUCTURE
1015 PASSPORT WAY • CARY, NORTH CAROLINA 27513
919- 234 -1974 • WWW.ELI- LLC.COM • LICENSE # P -1289
1i
ENGINEERS • SURVEYORS INFRASTRUCTURE
N A S H V I L L E. TENNESSEE NORTH
� �'��
�� 1IC.A RQ� ii
SS % ° ° ° /y9
°Q 0�q °o
= q =
°
;/C ��N ", N� �� :
\\\
A.
I I I 2 �/
AS SHOWN
DESIGNED LCW / JAM
STOKESDALE 6" PRESSURE IMPROVEMENT PROJECT
STOKESDALE, GUILFORD COUNTY, NORTH CAROLIN
EROSION PROTECTION & SEDIMENT CONTROL PLAN
STA. 33 +00 TO STA. 44 +00 EPSC
REV
DATE
DESCRIPTION
ISSUE DATE:
DRAWN BY:
LC Y JAM
ELI PROJECT NO:
14-21-3Qi1
CHECKED
LCiW
MATERIAL SUMMARY
MK NO
QTY
DESCRIPTION
MK NO
QTY
DESCRIPTION
cLlErrr PIEDMONT NATURAL GAS
ISSUED FOR CONSTRUCTION
CLIENT
CLIENT PROJECT NO:
0230491
REVISION: °-- DRAWING NO: 3011-013

N
s
7
i
3
PROJECT DESCRIPTION
THE PROPOSED PROJECT WILL INSTALL A NEW 6" GAS LINE FROM HWY 158 TO FLATROCK ROAD
FOR PIEDMONT NATURAL GAS. THE DISTURBED AREA IS APPROXIMATELY 11.46 ACRES.
EXISTING SITE CONDITIONS
THE SITE IS COMPRISED OF MOSTLY GRASSED OVERLAND AREAS; EXISTING UTILITY
EASEMENTS; AND EXISTING ROAD R.O.W. THIS PROJECT IS LOCATED IN THE CAPE FEAR RIVER
BASIN. THE PREDOMINANT SOILS INSIDE THE BOUNDARY OF THE PROJECT ARE CLIFFORD
SANDY LOAM, 2 TO 6 PERCENT SLOPES (CkB), POPLAR FOREST SANDY LOAM, 6 TO 10 PERCENT
SLOPES (PoC), CLIFFORD SANDY CLAY LOAM, 2 TO 6 PERCENT SLOPES (CIB2) AND POPLAR
FOREST SANDY LOAM, 10 TO 15 PRECENT SLOPES (POD).
SCHEDULE
CONSTRUCTION OF THE PIPELINE IS SCHEDULED TO BEGIN MAY 2015 AND BE COMPLETE BY
NOVEMBER 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
• CHECK DAMS
• COMPOST SOCK
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. THIS PROJECT WILL NOT ADD IMPERVIOUS AREA, NOR WILL IT SIGNIFICANTLY
ALTER THE EXISTING RUNOFF PATTERNS. PROPOSED STREAM CROSSINGS ARE UNNAMED
TRIBUTARIES TO THE HAW RIVER.
CONSTRUCTION SEQUENCE
1. OBTAIN PLAN APPROVAL AND PERMITS.
1. HOLD PRE - CONSTRUCTION CONFERENCE.
2. FLAG CONSTRUCTION LIMITS.
3. INSTALL EROSION CONTROL MEASURES.
! 4. BEGIN CLEARING.
5. REPLACE OR INSTALL REMAINING EROSION CONTROL MEASURES.
6. BEGIN INSTALLING PIPE.
43 +0)D °m _ e2 \ \ � � `` f 1- � " 7. COMPLETED AREA SHOULD BE SEEDED WITHIN 7 DAYS AFTER PIPE HAS
�,F°w_ - -- -- -- -sue------- - - - - -- -i- - -- -
�._ �, � j � �� - �s � o BEEN INSTALLED AND FINAL GRADING OR AS SOON AS PRACTICAL. ALL DISTURBED AREA
I SHALL BE SEEDED WITHIN 14 DAYS AFTER WORK HAS CEASED.
c 00 �D' Sao ' \ o \ \ ° ! 8. ALL DISTURBED AREA SHALL BE STABILIZED WITH SEED AND STRAW, HYDROSEEDING, OR
SOD.
9. REMOVE EROSION AND SEDIMENT CONTROLS FOLLOWING FINAL INSPECTION AND
SIGNOFF FROM LOCAL STORMWATER OR ENGINEERING REPRESENTATIVE.
% PROVIDE PERMANENT VEGETATION.
gp�e ¢6 +00 Gb' a,7 50' PERMANENT \ I I I I EROSION CONTROL DEVICE NOTES
EASEMENT (TYPJ LIMITS OF DISTURBANCE \ I I \
A,) SF c 4 7 ( ) TYP. \ I \ 1. ALL STREAM AND /OR WETLAND CROSSING LOCATIONS NOTED ON THE PLANS ARE
1F. "/-- _ I 56+ 0 APPROXIMATE.
{ 2. SEDIMENT TRAPS SHALL BE LOCATED A MINIMUM OF 20 FEET OUTSIDE STREAMS AND
�c 7 ` PROPOSED 6" I WETLANDS.
48 +Op STEEL GASLINE (TYP.) { i ! 3. SILT FENCE SHALL BE INSTALLED DOWN - GRADIENT OF THE CONSTRUCTION AREA AS
AN
WETLAND WEF (PIPELINE I a NOTED ON THE PLANS AND AS SHOWN IN THE DETAILS.
`��`• oo; oo> STREAM SC (PIPELINE AND AND EQUIPMENT CROSSING *� _ - 4. ANY FAILURE OF ANY EROSION CONTROL DEVICE TO FUNCTION AS INTENDED FOR ANY
�c 4g+00 bb, EQUIPMENT CROSSING) '" \ ) i - -
`�ss -�� REASON SHALL BE REPORTED TO THE ENGINEER IMMEDIATELY.
/ 5. ADDITIONAL EROSION CONTROL DEVICES SHALL BE INSTALLED IMMEDIATELY AFTER
e �. a TEMPORARY
_ WORK E g/ m
SO +pO SPACE
GROUND DISTURBANCE OCCURS. THE LOCATION OF SOME OF THE EROSION CONTROL
i DEVICES MAY HAVE TO BE ALTERED FROM THAT SHOWN ON THE PLANS IF DRAINAGE
_{ o i PATTERNS DURING CONSTRUCTION ARE DIFFERENT FROM THE FINAL PROPOSED
s- 5 1_ i / { �''� 1 1 DRAINAGE PATTERNS. IT IS THE CONTRACTORS RESPONSIBILITY TO ACCOMPLISH
•a, . I EROSION CONTROL FOR ALL DRAINAGE PATTERNS CREATED AT VARIOUS STAGES DURING
.....
M \ CONSTRUCTION.
6. HYDROSEEDING OR CURLER (OR APPROVED EQUAL) IS REQUIRED FOR FINAL
/ SF /c w o STABILIZATION ON STEEP SLOPES.
GRAPHIC SCALE (IN FEET)
60 0 u w +m
1 inch = 50 fL
/
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
PREPnaco M.
if 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 C A R O L I N A
EROSION AND SEDIMENT CONTROL DEVICES.
2.
ALL UNDERGROUND UTILITIES SHOULD BE LOCATED AND MARKED IN THE FIELD PRIOR TO
STOKESDALE 6" PRESSURE IMPROVEMENT PROJECT
STOKESDALE, GUILFORD COUNTY, NORTH CAROLINA
EROSION PROTECTION & SEDIMENT CONTROL PLAN
STA. 44 +00 TO STA. 54 +00 EPSC
COMMENCING CONSTRUCTION.
1 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
60 /
TRENCHES ON STEEP SLOPES AS SOON AS POSSIBLE.
5.
CONTRACTOR SHALL REGULARLY SWEEP SITE TO AVOID TRANSPORTING SILT OR
�!
4
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
DESCRIPTION
INSTALLATION AND FINAL GRADING UNTIL THE AREA IS STABILIZED.
8.
ADDITIONAL MEASURES MAY BE NECESSARY TO PROTECT AREA STREAM AND /OR
CLIENT:
PIEDMONT NATURAL GAS
WETLANDS IF PRESENT.
i 9.
THESE PLANS ARE FOR EROSION AND SEDIMENT CONTROL PURPOSES ONLY AND DO NOT
c3`
APPLY TO CONSTRUCTION PURPOSES.
10.
CONTRACTOR SHALL MAINTAIN A MINIMUM VERTICAL CLEARANCE OF 24" BETWEEN THE
\x
�O
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
®
�y n� .�-�yy �p,�■.°
N'w,�
" bef01� Ill d�9.
Piedmont
Natural Gas
PREPnaco M.
if 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 C A R O L I N A
1 1 1 I I I I
�N CA /?o %
�S S ° °• ° ° ° ° ° ° ° °° °°�9
°
_ Q� 9� o _
-
_ $ =
o I
° ° °
° °F�� ° °° C� :
° ° ° °°° N ° °
iC
! �fL q. (\�w�s
SCALE:
AS SHOWN
DESIGNED BY:
LCW / JAM
STOKESDALE 6" PRESSURE IMPROVEMENT PROJECT
STOKESDALE, GUILFORD COUNTY, NORTH CAROLINA
EROSION PROTECTION & SEDIMENT CONTROL PLAN
STA. 44 +00 TO STA. 54 +00 EPSC
REV
DATE
DESDESCRIPTION
ISSUE DATE:
04/30/2015
DRAWN BY:
LCW / JAM
ELI PROJECT NO:
1421 -3011
CHECKED BY:
LCW
MATERIAL SUMMARY
MK NO
QTY
DESCRIPTION
MK NO
QTY
DESCRIPTIONr
CLIENT:
PIEDMONT NATURAL GAS
ISSUED FOR CONSTRUCTION
CLIENT PROJECT NO: 0230491
° -- 3011 -014
REVISION: DRAWING NO:

A
N
3
� I
I
1 l
h
I
i I
1
w_
m �s
EROSION CONTROL PLAN
SCALE: 1" = 50'
GRAPHIC SCALE (IN FEET)
50 0 25 50 100
1 inch = 50 ft.
66 +00
i
X8,0
i \ I
PROJECT DESCRIPTION
THE PROPOSED PROJECT WILL INSTALL A NEW 6" GAS LINE FROM HWY 158 TO FLATROCK ROAD
FOR PIEDMONT NATURAL GAS. THE DISTURBED AREA IS APPROXIMATELY 11.46 ACRES.
EXISTING SITE CONDITIONS
THE SITE IS COMPRISED OF MOSTLY GRASSED OVERLAND AREAS; EXISTING UTILITY
EASEMENTS; AND EXISTING ROAD R.O.W. THIS PROJECT IS LOCATED IN THE CAPE FEAR RIVER
BASIN. THE PREDOMINANT SOILS INSIDE THE BOUNDARY OF THE PROJECT ARE CLIFFORD
SANDY LOAM, 2 TO 6 PERCENT SLOPES (CkB), POPLAR FOREST SANDY LOAM, 6 TO 10 PERCENT
SLOPES (PoC), CLIFFORD SANDY CLAY LOAM, 2 TO 6 PERCENT SLOPES (CIB2) AND POPLAR
FOREST SANDY LOAM, 10 TO 15 PRECENT SLOPES (POD).
SCHEDULE
CONSTRUCTION OF THE PIPELINE IS SCHEDULED TO BEGIN MAY 2015 AND BE COMPLETE BY
NOVEMBER 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
• CHECK DAMS
• COMPOST SOCK
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. THIS PROJECT WILL NOT ADD IMPERVIOUS AREA, NOR WILL IT SIGNIFICANTLY
ALTER THE EXISTING RUNOFF PATTERNS. PROPOSED STREAM CROSSINGS ARE UNNAMED
TRIBUTARIES TO THE HAW RIVER.
CONSTRUCTION SEQUENCE
1. OBTAIN PLAN APPROVAL AND PERMITS.
1. HOLD PRE - CONSTRUCTION CONFERENCE.
2. FLAG CONSTRUCTION LIMITS.
3. INSTALL EROSION CONTROL MEASURES.
4. BEGIN CLEARING.
5. REPLACE OR INSTALL REMAINING EROSION CONTROL MEASURES.
6. BEGIN INSTALLING PIPE.
7. 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.
8. ALL DISTURBED AREA SHALL BE STABILIZED WITH SEED AND STRAW, HYDROSEEDING, OR
SOD.
9. REMOVE EROSION AND SEDIMENT CONTROLS FOLLOWING FINAL INSPECTION AND
SIGNOFF FROM LOCAL STORMWATER OR ENGINEERING REPRESENTATIVE.
10. 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. 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. 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
�
®
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Natural Gas
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ENERGY LAND & INFRASTRUCTURE
1015 PASSPORT WAY CARY, NORTH CAROLINA 27513
919- 234 -1974 • WWW.ELI- LLC.COM • LICENSE # P -12$9
ENGINEERS SURVEYORS INFRASTRUCTURE ENVIRONMENTAL
N A S H V I L L E. T E N N E S S E E CARY , NORTH CAROL 1 N A
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SCALE:
AS SHOWN
ISSUE DATE:
04/3012fl15
DESIGNED BY:
LCW !JAM
DRAWN BY:
LCW /JAM
STOKESDALE 6 PRESSURE IMPROVEMENT PROJECT
STOKESDALE, GUILFORD COUNTY, NORTH CAROLINA
EROSION PROTECTION &SEDIMENT CONTROL PLAN
STA. 54 +00 TO STA. 64 +00 EPSC
ISSUED FOR CONSTRUCTION
Q
REVISION: °° DRAWING NO v011-015
REV
DATE
DESCRIPTION
ELI PROJECT NO: CHECKED BY:
1421 -3011 LCW
CLIENT`
PIEDMONT NATURAL GAS
CLIENT PROJECT NO: 0230491
MATERIAL SUMMARY
MK NO
CITY
DESCRIPTION
MK NO
QTY
DESCRIPTION

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®
EROSION CONTROL PLAN
\ SCALE: 1" = 50'
\
\
GRAPHIC SCALE (IN FEET)
so a as w im
1 inch = 50 fl.
,
PROPOSED 6"
STEEL GASLINE (TYP.)
r'
i
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i,
f;
TEMPORARY
WORKSPACE
PROPOSED
SILT FENCE (TYP.)
o
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\
1
1
0
\
`EXISTING REGULATOR.
STATION
Gby \Ob
�`Y 8
PROJECT DESCRIPTION
THE PROPOSED PROJECT WILL INSTALL A NEW 6" GAS LINE FROM HWY 158 TO FLATROCK ROAD
FOR PIEDMONT NATURAL GAS. THE DISTURBED AREA IS APPROXIMATELY 11 A6 ACRES.
EXISTING SITE CONDITIONS
THE SITE IS COMPRISED OF MOSTLY GRASSED OVERLAND AREAS; EXISTING UTILITY
EASEMENTS; AND EXISTING ROAD R.O.W. THIS PROJECT IS LOCATED IN THE CAPE FEAR RIVER
BASIN. THE PREDOMINANT SOILS INSIDE THE BOUNDARY OF THE PROJECT ARE CLIFFORD
SANDY LOAM, 2 TO 6 PERCENT SLOPES (CkB), POPLAR FOREST SANDY LOAM, 6 TO 10 PERCENT
SLOPES (PoC), CLIFFORD SANDY CLAY LOAM, 2 TO 6 PERCENT SLOPES (CIB2) AND POPLAR
FOREST SANDY LOAM, 10 TO 15 PRECENT SLOPES (PoD).
SCHEDULE
CONSTRUCTION OF THE PIPELINE IS SCHEDULED TO BEGIN MAY 2015 AND BE COMPLETE BY
NOVEMBER 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
• CHECK DAMS
• COMPOSTSOCK
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. THIS PROJECT WILL NOT ADD IMPERVIOUS AREA, NOR WILL IT SIGNIFICANTLY
ALTER THE EXISTING RUNOFF PATTERNS. PROPOSED STREAM CROSSINGS ARE UNNAMED
TRIBUTARIES TO THE HAW RIVER.
CONSTRUCTION SEQUENCE
1. OBTAIN PLAN APPROVAL AND PERMITS.
1. HOLD PRE - CONSTRUCTION CONFERENCE.
2. FLAG CONSTRUCTION LIMITS.
3. INSTALL EROSION CONTROL MEASURES.
4. BEGIN CLEARING.
5. REPLACE OR INSTALL REMAINING EROSION CONTROL MEASURES.
6. BEGIN INSTALLING PIPE.
7. 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.
8. ALL DISTURBED AREA SHALL BE STABILIZED WITH SEED AND STRAW, HYDROSEEDING, OR
SOD.
9. REMOVE EROSION AND SEDIMENT CONTROLS FOLLOWING FINAL INSPECTION AND
SIGNOFF FROM LOCAL STORMWATER OR ENGINEERING REPRESENTATIVE.
10. 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.
Oak
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. HYDROSEEDING OR CURLEX (OR APPROVED EQUAL) IS REQUIRED FOR FINAL
STABILIZATION ON STEEP SLOPES.
ENTRANCE TYP f - - - - — _- - - _ - i \ asc `� MAINTENANCE
i , <qg 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
LIMITS OF DISTURBANCE DEVICES SHALL BE REPAIRED OR REPLACED AS NECESSARY BY THE END OF THE DAY.
/
(TYP-) - , \ 2. CLEAN SILT BARRIERS WHEN THEY ARE APPROXIMATELY 50% OBSTRUCTED BY SEDIMENT 875 OR AS DIRECTED BY THE OWNERS REPRESENTATIVE.
- - - - - -890- - - - - _ - - / �h \
- - - - -- m
GENERAL NOTES
\ _ 1. THE CONTRACTOR IS RESPONSIBLE FOR IMPLEMENTATION AND MAINTENANCE OF ALL
EROSION AND SEDIMENT CONTROL DEVICES.
j \ _ 2. ALL UNDERGROUND UTILITIES SHOULD BE LOCATED AND MARKED IN THE FIELD PRIOR TO
_ - _ i / 1 e� \ COMMENCING CONSTRUCTION,
890\ / / // / 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
i
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
885 - - - - - - - - - -885- _ _ _ _ / i / COMPLETION OF CONSTRUCTION.
40 � 7. SILT FENCE SHALL REMAIN OR BE INSTALLED ALONG STREAMS FOLLOWING PIPELINE
/ INSTALLATION AND FINAL GRADING UNTIL THE AREA IS STABILIZED.
- - - _ -, -aso- / / / 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. CONTRACTOR SHALL MAINTAIN A MINIMUM VERTICAL CLEARANCE OF 24" BETWEEN THE
PIPELINE AND ALL EXISTING AND PROPOSED UTILITIES.
/ 1 -
i S'--------- s75- -- STANDARDS
- 875 - \ 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.
REV DATE KCYfs'DESCRIPTION PREPARED BY. \� /
� I I I I I I// SCALE: DESIGNED BY:
CA RO /'/ STOKESDALE 6" PRESSURE IMPROVEMENT PROJECT
� � \�� ° ° ° ° +.. � / �, AS SHOWN LCW /JAM
ENERGY LAND & INFRASTRUCTURE ; �� ° °° ISSUE DATE: DRAWN BY: STOKESDALE ,GUILFORDCOUNTY,NORTHCAROLINA
�Q yr 1015 PASSPORT WAY CARY, NORTH CAROLINA 27513 = 2y °° 04/30/2015 LCW !JAM EROSION PROTECTION &SEDIMENT CONTROL PLAN
® Piedmont • - ° ELI PROJECT NO: CHECKED BY: STA. 6a +OO TO STA. 7% +2O EPSG
MATERIAL SUMMARY YA 919- 234 -1974 • WWW.ELf- LIC.COM • LICENSE # P -1289 0 = 14 -21 -3011 LCW
MK NO OTY DESCRIPTION MK NO QTY DESCRIPTION �■ �I ��C ° °
M M. f�a M V — °
�n�p /p/� , ���� ° ° ° °�N �NEF�°° \c7 �\ cLlEnrr: PIEDMONT NATURAL GAS ISSUED FOR CONSTRUCTION
Know ■Iha •7 be'o 1,,�/�oIRc°o°o °oo °oo° \ ��
�" � u�' ENGINEERS SURVEYORS INFRASTRUCTURE ENVIRONMENTAL i, 4 A ��\�\ CLIENT PROJECT NO:
g NASHVILLE, TENNESSEE CARY , NORTH CAROLINA /> I I 1 I -�_� 0230491 REVISION: - - -- DRAWING NO: 3011-016

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Y
NOTE
I A \ CONSTRUCT SEDIMENT BARRIER
AND SEDIMENT TRAPPING RUNOFF E a ALONG ENTIRE INSIDE
}y SILT FENCE FILTER CLOTH
SEDIMENT TRAPPING DEVICE e • • • ° e
zE0' R MIN. -
8' MAX STANDARD FABRIC •°
o FACE OF STRAW BALES
PLASTIC OR WIRE TIES. WITH WIRE FENCE ° o
NOTES` V MAX EXTRA STRENGHT
WITHOUT WIRE FENCE
1. SILT FENCE WITH WIRE BACKING IS USED TO INTERCEPT - WOVEN WIRE FENCE BACKING 'MAX ON PONDING AREAS �
111 SMALL AMOUNTS OF SEDIMENT AND REDUCE VELOCITY TOTAL WIDTH 32' MIN. 2` MIN. 8.5' DIA
o STRAW BALES , (MIN.} DISCHARGE FROM
1 r MIN. FROM SHEET FLOW ONLY. USE SILT FENCE WITH WIRE WITH STAKES i • DEWATERING PUMP
6DTH BACKING UP- GRADIENT TO, AND ALONG THE PERIMETER OF ♦ o
a STREAMS, WETLANDS, PONDS, SPRINGS, OR OTHER ° B
NATURAL WATER RESOURCES LOCATED WITHIN OR SILT FENCE WIITH WIRE BACKING NO MORE THAN 24" a ® RIP -RAP OF SUFFICIENT
ADJACENT TO THE PROJECT RIGHT OF WAY. FABRIC' TOTAL WIDTH 36" OF FABRIC `*$ ���((( m SIZE AND DEPTH TO
PIPE/CULVERT x I ALLOWED ABOVE °° •° A RESIST MOVEMENT FROM
NECESSARY 2. THE MAXIMUM DRAINAGE AREA SIZE FOR CONTINUOUS GROUND LEVEL PUMP DISCHARGE
SILT FENCE WITH BACKING SHALL BE 1 ACRE PER 150 LINEAR
FEEL OF FENCE LENGTH. MAXIMUM SLOPE LENGTH BEHIND BOTTOM OF WOVEN WIRE FENCE EXISTING
FENCE ON UPSLOPE SIDE SHALL BE 290 FEET (AS BACKING SHALL BE POSITIONED AT GROUND RIP-RAP TO RETAIN
MEASURED ALONG GROUND SURFACE) THE BOTTOM OF THE TRENCH CLASS 1 AGGREGATE
SUPPLY WATER TO WASH 3. MAINTENANCE SHALL BE PERFORMED AS NEEDED; ' REQUIRED VOLUME (d) = PUMP DISCHARGE WM) X 16'
WHEELS IF NECESSARY CAPTURED SOIL MATERIAL SHALL BE REMOVED WHEN STEEL P013T (TYP.)
°BULGES' DEVELOP IN THE SILT FENCE ANDlOR WHEN 6. MIN. BOTTOM OF I I I 24' MIN, SPILLWAY STRAW BALE
50' MIN. EVIDENCE OF FILTER CLOGGING IS OBSERVED. TRENCH rtil DEPTH
STEEL POST (STD. T OR *U* SECTION) r 1I
4. STEEL POSTS SHALL HAVE A PROJECTION FOR FASTENING
PLAN VIEW WIRE TO THEM.WOVEN WIRE FENCE BACKING TO BE ANCHOR
FASTENED SECURELY TO FENCE POSTS WITH WIRE TLE5.7HE POSITION POST/FABRIC +PLATES
WIRE FASTENERS SHOULD BE EVENLY SPACED WITH IE ASSEMBLY AT VERTICAL TO A MAX 5° FROM
r-3° WASHED STONE THE VERTICAL (ANGLED TOWARD FLOW) OPERATION NOTES:
LEAST SIX PER POST. ( �� /\ I. THE EXCAVATED AREA SHOULD BE A MINIMUM OF 3 FEET
2:1 OR FLATTER 5. FABRIC SHALL BE FASTENED SECURELY TO WOVEN WIRE SILT FENCE WITH WIRE BACKING FABRIC MIN RIP -RAP, CLASS BELOW THE BASE OF THE STRAW BALES AND SILT FENCE.
B' MIN. ORIGINAL GRADE FENCE BACKING WITH THE TIES SPACED EVERY 24 INCHES AND WOVEN WIRE FENCE BACKING I I TIEBACK BETWEEN FENCE A SIZE (MIN.) 2. ONCE WATER LEVEL NEARS THE CREST OF STONE WEIR,
ALONG TOP AND MIDSECTION. I I 2W FABRIC POST AND ANCHOR STAKE EXCAVATED AREA SHUT OFF PUMP WHILE THE STRUCTURE DRAINS DOWN
I I ABOVE GROUND TO BE NO. S (0.25 ") HOLLOW SECTION ` (3' MIN. WET TO THE TOP OF THE WET STORAGE PIT.
EXISTING GROUND SECURE TO POST STORAGE DEPTH) 3. THE WET STORAGE PIT MAY BE DEWATERED ONLY AFTER
8: SEDIMENT SHALL BE REMOVED FROM BEHIND THE SILT( I I BRAIDED POLYPROPYLENE BYWRAPPING
FENCE WITH WIRE BACKING WHEN IT HAS ACCUMULATED TO W ROPE WITH MINIMUM A MINIMUM OF 6 HOURS OF SEDIMENT SETTLING TIME.
FILTER FABRIC PIPVCULVERT IF ONE -HALF THE ORIGINAL HEIGHT OF THE STRUCTURE AND ��'` I I TENSILE STRENGTH OF 1,200 W FACE PUMP EFFLUENT ACROSS A WELL VEGETATED AREA OR
NECESSARY PAID FOR UNDER ITEM NUMBER 209-05, SEDIMENT REMOVAL BACIIFILL WITH COMPACTED SOIL POUNDS CLASS 1 AGGREGATE BASE THROUGH SILT FENCE PRIOR TO DISCHARGE.
PER CUBIC YARD. 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
7. STOP SILT FENCE AT RAVED CROSSINGS, U �_ 1 . Ii IL MIN. 24" POST FLOW WIRE BACKING FLT 2:1 ftV) PR40PERLY REMOVED AND DISPOSED,
ALTERNATIVE MEASURE IF NECESSARY. ANCHOR SILT FENCE WITH WIRE 4 BELOW GROUND ��
SACKING FABRIC 6" DEEP WITH 4"
CONSTRUCTION SPECIFICATIONS: 6. COORDINATE SILT FENCE PLACEMENT IN WATER QUALITY RUN -OUT LENGTH. COMPACT BACKFILL A
1. STONE SIZE - USE r -3" WASHED STONE OR LARGER AS SPECIFIED IN N.C. DEPARTMENT OF TRANSPORTATION BUFFERS TO MINIMIZE IMPACT. ILII i ANCHOR STAKE MIN. 1S" EXISTING GROUND RIP4MP, CLASS �\
STANDARD SPECIFICATIONS FOR ROADS AND STRUCTURES. LONG TO BE PLACED 12"
CLASS A SIZE (MIN.) 2. WIDTH -12' MIN. 9. REINFORCE TOE OF THE FENCE WITH 12 INCHES OF NC SEICTIONAL VIEW INTO GROUND .) SECTION B 8
SILT FENCE TIEBACK
3. WASHING -WHEN NECESSARY, WHEELS SHALL BE CLEANED TO REMOVE SEDIMENT PRIOR TO ENTRANCE DOT #5 OR Ii57 WASHED STONE WHEN FLOW WILL RUN EXCAVATED AREA
ONTO PUBLIC R.O.W. WHEN WASHING IS REQUIRED, IT SHALL BE DONE ON AN AREA STABILIZED WITH PARALLEL TO THE TOE OF THE FENCE.
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 SILT FENCE DETAIL
(NOT TO SCALE) (NOT TO SCALE)
Be*" CONNECTION SLEEVE FOR
PUMP DISCHARGE HOSE (OPTIONAL)
A
74r MIN. OPTIONAL LIFTING NOTES:
SILT FENCE 0'-" MIN. STRAPS 1. SEDIMENT FILER BAGS SHOULD NOT BE PLACED WITHIN A JURISDICTIONAL WETLAND OR WITHIN 60
WITH WIRE BACKING FEET OF A STABILIZED OUTLET, STREAM, OR OTHER NATURAL WATERS RESOURCE.
2. CONTRACTOR SHALL EXERCISE CAUTION NOT TO BURST OR DAMAGE THE SEDIMENT FILTER Me
WHEN PUMPING.
3, SEDIMENT FILTER BAGS SHALL BE REPLACED WHEN SEDIMENT HAS ACCUMULATED TO Y OF THE
+ BAGS CAPACITY OR IN ACCORDANCE WITH THE MANUFACTURE'S RECOMMENDATIONS,
GEOTEXTILE FABRIC (TYPE III) +
UNDER AND COVERING ENTIRE + +
WOOD CHIP PAD + VARIES WITH GROUND
+
SILTSAVER SEDIMENT + LINE SLOPE -
FILTER SAO +
+ + + ++ 74r MIN.
++ +
SILT -SAVER DEWATER FILTER BAG
6'X15'
2 " -3"
PUMP
13" X 15"
0=4"
PUMP
IT X 25"
0'-W
PUMP
++ ++
++ ++
WOOD CHI'S + + + + +
+ + + +
+ + + + + ++ + ++
+
+ + + + + + ++ + + + + + + ++ + +
+
+ + + + + + + + + 50' MINIMUM
SEDIMENT FILTER BAG 10 0" EXISTING VEGETATIVE
2'-W MIN. 0'-6° MIN. VARIES MINIMUM BUFFER
VARIES WITH GEOTEXTILE
GROUNDLINE FILTER SAG - FABRIC (TYPE at)
GEOTEXTILE FABRIC (TYPE SLOPE
III) OR EXISTING 16' N. SILT FENCE + + + + + + + + +
VEGETATION WITH WIRE13ACKING ,�`� + + + + + + + + ++ A SILT FENCE
+
+ + WITH WIRE
GEOTEXTILE FABRIC (TYPE II) 8" MIN. BACKING 2' MIN. TOP OF BANK
OR EXISTING VEGETATION USE WOOD CHIPS FxISgDUNDLINE
PAD TO LEVEL BAG FROM
NATURAL GROUNDLIIEg}pEAµ
GEOTEXTILE FABRIC ('TYPE (H)
OR EXISTING VEGETATION MY MIN. DISTANCE
FROM STREAM
SECTION` A
TOP OF BANK
STREAMf
PLAN VIEW
TYPICAL SEDIMENT FILTER BAG
(NOT TO SCALE)
DEWATERING STRUCTURE DETAIL
(NOT TO SCALE)
SHLD.
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Piedmont ■ `
Natural Gas
ENERGY LAND & INFRASTRUCTURE
1015 PASSPORT WAY • CARY, NORTH CAROLINA 27513
919- 234 -1974 • WWW.EL1- LLC.COM • LICENSE * P -1289
ENGINEERSa • SURVEYORS • INFRASTRUCTURE " ENVIRONMENTAL
NASHVILLE. TENNESSEE • CARY, NORTH CAROLINA
EDGE OF PAVEMENT
NOTES:
DESIGNED BY:
LCW /JAM
STOKESDAILE, GUILFORD COUNTY, NORTH CAROLINA
EROSION PROTECTION & SEDIMENT CONTROL PLAN
EPSC DETAILS
1.
USE MINIMUM 12" DIAMETER EXCELSIOR WATTLE.
DESCRIPTION
2.
USE 2' WOODEN STAKES WITH A 2"X 2" NOMINAL CROSS SECTION.
SEE INSET AT
3.
ONLY INSTALL WATTLE(S) TO A HEIGHT IN DITCH SO FLOW WILL NOT
WASH AROUND WATTLE AND SCOUR DITCH SLOPES AND AS DIRECTED.
C
INSTALL A MINIMUM OF 2 UPSLOPE STAKES AND 4 DOWNSLOPE STAKES
AT AN ANGLE TO WEDGE WATTLE TO BOTTOM OF DITCH.
CHECKED BY:
LCW
5.
PROVIDE STAPLES MADE OF 0.125" DIAMETER STEEL WIRE FORMED
EXCELSIOR
MAIERIALSUMMARY
INTO A'U' SHAPE NOT LESS THAN 12" IN LENGTH.
WATTLE
6.
INSTALL STAPLES APPROXIMATELY EVERY 1 LINEAR FOOT ON BOTH
MK NO
QTY
SIDES OF WATTLE AND AT EACH END TO SECURE IT TO THE SOIL.
MATTING, BACK
7,
INSTALL MATTING IN ACCORDANCE WITH THE NCOOT STANDARD
SLOPE
SPECIFICATIONS.
ISOMETRIC VIEW
r UPSLOPE
2' MAX) STAKE NATURAL GROUND
STAKES STAPLES
CLIENT PROJECT NO:
0230491:
INSET A INSET B
n �
MIN: � !
MATTING • rDOWNSLOPE
{ UPSLOPE
STAKE
STAKE
{f
CROSS SECTION
f
VEE DITCH
✓
1 /
T UPSLOPE
l l
\ \
\
r 2" 8T NATURAL GROUND
\ \
\
r MIN.
IF MIN.
MATTING
r DOWNSLOPE
STAKE
CROSS SECTION
TRAPEZOIDAL DITCH
TOP VIEW
WATTLE DETAIL
(NOT TO SCALE)
REVVISION
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Piedmont ■ `
Natural Gas
ENERGY LAND & INFRASTRUCTURE
1015 PASSPORT WAY • CARY, NORTH CAROLINA 27513
919- 234 -1974 • WWW.EL1- LLC.COM • LICENSE * P -1289
ENGINEERSa • SURVEYORS • INFRASTRUCTURE " ENVIRONMENTAL
NASHVILLE. TENNESSEE • CARY, NORTH CAROLINA
1 \ 11 I I I 1 !
\\�� � CARP' 1
° °� S / ® °��
= Q S =
= -
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`
G IPfE ° ° °�C7 �
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if {fq�C1A�
,;)
SCALE:
AS SHOWN
DESIGNED BY:
LCW /JAM
STOKESDAILE, GUILFORD COUNTY, NORTH CAROLINA
EROSION PROTECTION & SEDIMENT CONTROL PLAN
EPSC DETAILS
REV
DATE
DESCRIPTION
ISSUE
04/30/2015
CW / JAM
ELI PROJECT NO:
14-21 - 3011
CHECKED BY:
LCW
MAIERIALSUMMARY
MK NO
QTY
DESCRIPTION
MK NO
QTY
�
PIEDMONT NATURAL GAS
ISSUED FOR CONSTRUCTION
CLIENT PROJECT NO:
0230491:
REVISION: "" 3011_017

Y
1?
5
a?
zl
STASILIZATM REQUIREMENTS: f
1. Temporary or permanent ground cover stabilization shall occur within 7 calendar days WrI i� f 7o1 of BA:uc � COMPOSTSOCK '
from the last land- disturbing activity, with the following exceptions in which temporary or l l 3•
permanent round cover shall be provided in 14 calendar days from the last land-disturbing _ _ 1 _k _ _ _ ! FLOW ' �- .OBE PROTECTED
activity:
9 p y n9
ENKAMAT 7010 OR ENGINEER APPROVED EQUIVALENT WITH
HYDRAULICALLY APPLIED MULCHISEED MIXTURE PER EROSION '
• Slopes between 2:1 and 3:1, With a slope length of 10 ft. or less; CONTROL DEVICE, NOTES B
• Slopes 3:1 or flatter, with a slope of length of 50 ft. or less WIDTH OF DISTURBANCE /7� /�� /W� /�
TO 9E MINIMIZED
•
Slopes 4.1 or flatter ,2• ice:
PERMANENT EASEMENT 2• x 2. STAKES
PERMAMENT SEEDM.- (WIDTH VARIES)
1. The kinds of seed and fertilizer, and the rates of application of seed, fertilizer, PROPOSED GAS MULOi OR COMPOST FOR
and limestone, shall be as stated below. During periods of overlapping dates, the kind PIPELINE (INSTALLED UNTRENCHED SOCKS
of seed to be used Shall be determined. All rates are in pounds per acre. VIA HDD BOREI
SECTKMI
March 1 - August 31 SelptaimW 1- February 2$ ! I
18# Creeping Red Fescue 18# Creeping Red Fescue
6# Indian sass 6# Indian grass 1� 1 STASILIZEALL_
9 9
4#' SWItCBI rass; 4# Switch) rass \ SHE1:TFLOW- -^* AREA TO BEPROTECTECI
P Y
1100# Fertilizer 600# Fertilizer a tr : VMAX
4000# Limestone 4000#" Limestone
-.�- COMPOST 304K
WORKAREA
TEMPORARY SEEDING
•: I l
1. Fertilizer shall be the same analysis as specified for Seeding and Mulching and applied — — to WATER k+ WX I f l
at the rate of 400 pounds and seeded at the rate of 50 pounds per acre. German Millet
or Browntop Millet shall be used in summer months and rye grain during the
remainder of the ) r. The Engineer will determine the exact dates for using each
kind of seed.
WAr000 MULCH OR
COMPOST
HTOFL n
i HEIGH70FLOG
TEMPORARY l �
1, Fertilizer shall be 10 -20-20 analysis. A different analysis of fertilizer may be used PLAN VIEW
provided the 1 -2 -2 ratio is maintained and the rate of application adjusted to provide
the same amount of plant flood as a 10-20 -20 analysis and as directed.
NOTE
PROVIDE MINIMUM OF Ir OF sou. COVEROVERfiRst 120 of UNTRENCHED INSTALLATION PLAN -
EROSION CONTROL FABRIC AS SHOWN.
STREAMBANK STABILIZATION
B
POST K INSTALLATION DETAIL
STABILIZATION REQUIREMENTS QOM SOCK TO SCALE)
:
:
i
:
DETAIL SILT . '
I _ 1 ; SEEM
SMS FE1 , .
O ROWS SPACED Z APART) a . . .
ORTIM�R , I (TWO ROYY13b`PACr�32'APARi) : .
SILT FENCE WI : MA78R R . • . - -
WIRE SACKAN6 V .AMp'. - . • . -
AXING STREAM - - - . .
..., TRENCH I q _ I.
SAGS ms •r =°F+F `•
;-
COtATRUCTION ROAD : CONSTRUCTION ROAD
sTREArI I GENERAL NOTES • , .
• - - - � 4: NO WASTES, SPOILS, SOLIDS OR FILLS WILL 13E B+�\ ..... STREAM
PLACED WITHIN WETLANDS, WATERS OR RIPARIAN C3 ~•, . . . . . . . . .. . . . TOP OF BANK '
SF OF i iT i INSTALL SILT FENCE PRIORT16 AREAS. . . . .. . . . . . . . . . . . . i .
� OF . —' - aro � � se•`. � " _ - - i CONSTRUCTION PROPOSED HVE
* _ • • : 2 WETLAND CROSSINGS SHALSTORED TO .
;. ORIGINAL CONTOURS ONCE CONSTRUCTION IS . , . 1
6 R t�A$L
811.T FENCE W! �i 80' J - - L _
ALONG STREAM: COMPLETED. -►. MAINTENANCE AREA
3 TO RESTORE THE CORRIDOR IN WETLAND AREAS . . .
3t1' PERMANENT MAI
j sR — SF -- eP THE CONTRACTOR WILL USE A NATIVE SEED MIX, x 1 -
1 T- - - WHICH WILL BE DISTRIBUTED WITH PLACEHOLDER ~`""•. 40' CONSTRUCTION AREA
s TYIyIOwRi PRE- ANDPO.ST 1#NCi�±NI�I
SPECIES TO PROVIDE SOIL STABILIZATION UNTIL THE � - /
_ - _ PERMANENT SEEDING GERMINATES AND BECOMES - .. /� .:
SP02 PQ.E ....,, 19LT8t �Ati _ ESTABLISHED. THIS SEED MIX WILL BE COMPRISED �►�,. . • `. ,,, . . • . • !!! 5(Y PERMANENT EASEMENT
1 '` -39.T fENGE - F.A4EME1 i'.. . - OF SPECIES THAT ARE NATIVE TO THE COUNTY WITH .. -. . . . . . ,,,. . . . . . .
. . .. . . . F_ - THE EXCEPTION OF THE PLACEHOLDER SPECIES. : :. (;' - �► -
_ .. . . . - 1 `SEE DETAIL 4. REFER TO PLANS FOR PLACEMENT OF SILT FENCE . . . . . . . \ -
SILT FENCE . i SILT FENCE ALONG DISTURBED LIMITS. `� • �►
- l y PILE S. ADDITIONAL MEASURES MAY NECESSARY IN - :.. •� �;
CORDUROY MATS,, TIMBER MATS ORTN t - .. a } I ! "� - ORDER TO PROTECTAFPECTED CREEKS AND r.
WT. ®RAOGE. • ' JPp11 WETLANDS. -
1.
- - FLUME SHOULD BE SIZED TO 8. EXCAVATION FOR WETLAND CROSSING AND ...
HANDLE FLOW AND SUFFICIENT ._...> .- ._ k.- „� • INSTALLATION OF PIPE SHALL BE CONDUCTED IN THE 20' ZONE 2 BUFFER - -
_ i IN LENGTH TO ACCOMMODATE - PLt)G , !_ . : ;.- '•_- !-_•:... : -
BEN TONTTE SAME DAY TO THE FULLEST EXTENT PRACTICAL
- WIDENING TRENCH TO PREVENT PLUG BACKFILLING AND RESTORATION OF WETLANDS
x 1 FAILURE. SHOULD OCCUR AS SOON AS PRACTICAL UPON . . . .
- /**- GOTPA7M .. _ CCMAPLETION OF PIPE INSTALLATION.
f
P 7. TREES WILL BE OJT AM STUMPS LEFT IN PLACE: 90' ZONE , BUFFER
..
TEMPORARY . ...' . . . . . . .. . . .. , NO CONSTRUCTION CLEARM
IPMENT CROSSING
. .. ... .. .. , IN THIS AREA OF BUFFER
SECTION S B 3@',ZONE , BUFFER '
WE TWO I40W3 SPACED 2 APART] ; ; UROY M AU, TIMBER MATSLNt
• - I" TEMPORARY BRIDGING
. . . . W ZONE 2 BUFFER
R
>I STREAM CROSSING (FLUME WITH EQUIPMENT CROSSIN L
- - - .
TWrAt. CONSTRUCTION PLANVIEw
TYPICAL WETLAND CROSSING DETAIL , STREAM BUFFER DETAIL.
PRr'AMEDW
'
ENERGY LAND b INFRASTRUCTURE
1015 PASSPORT WAY • CARY, NORTH CAROLINA 27513
919- 234 -1974 • VVWW.ELi- LLC.COM • LICENSE # P -1289
ENGtNEERS • SURVEYORS • INFRASTRUCTURE • ENVIRONMENTAL
N A 5 H V I l l E. T E N N E S S E E • C A R Y. NORTH CAROL 1 N A
�4�t�WWtllrrlrl��
� CARp
,``ERs�i {'.
: �a�•a°° � S /��,, -� �
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= c -
_ ms F 2
o °'G;�``SG�`;-
i /y °° •••°° �`ti�`
ry /� 1 i�� �, /
SCALE:
AS SHOWN
DESIGNED BY:
LCW / JAM
STOKESDALE 6" PRESSURE IMPROVEMENT PROJECT
STOKESDALE, GUILFORD COUNTY, NORTH CAROLINA
EROSION PROTECTION & SEDIMENT CONTROL PLAN
EPSC DETAILS
REVISION
®
TAW
be•���•
Ca" � di�
_
P'��O�}
e , , a
Natural Gas
REV
DATE
DESCRIPTION
ISSUE DATE:
04/30/2015
DRAWN BY:
LCW / JAM
ELI PROJECT NO:
14-21 -3011
CHECKED W.
LCW
MATERIAL SUMMARY
MK NO'
QTY
DESCCRIPTION
MK ND
QTY
CLtrr: PIEDMONT NA URAL GAS
ISSUED FOR CONSTRUCTION
CLIENT PROJECT NO:
0230491
REVISION: �� DRAwMIG NO 3011-018