20201464 Ver 1_Pre-Filing Meeting Request_20201013

ID#* 20201464
Version* 1
Regional Office* Mooresville Regional Office - [phone]
Reviewer List* Alan Johnson
Pre -Filing Meeting Request submitted 10/13/2020
Contact Name * Alex Darr
Contact Email Address* [e-mail]
Project Name* Duke Marshall Stream Restoration
Project Owner* Jason Brown; Piedmont Natural Gas Company, Inc.
Project County* Lincoln
Owner Address: Street Address
4720 Piedmont ROW Drive
Address Line 2
aty State / Frovince / Region
Charlotte North Carolina
Rbstal / Zip Code Country
28210 United States
Is this a transportation project?* r Yes r No
Type(s) of approval sought from the DWR:
r- 401 Water Quality Certification - W 401 Water Quality Certification -
Regular Express
r- Individual Permit r- Modification
r- Shoreline Stabilization
Does this project have an existing project ID#?*
r Yes r No
Do you know the name of the staff member you would like to request a meeting with?
Alan Johnson; [e-mail]
Please give a brief project description below.

The purpose of the proposed project is to restore the reach of Killian Creek
which bisects Piedmont Natural Gas's utility right-of-way. The project
bounds have been extended outside of the existing right-of-way to tie the
stream restoration into an appropriate, stable portion of Killian Creek up
and downstream of the proposed project area. The degraded and unstable
stream has resulted in concerns of utility asset integrity. Piedmont Natural
Gas has a 20-inch natural gas pipeline within their easement that is at risk
of exposure if the stream continues to laterally and vertically erode, incise,
and undercut. The restoration activities would restore the unstable reach of
Killian Creek utilizing Rosgen Natural Channel Design techniques in order
to improve the conditions of the resource, water quality, aquatic habitat,
and to protect the utility asset.
The proposed stream restoration project initiates at latitude 35.508786,
longitude-81.039435 and then continues downstream along 457 linear feet
of existing unstable Killian Creek stream channel. The restoration activities
would include the installation of natural stream structures such as toe
wood, root wads, log veins, and rock veins / rock j-hooks. The restoration
would also include the installation of riffle, pool, glide, and run sequencing
to improve habitat, sediment transport characteristics, and stability. An
appropriate sinuosity, bankfull elevation, floodplain shelf, and point bars
would be established for the proposed project to remedy the existing
vertical streambanks. The proposed stream banks and riparian buffer
would be restored with coir fiber matting, native riparian seed mix, and
various tree species. Live willow stakes will be installed on the proposed
stream banks. No indirect impacts are anticipated with the proposed
project. The project will be accomplished utilizing typical equipment such as
excavators, graders, pump around devices, turbidity curtains, and
appropriate erosion control best management practices. The project is
sequenced by installation of best management practices, stream
restoration activities, continual maintenance of best management practices,
implementation of the revegetation plan, final stabilization, removal of best
management practices, and project completion. The limits of disturbance
surrounding the stream restoration reach have been expanded to allowfor
selective harvesting of woody material for instream structures and prevent
excessive clearing.
Upon the initiation of this project during the water's delineation, significant
instability, erosion, and bank avulsion were clearly observed. At that time,
the stream could be seen rerouting itself and creating a new channel near
the point of tangency of the low radius bend within the proposed
restoration reach. Recently observed during follow-up site visits, the stream
has completed the creation of this new channel and has abandoned the
low radius bend, creating what can now be observed as an oxbow feature
in the relic stream channel. The impacts to be included in the pre -
construction notification account for the abandonment of the relic channel
bend, the restoration of the stream reach, and the temporary impacts for
best management practices (turbidity curtain / dam & pump around device).
Impacts associated with this project would include permanent impact to 331
linear feet of stream (restoration), permanent loss of 126 linear feet of
stream (loss of relic channel), and temporary impact to 35 linear feet of
stream (construction best management practices).
This project was originally discussed on March 24th, 2020 between Flynt
Barksdale (Pond and Company) and Alan Johnson (NCDEQ).
Please give a couple of dates you are available for a meeting.
10/16/2020

10/19/2020
10/21 /2020
10/26/2020
Please attach the documentation you would like to have the meeting about.
Attach ment_E_DukeMarshall_Plans_IFP_08.2... 17.03MB
Attach ment_I_ProjectFigures_07.07.2020.pdf 6.92MB
pdf only
By digitally signing below, I certify that I have read and understood that per the Federal Clean Water Act Section
401 Certification Rule the following statements:
• This form completes the requirement of the Pre -Filing Meeting Request in the Clean Water Act Section 401 Certification
Rule.
• I understand by signing this form that I cannot submit my application until 30 calendar days after this pre -filing
meeting request.
• I also understand that DWR is not required to respond or grant the meeting request.
Your project's thirty -day clock started upon receipt of this application. You will receive notification regarding meeting location
and time if a meeting is necessary. You will receive notification when the thirty -day clock has expired, and you can submit an
application.
Signature
cam'-�C3��a�Ft t r
Submittal Date 10/13/2020

CONSTRUCTION DOCUMENTS FOR:
DUKE MARSHALL STREAM RESTORATION
OWNER/PERMITTEE
Piedmont Natural Gas
Jason A. Brown - Senior Project Manager
4720 Piedmont ROW Drive
Charlotte, NC 28210
[phone]
rl\/II FlXI(,IlXIFFR
rona aL Lompany
Andrew Swift
3500 Parkway Lane, Suite 500
Peachtree Corners, GA 30092
[phone]
ENGINEER'S REPRESENTATIVE
Jeremy Dean
3050 Westwood Drive
Acworth, GA 30102
678.525.3764
CPESC# 00004207
Expires - 01/18/2021
Total Site Area: 6.30 ACRES
Total Disturbed Area: 6.30 ACRES
Parcel I D#: 02293 PIN#: 3694378614
Parcel I D#: 74449 PIN#: 3694291204
Parcel I D#: 02295 PIN#: 3694390080
FIRM # 3710369400J Zone X, Zone AE
Zoning: Utility Right -of -Way, Adjacent
Undeveloped Private Property
GPS COORDINATES OF
CONSTRUCTION EXIT:
.................».................................
CAUTION
THE UTILITIES SHOWN PRE SHOWN FOR THE CONTRACTOR'S CONVENIENCE ONLY
, Know what's below.
THERE MAY BE OTHER UTILITIES NOT SHOWN ON THESE PLANS, THE DESIGN
PROFESSONAL ASSUMES NO RESPONSIBILITY FOR THE LOCATIONS SHOWN AND IT
• Call before you dig.
SHALL BE THE CONTRACTOR'S RESPONSBILITY TO VERIFY THE LOCATIONS OF
UTILITIES WITHIN THE LIMITS OF THE WORK. DAMAGE TO EXISTING UTILITIES BY
®
Dial 811
THE CONTRACTOR, FROM HIS/ HER OPERATIONS, SHALL BE THE SOLE
Or Call 800-282-7411
RESPONSIBILITY OF THE CONTRACTOR.
CONTRACTOR SHALL BE RESPONSBLE TO SECURE THE SERVICES OF A PRIVATE
UTILITY LOCATOR FIRM DURING THE ENTIRE COURSE OF CONSTRUCTION.
CONTRACTOR SHALL PAY FOR SAID SERNCES, CONTRACTOR SHALL IMMEDIATELY
REPAIR ALL UTILITIES DAMAGED BY CONSTRUCTION ACTNTIES. AT NO ADDITIONAL
COST TO THE OWNER.
CONTRACTOR SHALL BE RESPONSIBLE FOR COMPACTION OF BACKFILL OF ALL
UTILITY TRENCHES WITHIN SITE WORK LIMITS, THIS INCLUDES TRENCHES DUG
AND BACKFILLED BY LOCAL UTILITIES. SUCH AS POWER, GAS, TELEPHONE,
ETC, CONTRACTOR SHALL PROVIDE ADDITIONAL BACKFILL AND COMPACTION
AS NECESSARY, IF SETTLEMENT OCCURS,
LINCOLN COUNTY, NORTH CAROLINA
AUGUST 21, 2020
POND PROJECT # 1190706
�4
PROJECT
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VINCITY MAP
(SCALE AS SHOWN)
\PROJECT
LOCATION
PROJECT SITE MAP
(SCALE AS SHOWN)
ISSUED FOR PERMITTING
FOR REVIEW ONLY
'G 011TG � : 1
3500 PARKWAY LANE, SUITE 500
PEACHTREE CORNERS, GA 30092
PHONE [phone]
FAX [phone]
CONTACT: FLYNT BARKSDALE
Sheet Index
Sheet File
Sheet Title
Sheet Number
G-000
COVER SHEET
1
C-001
GENERAL NOTES
2
V-001
EXISTING CONDITIONS SURVEY
3
C-002
PROJECT SITE OVERVIEW
4
CS101
STREAM RESTORATION PLAN & PROFILE
5
CS102
GEOMORPHOLOGY AND CROSS -SECTIONS
6
CS103
STREAM RESTORATION STRUCTURE DETAILS
7
CS104
STREAM RESTORATION REVEGETATION PLAN
8
CE001
EROSION AND SEDIMENT CONTROL NOTES
9
CE002
EROSION AND SEDIMENT CONTROL NOTES
10
CE003
EROSION AND SEDIMENT CONTROL NOTES
11
CE101
INITIAL PHASE - EROSION AND SEDIMENT CONTROL PLAN
12
CE102
INTERMEDIATE PHASE - EROSION AND SEDIMENT CONTROL PLAN
13
CE103
FINAL PHASE - EROSION AND SEDIMENT CONTROL PLAN
14
CE501
EROSION AND SEDIMENT CONTROL DETAILS
15
CE502
EROSION AND SEDIMENT CONTROL DETAILS
16
CE503
EROSION AND SEDIMENT CONTROL DETAILS
17
CE504
EROSION AND SEDIMENT CONTROL DETAILS
18
PROJECT DESCRIPTION (NATURE AND PURPOSE)
THIS PLAN SET IS FOR THE RESTORATION OF KILLIAN CREEK ALONG THE
PEIDMONT NATURAL GAS UTILITY RIGHT-OF-WAY CORRIDOR. THIS PORTION OF
KILLIAN CREEK HAS EXPERIENCED ACCELERATED EROSION FROM UPSTREAM
DEVELOPMENT AND IMPERVIOUS SURFACE CONTRIBUTIONS TO THE
WATERSHED. THE STREAM BANKS ALONG THIS REACH OF KILLIAN CREEK HAVE
BECOME UNSTABLE AND ARE ERODING AND INCISING. PIEDMONT NATURAL GAS
HAS NATURAL GAS UTILITY INFRASTRUCTURE WHICH BISECTS THE UNSTABLE
STREAM REACH. THE PURPOSE OF THIS PROJECT IS TO RESTORE THE STREAM
REACH, UTILIZING NATURAL STREAM DESIGN PRINCIPLES, TO A CONDITION
WHERE ADJACENT UTILITY INFRASTRUCTURE IS NOT AT RISK.
THE SCOPE OF PROJECT INCLUDES-
1 ) THE STREAM RESTORATION OF A 279 LINEAR FOOT REACH OF KILLIAN
CREEK TO PROTECT NATURAL GAS UTILITY ASSETS AND TO REMEDY
STREAMBANK INSTABILITY.
2) PHASE I, II, AND III EROSION CONTROL INSTALLATION, MAINTENANCE, AND
REMOVAL, AS PRESCRIBED.
3) RIPARIAN BUFFER REVEGETATION PLAN IMPLEMENTATION
4) GENERAL MAINTENANCE OF AN EXISTING ACCESS ROAD BETWEEN
FORNEY HILL ROAD AND THE STREAM RESTORATION PROJECT SITE.
PROPRIETARY & CONFIDENTIAL ALL RIGHTS RESERVED * DO NOT SCALE THIS DRAWING * USE DIMENSIONS ONLY
PIEDMONT'S NATURAL GAS FACILITY DRAWINGS ARE CONSIDERED CONFIDENTIAL (OM-1095) * DRAWING IS CURRENT ONLY THROUGH THE LATEST REVISED DATE * TO INSURE THERE IS NO
RISK OF INAPPROPRIATE DISCLOSER ALL PREVIOUS PAPER COPIES OF THIS DRAWING MUST BE DESTROYED IN ACCORDANCE WITH RECORDS & INFO. MANAGEMENT (RIM) POLICY 1001
DATE REVISION(S) DESCRIPTION I BY I CHK I APPD I DESCRIPTION APPROVALS
/08/2020 ISSUED FOR100% REVIEW KADWFB AS AREA CODE - TE REGIONAL DUKE MARSHALL STREAM RESTORATION
/21/2020 ISSUED FOR PERMITTING KADWFB AS ACCOUNT NUMBER - opTE "�T�r�s ENGINEER Piedmont
PROJECTNUMBER
1190706
TE
"pTE
INITIps
MGR TECH
REC&STD
'I Natural Gas
COPYRIGHTFIFICEEDMONTNONTIR GAS CORP.
CORP. OF CHARLOTTE, DC 28210 WDRIVE
CHARLOTTE, NC28210
COVER SHEET
LINCOLN COUNTY NORTH CAROLINA
f
DRAWING BY
KAD
STATION ID -
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�"�T��s
PRINCIPAL
ENGINEER
CHECKER INITIAL WFB
24-HR CONTACT INFORMATION
JASON A. BROWN
PRIMARY PERM ITTEE
PIEDMONT NATURAL GAS
[phone]
NOT FOR CONSTRUCTION
REF. DWG(S)
SHEET(S) 1 OF 18 SCALE AS SHOWN
DWG DATE "29/2020 SUPERSEDED
DRAWING NUMBER REVISION
G-000 2
DISCIPLINE / RESOURCE CENTER/ LINE NUMBER

GENERAL NOTES
1. ALL TOPSOIL AND EXCAVATED MATERIAL SHALL BE STOCKPILED ON SITE IN AN AREA APPROVED BY PNG.
2. EXCESS MATERIAL IS DEFINED AS ANY MATERIAL BROUGHT TO THE SITE BY THE CONTRACTOR OR GENERATED DURING DEMOLITION,
WHICH IS NOT USED FOR CONSTRUCTION OF THE PROJECT. ALL EXCESS MATERIAL PRODUCED BY THE CONTRACTOR'S OPERATIONS SHALL
BE DISPOSED OF IN ACCORDANCE WITH LOCAL, COUNTY, STATE, AND FEDERAL REGULATIONS AT NO COST TO THE OWNER.
3. THE CONTRACTOR SHALL COMPLY WITH ALL CITY, COUNTY, STATE, AND FEDERAL GUIDELINES/REGULATIONS APPLICABLE TO
CONSTRUCTION OF THIS SITE.
4. EXISTING CONDITIONS WERE TAKEN FROM:
A TOPOGRAPHIC SURVEY PERFORMED BY REGIONAL LAND SURVEYORS (RLS); [phone]
AN ENVIRONMENTAL SURVEY PERFORMED BY POND & COMPANY; [phone]
5. LOCATIONS OF EXISTING UNDERGROUND UTILITIES AND SITE IMPROVEMENTS ARE APPROXIMATE. ACTUAL EXISTING CONDITIONS MAY
VARY FROM WHAT IS REPRESENTED IN THESE DRAWINGS. CONTRACTOR SHALL IDENTIFY EXACT LOCATIONS IN THE FIELD PRIOR TO
EXCAVATION BY CONTACTING NORTH CAROLINA 811 AND TAKE ALL PRECAUTIONS NECESSARY TO AVOID DAMAGE TO EXISTING UTILITIES
AND SITE IMPROVEMENTS. SOME UTILITIES AND SITE IMPROVEMENTS MAY NOT BE SHOWN. CONTRACTOR SHALL NOTIFY OWNER OF ANY
DISCREPANCIES PRIOR TO CONSTRUCTION.
6. WORK AROUND THE EXISTING UTILITIES, DRAINAGE SYSTEMS, AND SITE IMPROVEMENTS SHALL BE PERFORMED IN A MANNER THAT WILL
AVOID DAMAGE TO THE UTILITIES, STORM DRAINAGE, SITE IMPROVEMENTS, AND PAVEMENT. PRIOR TO COMMENCING WITH WORK, THE
CONTRACTOR SHALL ACCURATELY LOCATE OR GET THE APPROPRIATE UTILITY COMPANY TO LOCATE ABOVE- AND BELOW- GROUND
UTILITIES WHICH MAY BE AFFECTED BY THE WORK. THE CONTRACTOR SHALL PROTECT ALL UTILITIES, STORM DRAINAGE, SITE
IMPROVEMENTS, AND PAVEMENTS NOT DESIGNATED FOR REMOVAL, RELOCATION, OR REPLACEMENT IN THE COURSE OF THE
CONSTRUCTION. ANY EXISTING UTILITIES, STORM DRAINAGE, OR SITE IMPROVEMENTS DAMAGED BY THE CONTRACTOR SHALL BE
REPAIRED TO THE SATISFACTION OF THE UTILITY COMPANIES IMMEDIATELY AT NO EXPENSE TO THE OWNER OR ENGINEER.
FURTHERMORE, IF THE PROPOSED CONSTRUCTION NECESSITATES THE DISCONNECTION OR RELOCATION OF ANY UTILITY OR STORM
DRAINAGE SYSTEM, THEN THE REPLACEMENT UTILITY INFRASTRUCTURE SHALL BE IN PLACE AND FULLY FUNCTIONAL, PRIOR TO THE
DISCONNECTION OF SAID UTILITY. PLEASE NOTE THAT LOCATING ALL UNDERGROUND FACILITIES IS THE CONTRACTOR'S RESPONSIBILITY.
7. SITE CONTRACTOR SHALL VERIFY ALL COORDINATES AND DIMENSIONAL INFORMATION PRIOR TO CONSTRUCTION. BRING ANY
DISCREPANCIES WITH DRAWINGS TO ATTENTION OF THE OWNER OR ENGINEER PRIOR TO STARTING CONSTRUCTION.
8. ALL TRAFFIC SIGNS AND PAVEMENT MARKINGS SHALL BE IN ACCORDANCE WITH THE "MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES"
(MUTCD), LATEST EDITION.
9. UNLESS SPECIFICALLY SHOWN OTHERWISE ON THE DRAWINGS, CONTRACTOR SHALL MAINTAIN A MINIMUM 5-0" OFFSET FROM PROPERTY
LINES AND FROM EDGE OF PAVEMENT (EXCLUDING FOR ROAD AND PROPERTY LINE CROSSINGS). ALL CONSTRUCTION METHODS AND
MATERIALS SHALL CONFORM TO THE CURRENT SPECIFICATIONS AND STANDARDS OF PIEDMONT NATURAL GAS.
10. 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.
11. 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.
12. ACCESS DRIVEWAY INFORMATION IS FOR INFORMATION ONLY. CONTRACTOR TO COORDINATE WITH PNG FOR ACCESS PERMISSIONS AND
REQUIREMENTS.
13. CONTRACTOR TO VERIFY WETLANDS HAVE BEEN PERMITTED AND MITIGATED PRIOR TO ACCESSING ANY WETLAND AREAS.
14. CONTRACTOR TO COMPLY WITH ALL HEALTH AND SAFETY EXPECTATIONS OUTLINED IN THE PIEDMONT NATURAL GAS ENVIRONMENTAL,
HEALTH AND SAFETY DOCUMENT (2019 OR MOST CURRENT).
15. CONTRACTOR TO PREPARE, AND SUPPLY ON -SITE, AN ENVIRONMENTAL HEALTH AND SAFETY PLAN. THE DOCUMENT SHALL BE PLACED IN
THE CONSTRUCTION SITE JOB BOX. THE PLAN SHALL INCLUDE EMERGENCY PROTOCOLS FOR OBTAINING EMERGENCY SERVICES IN
REMOTE PROJECT AREAS.
16. CONTRACTOR TO COMPLY WITH ALL EXPECTATIONS OUTLINED IN THE PIEDMONT NATURAL GAS PROJECT MANAGEMENT AND
CONSTRUCTION - CONSTRUCTION ENGINEERING STANDARD, MATERIAL HANDLING STANDARD.
17. A CONSTRUCTION SITE JOB BOX SHALL BE PLACED AT THE CONSTRUCTION STAGING AREA ADJACENT TO THE STREAM RESTORATION
WORKSPACE. THE JOB BOX SHALL CONTAIN ALL PROJECT RELATED PERMITS AND DOCUMENTATION, CONTRACTOR SAFETY PLAN,
PIEDMONT NATURAL GAS ENVIRONMENTAL, HEALTH AND SAFETY DOCUMENT, STAMPED CONSTRUCTION DOCUMENTS, RED -LINE EROSION
CONTROL PLANS, CONTRACTOR SUPPLIED SPILL PROTOCOL, EMERGENCY CONTACT INFORMATION, LOCATION OF NEAREST HOSPITAL AND
EMERGENCY SERVICES, AND FIRST AID KIT. THE SITE RAIN GAUGE SHALL BE ATTACHED TO THE POST ON WHICH THE JOB BOX IS ALSO
ATTACHED.
18. CONTRACTOR SHALL SUPPLY A FIRE EXTINGUISHER, SPILL RESPONSE KIT, FIRST AID KIT, AND ALL OTHER REQUIRED SAFETY EQUIPMENT
PER THE PIEDMONT NATURAL GAS ENVIRONMENTAL, HEALTH AND SAFETY DOCUMENT.
19. CONTRACTOR SHALL CONTACT LOCAL FIRE DEPARTMENT PRIOR TO AND AT THE COMPLETION OF PROJECT WORK.
20. ALL FUEL STORAGE SHALL BE PLACED IN SECONDARY CONTAINMENT STRUCTURE.
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. 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.
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. SEED AND STRAW 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
Know what's below.
Call before you dig.
Dial 811
Or Call 800-282.7411
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. STOCKPILED TOPSOIL OR FILL MATERIAL IS TO BE CONTAINED SO SEDIMENT RUN-OFF WILL NOT CONTAMINATE SURROUNDING AREAS OR
ENTER NEARBY STREAMS.
9. 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.
10. 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.
11. ANY AREA THAT IS DISTURBED OUTSIDE LIMITS OF CONSTRUCTION DURING THE LIFE OF THIS PROJECT SHALL BE REPAIRED BY
CONTRACTOR AT HIS EXPENSE.
12. 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.
GENERAL RESTRICTIONS
1. STAY IN ROW/EASEMENTS OR WITHIN PREDETERMINED WORKSPACE AREAS.
2. ONLY USE DESIGNATED POINTS OF ACCESS AS IDENTIFIED BY PNG INSPECTOR(S).
3. NO DIGGING, WORK, OR STORAGE WITHIN 25' OF POWER LINE OR EQUIPMENT INCLUDING GUY WIRES,
EXCEPT AT APPROVED CROSSINGS OF POWER RIGHT OF WAY DESIGNATED ON PLANS.
4. ANY DOT CROSSING NOTIFICATIONS TO BE MADE AS DICTATED BY THE PERMIT OR STATE DOT PERMIT.
5. CONTRACTOR IS RESPONSIBLE FOR KNOWING LOCATION OF ALL ENVIRONMENTALLY SENSITIVE AREA
RESTRICTIONS PERTAINING TO THIS PROJECT.
DESIGN LEGEND
PROPOSED TEMPORARY
CONSTRUCTION EASEMENT
TO BE LC.Cl1lL'l/LJ UNDISTURBED
(PERMANENT TEASEMENT)
PROPOSED PERMANENT EASEMENT
- - - 50'BUFFER
STREAM/SURFACE
WATERS
50'BUFFER
WETLAND
LIMITS OF DISTURBANCE
PROPOSED FILL
420,00
I I PROPOSED GAS LINE
----G----G- EXISTING GAS LINE
RIGHT-OF-WAY
PROPERTY LINE
-••- FENCE LINE
WOODS/HEDGE LINE
------900------ SURVEY CONTOURS/SURFACE
900 STATE LIDAR CONTOURS
EXISTING TOP OF BANK
EXISTING TOE OF BANK
- - - - EXISTING THALWEG
PROPOSED BANKFULL
PROPOSED TOE OF BANK
azo+oo PROPOSED THALWEG
PROPOSED POOL
PROPOSED TOE /BANKFULL
TRANSITION
PROPOSED POINT BAR
PROPOSED RIFFLE STRUCTURE
*0000 PROPOSED LOG STRUCTURE
g,
'b PROPOSED ANCHOR ROCK
s 4e¢
PROPOSED ROCK J-HOOK
PROPOSED STACKED ROCK
WALL
ARRRF\/IATIONS
APPROX.
B.B.
CIL
CM1, CM2, CM3
CMP
COMM
CP
DI
DIA
DIP
E
EA
ELIELEV
EOP
EX
FLC
FM
FT
H / HORIZ
HDD
IN / INV
IS
JAB
L
LF
MAX
MDPE
MIN
MH
N
N.T.S.
O.U.
OC
O.V.
FCC
PIV
P/P/L
PS
PSI
PVC
R
RD
R/W I ROW
RCP
SD
SS
SSD
STA
T.B.
TWS
T.C.E.
TYP
UGE
UGT
VIVERT
W
W.T.
X-ING
APPROXIMATE
BOTTOM OF BANK
CENTERLINE
CONSTRUCTION METHOD 1, 2, 3, ...
CORRUGATED METAL PIPE
COMMUNICATIONS
CATHODIC PROTECTION
DROP INLET
DIAMETER
DUCTILE IRON PIPE
EASTING
EACH
ELEVATION
EDGE OF PAVEMENT
EXISTING
FOREIGN LINE CROSSING
FORCE MAIN
FEET
HORIZONTAL
HORIZONTAL DIRECTIONAL DRILL
INVERT
INTERMITTENT STREAM
JACK AND AUGER BORE
LENGTH
LINEAR FEET
MAXIMUM
MEDIUM DENSITY POLYETHYLENE
MINIMUM
MANHOLE
NORTHING
NOT TO SCALE
ON CENTER
OPEN CUT
OUTSIDE DIAMETER
PORTLAND CEMENT CONCRETE
POST INDICATOR VALVE
PROPERTY LINE
PERENNIAL STREAM
POUNDS PER SQUARE INCH
POLY VINYL CHLORIDE
RADIUS
ROAD
RIGHT-OF-WAY
REINFORCED CONCRETE PIPE
STORM DRAIN
SANITARY SEWER
SOLID STATE DECOUPLER
STATION
TOP OF BANK
TEMPORARY WORKSPACE
TEMPORARY CONSTRUCTION EASEMI
TYPICAL
UNDERGROUND ELECTRIC
UNDERGROUND TELEPHONE/COMMUI
VERTICAL
WIDTH
WALL THICKNESS
CROSSING
TYPICAL STREAM STRUCTURES
STREAM RESTORATION WOTUS IMPACT TABLE
IMPACT TYPE
PURPOSE
LENGTH
DESCRIPTION
STREAMBANK
RESTORATION OF UNSTABLE STREAM
PERMANENT
STABILIZATION
331 LINEAR FEET
REACH
NATURAL CHANNEL ABANDONMENT,
PERMANENT
FILL
126 LINEAR FEET
STREAM BEND RADIUS REDUCTION
AND BANK AVULSION CORRECTION
35 LINEAR FEET (25 LF UPSTREAM
STREAM DIVERSION INLET / OUTLET
TEMPORARY
DEWATERING
AND 10 LF DOWNSTREAM OF
DAM AND PUMP AROUND STRUCTURE
RESTORATION REACH)
AND TEMPORARY STABILIZATION
PROPRIETARY & CONFIDENTIAL ALL RIGHTS RESERVED ` DO NOT SCALE THIS DRAWING ` USE DIMENSIONS ONLY
PIEDMONT'S NATURAL GAS FACILITY DRAWINGS ARE CONSIDERED CONFIDENTIAL (OM-1095) ` DRAWING IS CURRENT ONLY THROUGH THE LATEST REVISED DATE' TO INSURE THERE IS NO
RISK OF INAPPROPRIATE DISCLOSER ALL PREVIOUS PAPER COPIES OF THIS DRAWING MUST BE DESTROYED IN ACCORDANCE WITH RECORDS & INFO. MANAGEMENT (RIM) POLICY 1001
DATE REVISION(S) DESCRIPTION I BY I CHK I APPD I DESCRIPTION APPROVALS
108/20201 ISSUED FOR100% REVIEW I KADIWFBI AS JAREA CODE - REGIONAL DUKE MARSHALL STREAM RESTORATION
/21/2020 ISSUED FOR PERMITTING KADWFB AS ACCOUNT NUMBER - oprE "�r�s ENGINEER Piedmont
PROJECT NUMBER
1190706
rE
"prE
ps
MGR TECH
REC&STD
'I Natural Gas
COPYRIGHT 2015PIEDMONTNAIURALGAS CORP.
CORP. OFFICE 4720 PIEDMONT ROW DRIVE
CHARLOTTE, NC 28210
GENERAL NOTES
LINCOLN COUNTY NORTH CAROLINA
f
DRAWING BY
KAD
STATION ID
oprE
�s
PRINCIPAL
ENGINEER
CHECKERINITIAL WFB
I Fr.i=mn
24-HOUR EROSION AND
SEDIMENTATION
CONTROL CONTACT:
MR. JASON A. BROWN
PHONE: [phone]
ENGINEER'S
REPRESENTATIVE:
JEREMY DEAN
CPESC NO.: 00004207
EXPIRES: 01 /18/2021
NOT FOR CONSTRUCTION
REF. DWG(S)
SHEET(S) 18 SCALE AS SHOWN
DWG DATE 04/29/2020 SUPERSEDED
DRAWING NUMBER REVISION
C-001 2
DISCIPLINE / RESOURCE CENTER/ LINE NUMBER

-736
716— ( \ 20-INCH NATURAL m I / 734_ / I
t \ \ \ N \ \ GAS PIPELINE
_724_
I / I
\
\ \ I
I �
I
732
REFERENCE PNG-CA51-0001017
AS -BUILT INFORMATION FOR DUKE MARSHALL -LINE 451
PIPELINE DEPTH / COVER gg NATURAL GAS PROJECT PREVIOUS \
LIMITS OF DISTURBANCE
J
\\ VA EXISTING LEFT \ \ I V A \ \
\ \ TOP OF BANK
EXISTING PROJECT WORKSPACE STREAM
CROSSING NARROWED TO 70-FOOT
�\ \ 1
\ EXISTING STREAM TOE / �\ / _ i \ FOR PERMIT COMPLIANCE
EXISTING THALWEG / / \ \ \ —
EXISTING THALWEG
EXISTING LEFT
OF BANK \
STREAMREFERENCE
O
SURVEY DATA ION / AS -BUILT INFORMATION 7 NIEXISTING STREAM TOE \ \
PIPELINE DEPTH / COVER \ 9j \ \ \
\ 'EXISTING RIGHT 22 \ \ \
TOP OF BANK / \ \
o I —60a—
r- \ J \ 1 \ \ \
PIEDMONT NATURAL GAS PERMANENT
UTILITY RIGHT-OF-WAY \� ff l I I I I
EXISTING RIGHT 1
TOP OF BANK 1
\ \ \ \ \ \ ~ 20-INCH NATURAL \ \
\ \ \ \ \\ \ \ \ 02 0 \ GAS PIPELINE \ \
TEMPORARY CONSTRUCTION I \
EASEMENT /
0 40 80 Feet
i ��A G
Know what's below.
Call before you dig.
Dial 811
Or Call 800-282-7411
0�
a��Po 0�
a 01\ �y
SURVEY NOTES.
1. SURVEY INFORMATION PRESENTED IS A COMBINATION OF
COUNTY DATA, THIRD PARTY SURVEY DATA PROVIDED FROM
NATURAL GAS PIPELINE INSTALLATION, AS -BUILT NATURAL GAS
PIPELINE DATA, AND STREAM/WETLAND DELINEATION.
2. CONTRACTOR IS RESPONSIBLE FOR LOCATING ALL UTILITIES
WITHIN PROJECT AREA. AS -BUILT INFORMATION FOR NATURAL
GAS INFRASTRUCTURE WILL BE PROVIDED FOR REFERENCE OF
ANTICIPATED PIPELINE DEPTH. PIEDMONT NATURAL GAS
INSPECTORS WILL BE ON -SITE DURING CONSTRUCTION TO
MONITOR WORK NEAR PIPELINE INFRASTRUCTURE.
3. PROPERTY DEPICTED IS WITHIN PARCEL OWNED BY DENROCK
COMPANY, WHICH INCLUDES A PIEDMONT NATURAL GAS
EASEMENT.
4. ALL SURVEY, STAKING, AND UTILITY LOCATION IDENTIFICATION
IS THE RESPONSIBILITY OF THE CONSTRUCTION CONTRACTOR.
5. RELY -ON INFORMATION PROVIDED BY OWNER.
6. LIMITS OF DISTURBANCE SHOWN ON THIS SHEET IS PROVIDED
TO DEPICT THE LIMITS OF EXISTING SITE CLEARING.
7. REFERENCES TO TEMPORARY CONSTRUCTION EASEMENTS OR
WORKSPACE DEPICTED TO PROVIDE EXISTING CONDITIONS
INFORMATION RELATED TO THE NATURAL GAS PIPELINE
INSTALLATION.
ENGINEER'S
24-HOUR EROSION AND
REPRESENTATIVE:
SEDIMENTATION
JEREMY DEAN
CONTROL CONTACT:
CPESC NO.: 00004207
MR. JASON A. BROWN
EXPIRES: 01/18/2021
PHONE: [phone]
PROPRIETARY & CONFIDENTIAL ALL RIGHTS RESERVED ` DO NOT SCALE THIS DRAWING ` USE DIMENSIONS ONLY
PIEDMONT'S NATURAL GAS FACILITY DRAWINGS ARE CONSIDERED CONFIDENTIAL (OM-1095) ` DRAWING IS CURRENT ONLY THROUGH THE LATEST REVISED DATE' TO INSURE THERE IS NO
RISK OF INAPPROPRIATE DISCLOSER ALL PREVIOUS PAPER COPIES OF THIS WING UST BE DESTROYED IN ACCORDANCE WITH RECORDS & INFO. MANAGEMENT (RIM) POLICY 1001
DATE REVISION(S) DESCRIPTION BY CHK APPD DESCRIPTION APPROVALS
/08/2020 ISSUED FOR100% REVIEW KADWFB AS AREA CODE REGIONAL DUKE MARSHALL STREAM RESTORATION
/21/2020 ISSUED FOR PERMITTING KADWFB AS ACCOUNT NUMBER - DATE "s ENGINEER Piedmont
PROJECT NUMBER 1190706 rE MGR TECH I Natural Gas EXISTING CONDITIONS SURVEY
DRAWING BY KAD DATE " s REC & STD
STATION ID - rE PRINCIPAL COPYRIP. OFFICE
PIEDMONT
GAS CORP. LINCOLN COUNTY NORTH CAROLINA
ENGINEER CORP. OFFICE 4720 PIEDMONTROW DRIVE f
CHECKER INITIAL WFB DATE �s CHARLOTTE, NC28210
NOT FOR CONSTRUCTION I
REF. DWG(S)
EET(S) 3 OF 18 SCALE AS SHOWN
G DATE oazs/zozo SUPERSEDED
DRAWING NUMBER
REVISION
V-001
2
DISCIPLINE / RESOURCE CENTER/ LINE NUMBER

...».......» ............... ( I
4
\P( /�/
CONSTRUCTION ENTRANCE LOCATED a
ALONG FORNEY HILL ROAD �— P( /
/ / %
C ��p,\ PC a
pt
_ EXISTING ACCESS ROAD TO BE m
MAINTAINED AND RETURNED TO
PRE -CONSTRUCTION CONDITIONS UPON `
\ - PROJECT COMPLETION.
a o _
4 Id - Id �O
a h
O
a
n b
/
\
e`J
ING ACCESS ROAD TO BE
AINED AND RETURNED TO
L
TRUCTION CONDITIONS UPONROJECT
COMPLETION.
<\ REFERENCE PNG-C451-0001017 4
AS -BUILT INFORMATION FOR
PIPELINE DEPTH / COVER
a
_
PL _ �61.
FL JOB BOX (PERMITS, PLANS, SAFETY PLANS, ETC.), FUEL
c P` STORAGE, SPILL KIT, RAIN GAUGE, INSPECTION
REPORTS, AND FIRST AID KIT TO BE LOCATED IN STAGING AREA
_ CONSTRUCTION STAGING AREA
WITHIN EXISTING ROW. UTILIZE
\ SF-1 AT DOWNSLOPE EXTENT OF
STAGING AREA.
0
\ E
0 400 800
Feetems-
I
20-INCH NATURAL
GAS PIPELINE
ALL ACCESS AND EQUIPMENT CROSSINGS
OVER PIPELINE SHOULD INCLUDE TIMBER
MATTING TO PREVENT DAMAGE TO
UNDERGROUND NATURAL GAS PIPELINE
\ EXISTING ACCESS ROAD TO nBEMAINTAINED AND RETURNEDPRE-CONSTRUCTION CONDITION
PROJECT COMPLETION. a
- I
PIEDMONT NATURAL GAS PERMANENT
UTILITY RIGHT-OF-WAY
.�r�
EXISTING ACCESS ROAD TO BE
MAINTAINED AND RETURNED TO
PRE -CONSTRUCTION CONDITIONS UPON
PROJECT COMPLETION.
- - _v"
ALL ACCESS AND EQUIPMENT CROSSINGS
OVER PIPELINE SHOULD INCLUDE TIMBER
MATTING TO PREVENT DAMAGE TO
UNDERGROUND NATURAL GAS PIPELINE
STREAM RESTORATION
WORKSPACE
SURVEY NOTES.
1. SURVEY INFORMATION PRESENTED IS A COMBINATION OF
COUNTY DATA, THIRD PARTY SURVEY DATA PROVIDED FROM
NATURAL GAS PIPELINE INSTALLATION, AS -BUILT NATURAL GAS
PIPELINE DATA, AND STREAM/WETLAND DELINEATION.
2. CONTRACTOR IS RESPONSIBLE FOR LOCATING ALL UTILITIES
WITHIN PROJECT AREA. AS -BUILT INFORMATION FOR NATURAL
GAS INFRASTRUCTURE WILL BE PROVIDED FOR REFERENCE OF
ANTICIPATED PIPELINE DEPTH. PIEDMONT NATURAL GAS
INSPECTORS WILL BE ON -SITE DURING CONSTRUCTION TO
MONITOR WORK NEAR PIPELINE INFRASTRUCTURE.
3. PROPERTY DEPICTED IS WITHIN PARCELS OWNED BY DENROCK
COMPANY, WHICH INCLUDES A PIEDMONT NATURAL GAS
EASEMENT.
4. ALL SURVEY, STAKING, AND UTILITY LOCATION IDENTIFICATION IS
THE RESPONSIBILITY OF THE CONSTRUCTION CONTRACTOR.
5. RELY -ON INFORMATION PROVIDED BY OWNER.
6. ALL PARCELS AND LOD SHOWN ARE OWNED BY DENROCK CO.
PIEDMONT NATURAL GAS HAS PURCHASED TEMPORARY &
PERMANENT EASEMENTS FOR ALL WORKSPACE.
GENERAL SITE NOTES:
1. THE WORKSPACE WITHIN THE LOD OF THIS PROJECT CONSISTS
OF AN EXISTING ACCESS PATH, CONSTRUCTION STAGING AREA,
AND THE LIMITS SURROUNDING THE LOCATION OF STREAM
RESTORATION ACTIVITIES.
2. CONTRACTOR SHALL MAINTAIN THE EXISTING ACCESS PATH
DURING CONSTRUCTION AND RESTORE TO PRE -CONSTRUCTION
CONDITIONS PRIOR TO PROJECT COMPLETION. ACCESS PATH
ALONG ITS ENTIRE LENGTH BETWEEN FORNEY HILL ROAD AND
THE STREAM RESTORATION WORKSPACE SHALL BE MAINTAINED
IN -KIND WITH EXISTING ROAD CONDITIONS.
3. THE LENGTH OF THE ACCESS PATH SHALL REQUIRE LIMITED TO
NO CLEARING.
4. THE LOD WITHIN THE EXISTING PIEDMONT NATURAL GAS
RIGHT-OF-WAY HAS PREVIOUSLY BEEN CLEARED AND MAINTAINED
5. CLEARING WITHIN THE LOD OF THE STREAM RESTORATION
WORKSPACE SHALL BE LIMITED TO THE GREATEST EXTENT
PRACTICABLE. A MAJORITY OF THE WORKSPACE IS PROVIDED FOR
THE CONTRACTOR TO ACCESS AND SELECTIVELY CLEAR
VEGETATION TO BE USED FOR THE STREAM RESTORATION
ACTIVITIES. THE WORKSPACE HAS BEEN ENLARGED TO PREVENT
THE NECESSITY OF EXTENSIVE CLEARING FOR INSTREAM
STRUCTURE MATERIAL.
6. CLEARING SHALL BE AT THE DIRECTION OF THE STREAM
RESTORATION DESIGNER, ENGINEER, OR THEIR REPRESENTATIVE.
7. THE CONSTRUCTION ENTRANCE SHALL BE PLACED ADJACENT TO
FORNEY HILL ROAD AT THE EXISTING ROAD ACCESS POINT.
8. THE CONSTRUCTION STAGING AREA IS TO BE PLACED (AS SHOWN)
AT THE TOP OF THE SLOPE ALONG THE EXISTING RIGHT-OF-WAY,
AND BE USED FOR CONSTRUCTION MATERIALS STAGING,
STORAGE, CONSTRUCTION JOB -BOX, FUEL STORAGE,
EMERGENCY EQUIPMENT/SUPPLIES, ETC. SF-1 (NON -SENSITIVE
SILT FENCE) SHALL BE PLACED AT THE DOWNSLOPE EXTENT OF
ALL WORKSPACE.
9. ALL CROSSINGS OF UNDERGROUND NATURAL GAS PIPELINE (LINE
451) FOR ACCESS SHALL BE PROTECTED WITH TIMBER MATTING.
TIMBER MATS SHALL EXTEND, AT MINIMUM, FIVE (5) FEET EITHER
SIDE OF THE PIPELINE LOCATION.
Know what's below.
Call before you dig.
Dial 811
Or Call 880.282.7411
ENGINEER'S
24-HOUR EROSION AND
REPRESENTATIVE:
SEDIMENTATION
JEREMY DEAN
CONTROL CONTACT:
CPESC NO.: 00004207
MR. JASON A. BROWN
EXPIRES: 01/18/2021
PHONE: [phone]
PROPRIETARY & CONFIDENTIAL ALL RIGHTS RESERVED ` DO NOT SCALE THIS DRAWING ` USE DIMENSIONS ONLY
PIEDMONT'S NATURAL GAS FACILITY DRAWINGS ARE CONSIDERED CONFIDENTIAL (OM-1095) ` DRAWING IS CURRENT ONLY THROUGH THE LATEST REVISED DATE' TO INSURE THERE IS NO
RISK OF INAPPROPRIATE DISCLOSER ALL PREVIOUS PAPER COPIES OF THIS DRAWING MUST BE DESTROYED IN ACCORDANCE WITH RECORDS & INFO. MANAGEMENT (RIM) POLICY 1001
DATE REVISION(S) DESCRIPTION BY CHK ICHECKERINITIALF
DESCRIPTION APPROVALS
/08/2020 ISSUED FOR100% REVIEW KADWFBAREA CODE - rE REGIONAL DUKE MARSHALL STREAM RESTORATION
/21/2020 ISSUED FOR PERMITTING KADWFBACCOUNT NUMBER - oArE �s ENGINEER Piedmont
PROJECT NUMBER 1190706 rE MGR TECH I Natural Gas PROJECT SITE OVERVIEW
DRAWING BY KAD —E INITI— REC&STD
STATION ID - rE PRINCIPAL COPYRIP. OFFIE4720 IEDMONURO GAS CORP. LINCOLN COUNTY NORTH CAROLINA
ENGINEER CORP. OFFICE C28210 ROW DRIVE f
WFB oArE �N�r��s CHARLOTTE, NC28210
NOT FOR CONSTRUCTION
REF. DWG(S)
=T(S) 4 OF 18 ISCALE AS SHOWN
DATE 04/29/2020 ISUPERSEDED
DRAWING NUMBER REVISION
Ci-002 2
DISCIPLINE / RESOURCE CENTER/ LINE NUMBER

EXISTING NATURAL GAS
PIPELINE - SEE AS BUILT
`1l34 _ \�`� \ \\ I \ \ DRAWING FOR ELEVATION -to,
30 /
/ / \ \ \ I \ \ to,
=m=AEISROCK CO P NY
�ID 02293 Coo J
800-PG 1 tPil
66-PG 0$3Ltot) I HILLER
coo
8 \ LIMITS OF DISTURBANCE \ EANCK
H AND TIERELIC STREAM , \ Il �/ \ \ \ \ �0 °p\<op2°\S INTO ADJACENT SLOPE\\� \r \ oSTABLISH FLOODPLAIN / I I \ Jl y/� RIFFLE TRANSITION \ \ I \,00
\ \ I \ WETLAND BENCH. 11 I S / INTO BANK
— —72� — / ,EXPANDED WORKSPACE \\\\\ \\\ 10 — \ \~\ • � \ �^ti
TO ACCOMMODATE \ \ ( \\\\\ \ \ \�2 / j �\ \ \X* \ \
$ LIMITED CLEARING \ \ \ \ \ \ • • . ! �\ \
� \\ \ (� • �' • e. �S \° DENROCK COMPANY I I I
\ \ \ \\ ARMORED RIFFLE \\ '+� \ \ �e DB 1800�PG3110
/
BANKFULL \ \ 1 \ \ \ \ \ \
Y \\ \\ \ \ �� BANK TOE `I �\ .` \ '.\\'t��\ -• \ I
\\\ 720 = -•� I — 1=0° '\ �/ \ POOL \ ;i\\\`• \ \ \ \ EXPANDED WORKSPACE
f \ \� ARMORED RIFFLE T23 TO ACCOMMODATE
POINT BAR \ —'POOL _� / \ \ \\ �'\`
\ \ LIMITED CLEARING
STREAM
o \ \ ALIGNMENT`ROCK J-HOOK
POINT BAR �7zz od
EXISTING STREAM %'I, i • `.
73Y- / \ \\ \ \ ALIGNMENT 720
SPOOL
BANK TOE ` '\ • - ANCHOR ROCK \ 8
TOE WOOD (TYP.)
0 40 \ \ 80
Feet \ \ \ \\� \ \ \ STREAM RESTORATION PLAN \ ANCHOR ROCK \ ° I l
725
EXISTING RIGHT BANK
725
720
EXISTING
LEFT
BANK
720
717
715
G
715
Z
>
PROPOSED
BENCH(17.5'
TIE TO
EXISTING
BANKFULL
WIDTH) ---RIFFLE
79
EXISTING
GRADE
RIFFLE
TIE
TO EXISTING
PROPOSED
THALWE
_
O
IleW
Z 710
RUN
RUN
'
710 W
POOL
TOP
RUN
OF
20"
PIPE
GASLINE
= 705.17
POOL
Pool
705
I
705
I
J
t-100
700
0+00 0+25 0+50 0+75 1+00 1+25 1+50 1+75 2+00 2+25 2+50 2+7-6/9
STREAM RESTORATION PROFILE oPOSEDTHALWEG
HORIZ. SCALE 1" = 20'
VERT. SCALE 1" = 4'
STREAM RESTORATION LEGEND
e LIMITS OF DISTURBANCE
L,m�m_,m�mJ
PROPOSED FILL
PROPOSED POOL
PROPOSED TOE /BANKFULL
TRANSITION
PROPOSED POINT BAR
PROPOSED RIFFLE STRUCTURE
*0000 PROPOSED LOG STRUCTURE
PROPOSED ANCHOR ROCK
PROPOSED ROCK J-HOOK
PROPOSED STACKED ROCK
WALL
GENERAL NOTES.
1. ELEVATIONS OF ALL STRUCTURES SHALL BE CONFIRMED.
2. ALL STRUCTURES SHALL BE CONSTRUCTED PER SPECIFICATIONS
IDENTIFIED ON SHEET CS103, STREAM RESTORATION STRUCTURE
DETAILS.
3. THE ENGINEER, OR THEIR REPRESENTATIVE, SHALL CONFIRM
PROPER INSTALLATION OFINSTREAM STRUCTURES.
4. CLEARING SHALL BE LIMITED TO SELECTIVE CLEARING FOR
INSTREAM STRUCTURE USE AND SHALL COMPLY WITH THE
GENERAL NOTES PROVIDED ON SHEET C-001.
PROPRIETARY & CONFIDENTIAL ALL RIGHTS RESERVED ` DO NOT SCALE THIS DRAWING ` USE DIMENSIONS ONLY
PIEDMONT'S NATURAL GAS FACILITY DRAWINGS ARE CONSIDERED CONFIDENTIAL (OM-1095) ` DRAWING IS CURRENT ONLY THROUGH THE LATEST REVISED DATE' TO INSURE THERE IS NO
RISK OF INAPPROPRIATE DISCLOSER ALL PREVIOUS PAPER COPIES OF THIS DRAWING MUST BE DESTROYED IN ACCORDANCE WITH RECORDS & INFO. MANAGEMENT (RIM) POLICY 1001
DATE REVISION(S) DESCRIPTION BY CHK APPD DESCRIPTION APPROVALS
/08/2020 ISSUED FOR100% REVIEW KADWFB AS AREA CODE REGIONAL DUKE MARSHALL STREAM RESTORATION
/21/2020 ISSUED FOR PERMITTING KADWFB AS ACCOUNT NUMBER - oArE �s ENGINEER v Piedmont
PROJECTNUMBER 1190706 rE MGRTECH I Natural Gas STREAM RESTORATION PLAN & PROFILE
DRAWING BY KAD —E I"Ir"ems REC&STD
STATION ID - rE PRINCIPAL COPYRIGHT2015 PIEDMONT NATURAL GAS CORP. LINCOLN COUNTY NORTH CAROLINA
ENGINEER CORP. OFFICE 4720 PIEDMONTROW DRIVE f
CHECKER INITIAL WFB oArE �s CHARLOTTE, NC28210
24-HOUR EROSION AND
SEDIMENTATION
CONTROL CONTACT:
MR. JASON A. BROWN
PHONE: [phone]
ENGINEER'S
REPRESENTATIVE:
JEREMY DEAN
CPESC NO.: 00004207
EXPIRES: 01 /18/2021
�\0 Know what's below.
^ Call before you dig.
Dial 811
Or Call 800-282.7411
NOT FOR CONSTRUCTION
REF. DWG(S)
SHEET(S) 5 OF 18 SCALE AS SHOWN
DWG DATE 04/29/2020 SUPERSEDED
DRAWING NUMBER REVISION
CS101 2
DISCIPLINE / RESOURCE CENTER/ LINE NUMBER

Duke Line 451 PS 29 Killian Creek
Geomorphic Variables
Existing Conditions
Design Criteria
PS 29 Killian Creek
Referee Condition
Killian Creek
Mean
Min
Max
Mean
Min
N/A
N/A
Max
N/A
N/A
Mean
5.17
Min Max
N/A N/A
Drainage Area (square miles)
5.77
N/A
N/A
5.77
Stream Type (Rosgen)
C5
N/A
N/A
C5
CS
N/A N/A
DIMENSION VARIABLES
W bkf (Bankfull width in feet)
36.0
32.00
1 .00
35.00
31.50
38.50
35.3
3.6
88.0
128.4
9.8
2.5
5.8
10.78
r1.61
32.47
38.10
Dbkf(Bankfull mean depth in feet)
3.9
4.10
3.71
3.82
3.25
4.39
3.67
3.54
W fpa (Width offloodprone area)
118.5
62.00
175.00
77.00
69.30
84.70
83.40
92.50
Abkf(Cross-sectional Area)
139.8
131.11
148.50
133.75
113.69
153.81
119.19
135.00
Wbkf/ Dbkf ratio
9.22
7.22
11.22
9.16
7.16
11.16
8.85
10.75
Wfpa/Wbkf(Entrenchmentratio)
3.29
1.94
5.47
2.20
2.20
2.69
2.57
2.43
Dmax(Max depth at bankfull)
5.7
5.20
6.20
5.73
4.59
6.88
5.65
5.95
Dmaxtob (Maxdepth at top ofbank)
9.9
9.30
10.50
5.50
5.00
6.00
10.80
11.94
Dmax/Dbkf(Maxdepth ratio)
1.46
1.33
1.59
1.50
1.41
1.57
1.54
1.65
Dmaxtob/Dmax (Bank ht ratio)
1.74
1.561.91
0.96
0.86
1.06
1 1.67
2.04
PATTERN VARIABLES
Lm(Meander length in feet)
486.0
N/A
N/A
332.5
262.5
437.5
268.5
207
330
Re (Radius of Curvature in feet)
64.5
45.0
84.0
80.5
47.3
88.6
54.75
40.7
68.8
Larc(Arelength in feet)
100.0
90.0
110.0
91.0
50.4
161.7
65.5
48
83
W bIt (Belt width in feet)
114.5
101.00
128.00
140.0
96.3
175.0
107
93
121
K (Sinuosity)
1.52
N/A
N/A
1.52
1.3
1.7
1.48
N/A
N/A
Lm/Wbkf(Meanderlength ratio)
13.5
N/A
N/A
9.5
7.5
12.5
7.6
5.9
9.4
Rc/Wbkf(Radius ofCurve ratio)
1.8
1.3
2.6
2.3
1.4
N/A
1.6
1.2
1.9
Larc/Wbkf(Are length ratio)
2.8
2.5
3.1
2.6
1.4
4.6
1.9
1.4
2.4
Wblt/Wbkf(Meander width ratio)
3.2
2.8
3.6
4.0
2.8
5.0
3.0
2.6
3.4
PROFILE VARIABLES
Sval (Valley slope, ft/ft))
0.0041
N/A
N/A
0.0041
N/A
N/A
0.0043
N/A
N/A
Schan (Channel slope, 11/11)
0.0027
N/A
N/A
0.0027
N/A
N/A
0.0029
N/A
N/A
Srif (Riffle slope, ft/ft)
0.016
0.007
0.26
0.00675
0.00486
0.0081
0.016
0.014
0.018
Spool (Pool slope, ft/ft)
0.0005
0.00001
0.001
0.00054
0.00027
0.00108
0.0015
0.001
0.002
Srif/Schan (Riffle slope ratio)
5.93
2.59
96.30
2.50
1.80
3.00
5.52
4.83
6.21
SpooUSchan (Pool slope ratio)
0.19
0.00
037
0.2
0.1
0.4
0.52
0.34
0.69
Dmaxpool (MaxPool depth in feet)
9.9
9.40
10.30
8.60
6.69
13.38
7.08
6.92
7.24
W pool (Width of pool in feet)
34.4
32.30
36.40
38.50
34.65
42.35
44.35
40.20
48.50
Lriffle (Length of riffle in feet)
76.4
63.20
89.50
24.50
10.50
52.50
42.25
25.30
59.20
Lpool (Length of pool in feet)
62.4
48.60
76.20
59.00
45.50
72.50
74.90
67.50
82.30
Lps (Pool -pool spacing in feet)
180.0
135.00
225.00
117.50
90.00
145.00
134.75
76.30
193.20
DmaxpooUDbkf(Max pool depth ratio)
2.52
2.41
2.64
2.25
1.75
3.50
1.96
1.92
2.01
Wpool/Wbkf(Pool width ratio)
0.95
0.90
1.01
1.10
0.99
1.21
1.26
1.14
1.37
Lriffle/Wb kf (Riffle length ratio)
2.12
1.76
2.49
0.70
0.30
1.50
1.20
0.72
1.68
*LpooFWbkf(Pool length ratio)
1.73
1.35
2.12
1.69
1.30
2.07
2.12
1.91
2.33
** Lps/Wbkf(Pool-pool spacing ratio)
5.00
1 3.75
1 6.25
3.36
1 2.57
1 4.14
3.82
1 2.16
5.48
(AT LEAST 17.5- WIDTH)
EMMMMMM
STATION 1+40.41 CROSS SECTION
730
730
PROPOSED BANKFU LL BENCH
(AT LEAST 17.5' WIDTH)
72s
72s
Wbkf
37.0'
-
720
720
M
O
a 715
715
o
iiiiiii
❑
w
z
w
710
PROPOSED
CUT
710
EXISTING GRADE
PROPOSED FILL
70s
705
TOP OF 20" GAS*
LINE700
-60 -50 AO -30 -20 -10 0 10 20 30 40 50 60 70
CROSS SECTIONAL STATION
Scale: H: V=20', V: V=5'
GENERAL NOTES.
1. PIPELINE ELEVATION AND EXISTING GRADE SURFACE ELEVATIONS
ARE BASED ON AS -BUILT SURVEY DATA (MASER), COUNTY CONTOUR
DATA, AND FIELD SURVEY. ALL SURFACE ELEVATIONS AND PIPELINE
DEPTH / COVER ARE TO BE FIELD VERIFIED BY THE CONSTRUCTION
CONTRACTOR. AS -BUILT SURVEY FILES ARE AVAILABLE UPON
REQUEST.
PROPRIETARY & CONFIDENTIAL ALL RIGHTS RESERVED ` DO NOT SCALE THIS DRAWING ` USE DIMENSIONS ONLY
PIEDMONT'S NATURAL GAS FACILITY DRAWINGS ARE CONSIDERED CONFIDENTIAL (OM-1095) ` DRAWING IS CURRENT ONLY THROUGH THE LATEST REVISED DATE -TO INSURE THERE IS NO
RISK OF INAPPROPRIATE DISCLOSER ALL PREVIOUS PAPER COPIES OF THIS DRAWING MUST BE DESTROYED IN ACCORDANCE WITH RECORDS & INFO. MANAGEMENT (RIM) POLICY 1001
DATE REVISION(S) DESCRIPTION BY CHK APPD DESCRIPTION APPROVALS
/08/2020 ISSUED FOR100% REVIEW KADWFB AS AREA CODE REGIONAL DUKE MARSHALL STREAM RESTORATION
/21/2020 ISSUED FOR PERMITTING KADWFB AS ACCOUNT NUMBER - DATE "s ENGINEER Piedmont
PROJECT NUMBER 1190706 MGRTECH I Natural Gas GEOMORPHOLOGY AND CROSS -SECTIONS
DRAWING BY KAD DATE " s REC & STD
STATION ID - rE PRINCIPAL COPYRIGHT2015 PIEDMONT NATURAL GAS CORP. LINCOLN COUNTY NORTH CAROLINA
ENGINEER CORP. OFFICE4720 PIEDMONTROW DRIVE f
CHECKER INITIAL WFB DATE �s CHARLOTTE, INC 28210
24-HOUR EROSION AND
SEDIMENTATION
CONTROL CONTACT:
MR. JASON A. BROWN
PHONE: [phone]
ENGINEER'S
REPRESENTATIVE:
JEREMY DEAN
CPESC NO.: 00004207
EXPIRES: 01 /18/2021
Know what's below.
Call before you dig.
Dial 811
Or Call 800-282-7411
NOT FOR CONSTRUCTION
REF. DWG(S)
EET(S) 6 OF 18 SCALE AS SHOWN
G DATE oa29/2020 SUPERSEDED
DRAWING NUMBER REVISION
CS102 2
DISCIPLINE / RESOURCE CENTER/ LINE NUMBER

max 5 7%�
3x�
BACKFILL WITH #4 AND
#57 STONE, THEN LINE ....1 /3
WITH NON -WOVEN
GEOTEXTILE FABRIC
X
CHINK GAPS WITH # 4 AND
#57 STONE, LINE WITH
WOVEN GEOTEXTILE
BACKFILLWITH #4AND #57 1/3BKF 1/3Bl—/-1/3Bl—/-1/3Bl 1/3BKF
STONE
ROCKJ-HOOK ROCKJ-HOOK
PROFILE VIEW (TYPICAL) PLAN VIEW (TYPICAL)
NOT TO SCALE NOT TO SCALE
Dmax 5 7%----� x
3x�
BACKFILL WITH #4 AND
#57 STONE, THEN LINE ...............1 /3
WITH NON -WOVEN
GEOTEXTILE FABRIC
X
CHINK GAPS WITH # 4 AND
#57 STONE, LINE WITH
WOVEN GEOTEXTILE
BACKFILLWITH #4AND #57 1/3BKF 113BKF—I-1/3BKF—I-1/3Bl<F 1/31NKF
STONE
ROCK CROSS VANE ROCK CROSS VANE
PROFILE VIEW (TYPICAL) PLAN VIEW (TYPICAL)
NOT TO SCALE NOT TO SCALE
INSTALL LAYER OF NATIVE DEBRIS,
!!
U
ROOTWAD FOOTER/SILL-g7(
(RECOMMEND WILLOW BRANCHES
PRIOR TO PLACING VANE ARM LOG.
CAP STONE
113 BKF
11
X
TACK NON -WOVEN
y
FILTER FABRIC EVERY 1'
WITH 1.5" ROOFING NAILS.
l
BACKFILL WITH NATURAL
' •••••••••
SUBSTRATE.
LINE WITH NON -WOVEN FILTER FABRIC.
BACKFILL WITH #4 AND # 57 STONE AND
NATURAL SUBSTRATE.
1/3 X
BURY USING
RIFFLESUBSTRATE
1/2 BKF 1/2 BKF
ROCKILOG J-HOOK
PLAN VIEW (TYPICAL)
NOT TO SCALE
LEFT RIGHT
CHANNELBANK CHANNELBANK
,BANKFULL Q�
/ -�- ROOTWAD
51 FOOTER
r _ (TYPICAL)
SCOUR STREAM
HOLE CHANNEL
THALWEG
TOE WOOD
CROSS SECTION SECTION VIEW (TYPICAL
NOT TO SCALE
SILL
COVER FINAL LAYER OF
BRUSH WITH 1 FOOT OF
DIRT / SOD MAT
ALTERNATE ANGLE BRUSH
PER LAYER.OPPOSING
30' - 45' ANGLES
DI ER LOG
(O IONAL)
PIN ROCK T �� •••
/4 Bkf�
URY USING
LE SUBSTRAT
1/3 Bkf 1/3 Bld 1/3 Bkf
NATURAL FOOTING
TOE WOOD (ROOTWADS/LOGS)
PLAN VIEW�PICAL)
NOT TO SCALE
Ilk.
Bs�
ml ®
Qi
III III �
III�II
111911-
"
-
III III III III-
STREANIBANK
ROLLED EROSION CONTROL
PRODUCT (COIR ]SATTING)
INS I' A I.I.% I' ION 1- 1 ill,
STREAM STABILIZATION
LIVE STAKING CROSS-SECTION
NOTES
ROOTED/LEAFED CONDITION OF
THE LIVING PLANT MATERIAL IS
NOT REPRESENTATIVE AT THE
TIME OF INSTALLATION.
STREAM FORM NG FLOWTEE
'
BASE FLOW
o — 2TO 3
STRE AMB° _- (TRIANGULAR SPACING)
Know what's below.
Call before you dig.
Dial 811
Or Call 800-282-7411
PROPRIETARY & CONFIDENTIAL ALL RIGHTS RESERVED ` DO NOT SCALE THIS DRAWING ` USE DIMENSIONS ONLY
PIEDMONT'S NATURAL GAS FACILITY DRAWINGS ARE CONSIDERED CONFIDENTIAL (OM-1095) ` DRAWING IS CURRENT ONLY THROUGH THE LATEST REVISED DATE' TO INSURE THERE IS NO
RISK OF INAPPROPRIATE DISCLOSER ALL PREVIOUS PAPER COPIES OF THIS DRAWING MUST BE DESTROYED IN ACCORDANCE WITH RECORDS & INFO. MANAGEMENT (RIM) POLICY 1001
DATE REVISION(S) DESCRIPTION I BY I CHK I APPD I DESCRIPTION APPROVALS
108/20201 ISSUED FOR 100% REVIEW I KADIWFBI AS JAREA CODE - REGIONAL DUKE MARSHALL STREAM RESTORATION
/21/2020 ISSUED FOR PERMITTING KADWFB AS ACCOUNT NUMBER - SATE IwTIALs ENGINEER Piedmont
PROJECTNUMBER
1190706
TE
SATE
As
MGR TECH
REC&STD
'I Natural Gas
COPYRIGHo2015PIEDMONTNATURAL GAS CORP.
CORP. OFFICE 4720 PIEDMONT ROW DRIVE
CHARLOTTE, NC28210
STREAM RESTORATION STRUCTURE DETAILS
LINCOLN COUNTY NORTH CAROLINA
f
DRAWING BY
KAD
STATION ID -
TE
SATE
As
PRINCIPAL
ENGINEER
CHECKER INITIAL WFB
24-HOUR EROSION AND
SEDIMENTATION
CONTROL CONTACT:
MR. JASON A. BROWN
PHONE: [phone]
ENGINEER'S
REPRESENTATIVE:
JEREMY DEAN
CPESC NO.: 00004207
EXPIRES: 01 /18/2021
NOT FOR CONSTRUCTION
REF. DWG(S)
EET(S) 7 OF 18 SCALE AS SHOWN
G DATE "29/2020 SUPERSEDED
DRAWING NUMBER
REVISION
CS103
2
DISCIPLINE / RESOURCE CENTER/ LINE NUMBER

OC
3
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/
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ERNMX-308 WETLAND
REVEGETATION 1
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APPROXIMATE TREE
\ LOCATION 2 / `• ',' A> �` `" \ o
\ /'' r .'.`•.. / ERNMX-307 RIPARIAN AND LIVE
t I So WILLOW STAKES REVEGETATION
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\ \ �: / REVEGETATION
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i
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\
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1r APPROXIMATE TREE \ \ \ \ \ �3s\ Loo oD LOD—Loo=roD \ \ \
LOCATION �D OD —
\ �\ \ \ \ Loo—Loo—L � \ \ '726-
e1�L, Loo Loo-
-1\ \ \
-1`0/ Loo LOD��LOD= Loo= Loo—LOD>�L \�D \ \ \ \ \ \ ,4p\ o \ \ \ \ `72g \
1��LOD j % -�- \ \ \ \ \ \ \ \ \,4 \ \ N \ —730 \
�40\ 40 80
STREAM RESTORATION REVEGETATION PLAN Feet
DATE iREVISION(S) DESCRIPTION
/08/2020 ISSUED FOR 100% REVIEW
REVEGETATION PLAN NOTES:
1. FOR THE PURPOSES OF THIS REVEGETATION PLAN, THE RIPARIAN STREAM BUFFER IS
DEFINED AS THE AREA ADJACENT TO THE STREAM MEASURED FROM THE BANKFULL
ELEVATION TO 25-FEET UP GRADIENT OF THE BANKFULL ELEVATION.
2. TREES NOR SHRUBS ARE TO BE PLANTED WITHIN THE EXISTING UTILITY RIGHT-OF-WAY.
PERMANENT SEEDING AND LIVE STAKE INSTALLATION, AS SPECIFIED, IS THE EXTENT OF
REVEGETATION ACTIVITIES WITHIN THE RIGHT-OF-WAY.
3. PORTIONS OF THIS REVEGETATION PLAN ARE ALSO DEPICTED IN THE EROSION CONTROL
PLAN. ITEMS DEPICTED ON BOTH PLANS SHOULD BE UNDERSTOOD TO BE THE SAME ITEM,
AND SHOULD NOT BE CONSIDERED TWICE IN PRICE ESTIMATION / BIDDING.
4. PORTIONS OF THE LOD NOT DISCUSSED IN THIS REVEGETATION PLAN SHALL BE
REVEGETATED PER THE EROSION CONTROL PLAN.
TREE / SHRUB PLANTING NOTES:
1. THREE -GALLON CONTAINER TREES SHOULD BE PLANTED AS SHOWN ON THE REVEGETATION
PLAN.
2. SPACE AND OFFSET TREES TO ALLOW FOR NATURAL APPEARANCE AND DISTRIBUTION.
3. DO NOT PLANT TREES OR SHRUBS WITHIN THE EXISTING NATURAL GAS UTILITY RIGHT OF
WAY.
4. LIVE WILLOW STAKES (Salixnigra) ARE TO BE INSTALLED BETWEEN BANKFULL AND THE TOE
OF SLOPE AT NORMAL WATER SURFACE ELEVATION (2-FOOT ON CENTER IN TRIANGLE
PLANTING PATTERN). [APPROX. 2,500 LIVE STAKES OVER 8,823 SQUARE FEET]
5. THE FOLLOWING TREE SPECIES SHALL BE UTILIZED FOR REVEGETATION OF THE RIPARIAN
STREAM BUFFER AS DEPICTED:
5.1. RIVER BIRCH (Betula nigra) [51
5.2. RED MAPLE (Acerrubrum) [51
5.3. BLACK WALNUT (Juglans nigra) [101
5.4. AMERICAN ELM (Ulmus americana) [51
5.5. SILKY DOGWOOD (Corns amomum) [51
6. SHRUB SPECIES SHALL BE PLANTED WITHIN THE RIPARIAN STREAM BUFFER ALONG THE
ENTIRE STREAM RESTORATION REACH, ASIDE FROM PORTIONS OF THE RIPARIAN BUFFER
WITHIN THE EXISTING UTILITY RIGHT-OF-WAY.
7. AN EQUAL DISTRIBUTION OF SHRUBS OF THE FOLLOWING SPECIES SHALL BE UTILIZED FOR
REVEGETATION OF THE RIPARIAN STREAM BUFFER.
7.1. BUTTONBUSH (Cephalanthus occidentails) [101
7.2. SPICEBUSH (Lindera benzoin) [101
7.3. ELDERBERRY (Sambuns Nigra ssp. canadensis) [101
7.4. SOUTHERN ARROWWOOD (Viburnum dentatum) [101
7.5. POSSUMHAW (Viburnum nudum) [101
7.6 WI LD AZALEA (Rhododendron penclymenoides) [10]
PERMANENT SEEDING NOTES:
1. THE ENTIRE STREAM RESTORATION REACH, FROM TOE OF SLOPE AT NORMAL STREAM FLOW
ELEVATION TO THE EDGE OF THE 25-FOOT RIPARIAN BUFFER, MEASURED FROM BANKFULL
ELEVATION, SHALL BE RESEEDED WITH ERNMX-307 (NC PIEDMONT RIPARIAN SEED MIX). THE
FLOODPLAIN / WETLAND BENCH SHALL BE RESEEDED WITH ERNMX-308 (NC PIEDMONT
WETLAND SEED MIX) AS SHOWN.
2. BROADCAST SEEDING SHALL OCCUR AT A RATE OF 20 LBS / ACRE.
3. SOIL NUTRIENT CONTENT SHOULD BE EVALUATED TO ENSURE GERMINATION. SOIL
AMENDMENTS MAY BE APPLIED PER SOIL TESTING RESULTS OR PER THE PERMANENT AND
TEMPORARY SEEDING SPECIFICATIONS PROVIDED IN THE EROSION CONTROL DETAILS.
4. DURING POST CONSTRUCTION MAINTENANCE, SEED SHALL BE REAPPLIED AS NECESSARY
TO OBTAIN COVERAGE OF RIPARIAN SPECIES UTILIZING ERNMX-307 AND ERNMX-308 SEED
MIXES IN LOCATIONS SPECIFIED ON THE PLAN.
POST CONSTRUCTION REVEGETATION MONITORING NOTES.
1. MONITORING OF VEGETATION AND SEED GERMINATION SHALL OCCUR PER NCDEQ EROSION
CONTROL INSPECTION REQUIREMENTS ASSOCIATED WITH THE NCG01 GENERAL
CONSTRUCTION STORMWATER PERMIT. APPROPRIATE SEED PER THE REVEGETATION AND
EROSION CONTROL PLAN, SHALL BE APPLIED AS REQUIRED TO OBTAIN REQUIRED
COVERAGE AND DENSITY FOR PERMIT NOTICE OF TERMINATION (NOT).
2. ONE YEAR AFTER PROJECT COMPLETION, A VEGETATION SURVEY SHALL OCCUR TO
EVALUATE TREE AND SHRUB SURVIVAL. IF THE ONE-YEAR SURVEY DOES NOT SHOW 80%
SURVIVAL OF TREES AND SHRUBS PLANTED, SUPPLEMENTAL SPECIES SHALL BE PLANED TO
REPLACE THOSE WHICH DID NOT SURVIVE.
3. ALL INSPECTION AND SURVEY REPORTS, ALONG WITH PHOTO DOCUMENTATION, SHALL BE
MADE AVAILABLE TO POND UPON REQUEST.
REVEGETATION LEGEND:
7
THREE -GALLON
NURSERY TREES [30]
LIVE WI LLO W STAKES (Salix Nigra)
PLANTING ZONE
(TRIANGULAR PATTERN)
[8,823 SQUARE FEET,
-2,500 LIVE STAKES]
SEED [0.50 ACRES]
EDMONT RIPARIAN
Know what's below.
ERNMX - 308 NC PIEDMONT WETLAND Call before you dig.
Dial 811
SEED [0.10 ACRES] OrCalll80282-7411
PROPRIETARY & CONFIDENTIAL ALL RIGHTS RESERVED * DO NOT SCALE THIS DRAWING * USE DIMENSIONS ONLY
PIEDMONT'S NATURAL GAS FACILITY DRAWINGS ARE CONSIDERED CONFIDENTIAL (OM-1095) * DRAWING IS CURRENT ONLY THROUGH THE LATEST REVISED DATE * TO INSURE THERE IS NO
RISK OF INAPPROPRIATE DISCLOSER ALL PREVIOUS PAPER COPIES OF THIS DRAWING MUST BE DESTROYED IN ACCORDANCE WITH RECORDS & INFO. MANAGEMENT (RIM) POLICY 1001
BY CHK APPD DESCRIPTION APPROVALS
KADWFB AS AREA CODE NIT­REGIGNAL DUKE MARSHALL STREAM RESTORATION
KADWFB AS ACCOUNT NUMBER - DATE "s ENGINEER Piedmont
PROJECT NUMBER 1190706 rE MGR TECH I Natural Gas STREAM RESTORATION REVEGETATION PLAN
DRAWING BY KAD DATE " s REC & STD
STATION ID - rE PRINCIPAL COPYRIGHT2015 PIEDMONT NATURAL GAS CORP. LINCOLN COUNTY NORTH CAROLINA
ENGINEER CORP. OFFICE 4720 PIEDMONTROW DRIVE f
CHECKER INITIAL WFB DATE �s CHARLOTTE, NC28210
24-HOUR EROSION AND
ENGINEER'S
SEDIMENTATION
REPRESENTATIVE:
CONTROL CONTACT:
JEREMY DEAN
MR. JASON A. BROWN
CPESC NO.: 00004207
PHONE: [phone]
EXPIRES: 01/18/2021
NOT FOR CONSTRUCTION
REF. DWG(S)
EET(S) 8 OF 18 ISCALE AS SHOWN
G DATE "29/2020 SUPERSEDED
DRAWING NUMBER
REVISION
CS104
2
DISCIPLINE / RESOURCE CENTER/ LINE NUMBER

EROSION, SEDIMENTATION, AND POLLUTION CONTROL PLAN GENERAL NOTES
(IN CONFORMANCE WITH NC GENERAL CONSTRUCTION STORMWATER PERMIT NO. NCG01)
OWNER/ PIEDMONT NATURAL GAS COMPANY, INC.
PRIMARY ADDRESS: 4720 PIEDMONT ROW DRIVE
PERMITEE: CHARLOTTE, NC 30666
PHONE: [phone]
CONTACT: JASON BROWN
EMAIL: [e-mail]
ENGINEER: ANDREW SWIFT - POND & COMPANY
3500 PARKWAY LANE, SUITE 500
PEACHTREE CORNERS, GEORGIA 30092
PHONE: [phone]
FAX: [phone]
ENGINNEITS REPRESENTATIVE: JEREMY DEAN
CPESC # 00004207 EXPIRES: 01/18/2021
CONTRACTOR: WOFFORD EARTHWORKS LLC.
24-HOUR EROSION AND SEDIMENT CONTROL CONTACT: JASON A. BROWN
TOTAL PROJECT AREA: 6.30
DISTURBED AREA: 6.30
DESCRIPTIONS OF THE EXISTING SITE AND THE PROPOSED PROJECT:
THE PROJECT AREA CURRENTLY CONSISTS OF MAINTAINED NATURAL GAS UTILITY
RIGHT-OF-WAY. ADJACENT TO THE UTILITY RIGHT-OF-WAY CORRIDOR ARE PRIVATELY OWNED
PARCELS. THE PROPOSED PROJECT WOULD NOT CHANGE LAND USE OR PROPERTY
OWNERSHIP. THE PROJECT CONSISTS OF A STREAM RESTORATION IN WHICH ANY LAND
UTILIZED OUTSIDE OF THE PIEDMONT NATURAL GAS RIGHT-OF-WAY WOULD BE ACQUIRED FOR
TEMPORARY ACCESS TO COMPLETE THE PROJECT. THE PROJECT WORKSPACE (LOD) INCLUDES
THE STREAM RESTORATION ACTIVITIES, STAGING AREA, AND EXISTING ACCESS ROAD.
EXISTING LAND USE: UTILITY LINE EASEMENT, ADJACENT UNDEVELOPED PRIVATELY OWNED
PROPERTY
PROPOSED LAND USE: UNCHANGED - UTILITY EASEMENT, ADJACENT UNDEVELOPED
PRIVATELY OWNED PROPERTY
GPS COORDINATES OF SITE: 35.508639,-81.038862
NAME OF RIVER BASIN: CATAWBA RIVER WATERSHED
CATAWBA RIVER WATERSHED IS SUBJECT TO BUFFER RULES ALONG MAINSTEM CATAWBA RIVER
AND ASSOCIATED LAKES. THERE IS NO STATE REGULATED BUFFER WITHIN PROJECT AREA.
AREA OF ON -SITE WETLANDS: 0.00 AC
NAME OF RECEIVING WATERS: KILLIAN CREEK, CLASSIFICATION: C, STREAM INDEX: 11-119-2-(0.5)
PRE -CONSTRUCTION CURVE NUMBER = 55
POST -CONSTRUCTION CURVE NUMBER = 55
CONSTRUCTION SEQUENCE AND PHASING:
AS A STREAM RESTORATION PROJECT IS INHERENTLY A EROSION CONTROL RELATED
PROJECT, THE PROJECT CONSTRUCTION SEQUENCE AND PHASING FOLLOWS THE
EROSION CONTROL INSTALLATION SEQUENCE. THE PROJECT CONSTRUCTION
SEQUENCE IS AS FOLLOWS:
PHASE I:
PHASE I INVOLVES THE INSTALLATION OF ALL PERIMETER BEST MANAGEMENT
PRACTICES (BMPS) SUCH AS SILT FENCE, COMPOST FILTER SOCK, SILT FENCE OUTLETS,
CONSTRUCTION ENTRANCES, ETC. IT ALSO INCLUDES THE NECESSARY STAGING FOR
PUMP AROUND DEVICE, TURBIDITY CURTAIN, AND TEMPORARY STREAM CROSSING.
PHASE II:
ONCE ALL PHASE I PERIMETER MEASURES ARE INSTALLED, MINOR CLEARING AND
GRADING MAY COMMENCE. AS THE PROJECT AREA CONSISTS OF A MAINTAINED UTILITY
CORRIDOR, ONLY MINOR CLEARING AND GRADING WILL BE NECESSARY, AND WILL
OCCUR AT THE DIRECTION OF THE ENGINEER, OR THEIR REPRESENTATIVE. PHASE II
BMPS WILL INCLUDE TEMPORARY STABILIZATION MEASURES SUCH AS MULCHING,
TEMPORARY SEEDING, DUST CONTROL, ETC. DUE TO THE SIZE OF THE STREAM
INVOLVED WITH THE STREAM RESTORATION, A DIVERSION CHANNEL IS NOT FEASIBLE. A
PUMP AROUND DEVICE WILL BE UTILIZED DURING ACTIVE WORK WITHIN THE CHANNEL.
THE STREAM RESTORATION CONTRACTOR SHALL INSTALL A TURBIDITY CURTAIN AT THE
DOWNSTREAM EXTENT OF THE PROJECT AREA TO MINIMIZE THE MIGRATION OF
SEDIMENT DOWNSTREAM WHILE CONDUCTING STREAM BANK WORK WHEN / IF THE PUMP
AROUND DEVICE IS NOT IN USE. THE CONTRACTOR WILL ALSO UTILIZE EARTHEN
COFFERDAMS DURING THE INSTALLATION OF STREAM BANK, AND ADJACENT,
STRUCTURES TO SEGREGATE THE WORKSPACE AND REDUCE INSTREAM
SEDIMENTATION. THE IMPLEMENTATION OF THE STREAM RESTORATION DESIGN WILL
OCCUR DURING PHASE II. ANY WOODY MATERIAL THAT MUST BE CLEARED FROM THE
SITE SHALL BE PRESERVED FOR USE AS INSTREAM STRUCTURES IN ACCORDANCE WITH
THE STREAM RESTORATION DESIGN PLAN.
PHASE III:
PHASE III INCLUDES FINAL GROUND STABILIZATION ONCE ALL CONSTRUCTION
ACTIVITIES HAVE BEEN COMPLETED. PHASE III BMPS INCLUDE FINAL SEEDING (AS
PRESCRIBED BY THESE PLANS), DUST CONTROL, MULCHING, REVEGETATION (PER THE
REVEGETATION PLAN), ETC. ONCE FINAL GROUND STABILIZATION HAS OCCURED AND
THE NCDEQ EROSION CONTROL INSPECTOR HAS APPROVED THE SITE FOR PROJECT /
PERMIT CLOSEOUT, ALL PERIMETER MEASURES MAY BE REMOVED. ANY GROUND
DISTURBANCE THAT OCCURS DURING TEMPORARY MEASURE REMOVAL SHALL BE
REPAIRED, STABILIZED, AND SEEDED.
GENERAL EROSION CONTROL NOTES
1. NO WORK SHALL COMMENCE UNTIL THE NORTH CAROLINA CONSTRUCTION STORMWATER NCG01 PERMIT AUTHORIZATION IS
RECEIVED, THE NOTICE OF INTENT IS SUBMITTED, AND THE CERTIFICATE OF COVERAGE IS RECEIVED.
2. THERE ARE JURISDICTIONAL WATER FEATURES ON SITE. NO WORK INVOLVING JURISDICTIONAL FEATURES SHALL OCCUR UNTIL
THE APPROPRIATE USACE NATIONWIDE PERMIT AUTHORIZATION IS RECEIVED.
2. PRIOR TO INITIATING WORK, SCHEDULE PRE -CONSTRUCTION MEETING WITH NORTH CAROLINA DEPARTMENT OF
ENVIRONMENTAL QUALITY (NCDEQ) DIVISION OF ENERGY, MINERAL, AND LAND RESOURCES (DEMLR), LAND QUALITY SECTION,
MOORESVILLE REGIONAL OFFICE (704-663-1699) 48 HOURS PRIOR TO CONSTRUCTION TO DISCUSS EROSION CONTROL PLAN.
HOLD PRE -CONSTRUCTION MEETING.
3. UPON ESTABLISHMENT OF FINAL VEGETATIVE GROUND COVER (80 k COVERAGE), CONTACT NCDEQ LAND QUALITY SECTION,
MOORESVILLE REGIONAL OFFICE (704-663-1699), FOR FINAL SITE INSPECTION.
4. GROUND STABILIZATION SHALL BE ACHIEVED ON ANY AREA OF THE SITE WHERE LAND DISTURBING ACTIVITIES HAVE CEASED
WITHIN THE TIME FRAMES LISTED IN THE ASSOCIATED TABLE.
EROSION and SEDIMENTATION CONTROL PLAN PRELIMINARY REVIEW CHECKLIST
The following items shall be incorporated with respell to sp. is site conditions, In an erosion & sedimentation control plan
NPDES Construction Stormwater General Permit NCG0100D0
CE001 Designation on the plans where the 7 or 14 day gmund stabilization
requirements apply per Part ILE.1 of the permit.
N/A Design of basins with one acre or more of drainage area for surface
withdrawal as per Part ILLS of the permit.
LOCATION INFORMATION
ULM Name and classification of receiving water course or name of
ni 'pal operator (only where stonnwaler discharges are to
G-000 Project location &labeled vicinity map (mad,, streets, lardmarlrs)
occur)
G-000 North arrow and wale
CE001 Identify River Basin.
STORMWATER CALCULATIONS
x. Provide a copy 0site located on applicable USGS quadrangle and
NIECE Soils maps if it is In a River Basin with Riparian Buffer
CE001 Preconslruchon runoff calculations for each outlet from the site (at
requirements. (UNCHANGED)peak discharge points). Be sure to provitle all supporting do. for
the computation methods used (rainfall data for required storm
GENERAL SITE FEATURES!Plan elements l
events, time of concentratlonlstorm duration, and runoff
coefficientta) -
V-001 Property lines&oership l Dforadjoining properties
wn
CEDW Design calculations for peak discharges of runoff (Including the
V-001 Emoting-mours(topographic lines) (UNCHANGED)uumtructionphase& the final runoff coefficients for the site)
C5101 Proposed contours
N/A Design talcs for culverts and same sewers (inclutle HW, TW and
CEo01 limits of disturbed area (provitle acreage total, delineate limit,,
outlet velocities)
CE101 and label). Be sure to inclutle all access to measures, lots that will
N/A Discharge and velocity calculations for open channel and ditch
be disturbed, and utilities that may extend offsile.
flows (easement & rights -of -way)
VT, 1 Planned and existing building locations and elevations
Design talcs for cross sections and method of stabil'¢ation for
VT,01 Planned & eAsting road locations & elevations, Including
existing and planned channels (include temporary linings). Include
CE101 temporary access roads
VTf1 Lot and/or building numbers
appropriate permissible velocity andi shear stress cafe.
N/A Design cabs and concoction damils for energy dissipate.below
WWI Hydrogeologic features: rack outcrops, seeps, springs, wetland
culvert and storm sewer outlets (include stonelmaterial specs &
and their limits, streams, lakes, ponds, dams, etc. (include all
apron dimensions). Avoid discharges on fill slopes.
required local or state buffer zones and any DWQ Riparian Buffer
N/A Design calm and dimension of sediment basins (note current
determination.)
surface area and cereatering standards as well as id —ram, of
.1 Easements and drainageways, particularly required for otisite
runoff to the basins). Be sure :hat all surface drains, including
xr affected areas. Include copies of any recordetl easements and/or
ditches and berms, will have positive drainage to the basins.
agreements with adjoining property owners.
V-001 CS101 Profiles of streets, utilities, ditch lines, etc.
VEGETATIVE STABILIZATION
N/A Stockpiled topsoil or subsoil locations
N/A If the sa a Person conducts the land -disturbing activity & any
CEDW Area &acreage to be st,bili,,d with vegetation
related borrow or waste activity, the related borrow or waste
CE501 - Method of soil preparation
acllvity shall constitute part of the landdisturbing activity unless
CE501 - Sped! type &rates (temporary & permanent)
the borrow or waste acllvity is regulaed under the Mining Act of
CE501 - Fertilizer type and rates
1971, or is a landfill regulated by the Division of Waste
CE501 - Mulch type and rates (include mulch anchoring methods)
Management. If the lard -disturbing activity and any related
borrow or waste activity are not conducted by the same person,
NOTE: Plan should include provisions far groundcover In acconlance with
they shall be cansimired separate land -disturbing acl'vities and
NPDES Construction Stormwater General Permit NCG010000.
must be permitted either through the Sedimentation Pollution
Control Act as a one -use borrow site or through the Mining Act.
FINANCIAL RESPONSIBILITY/OWNERSHIP FORM
N/A Location and details associated with any onsite stone crushing or
other processing of material ex avated. If the affected area
wo.r Completed, signed & notarized FR/O Form
dated with excavation, processing, stockpiles and transport
" over Accurate application fee payable to NCDEQ ($65.00 Per acre
of such materials will comprise 1 or more acres, and materials will
round.d up the next acre with no ceiling amount)
be leaving the d—lapmem tract, a mining permit will be, requiretl.
Certificate of assumed name, ifthe owner is a partnership
Required Army Corps 404 permit and Water Quality 401
" xr Name of Registered Agent (if applicable)
certification (e.g. stream disturbance. aver 150 linear feet)
xr Copy of the most current Dead for the site. Please make sure the
deed(e) and ownership Information are consistent between the
EROSION & SEDIMENT CONTROL MEASURES (on plan)
plan sheets, local re -Me and this form.
" Provide latitude & longitude (in decimal degrees) at the project
C-001 Legend (provitle appropriate symbols for all measures and
entrance.
reference them to the construction details)
Two hard -copies of the plans (some regional offices require
CE10]_CL103 Location of temporary measures
additional plans or multiple si s; please contact the regional
., CS1o1 CS —Location of pemanent measures
coordinator prior to such submittal)
CE101-CE103 Construction drewings and retells far
CE501-CE504 temporary and permanent measures. Show measures to scale on
NOTE: For the Express Permitting Option, inquire at the local Regional
plan and inclutle prop osetl contours where in so sary. Ensure
Office for availability. Express Reviews are performetl by
design storage requirements are maintained through all phases of
appointment only,
onatm ion.
CE501-CE504 Maintenance requirements for measures
NARRATIVE AND CONSTRUCTION SEQUENCE
CE001 Contact person responsible for maintenance
GT()0 Narrative describing the nature & Purpose of the construction
SITE DRAINAGE FEATURES
activity.
CE001 Construction sequence related to erosion and sediment control
xr Existing and planned drainage patterns (include off -site areas that
(including Installation of critical measures prior to the initiation of
ruxc nx-- Eoi drain through project and address temporary and permanent
the land -disturbing activity & removal of measures after areas they
nveyance of smimmeater over graded slopes)
re permanently stdbili,ad). Adtlress all phases of
_xr Method usetl to determine acreage of land being disturbed and
construction and necessary practices nesociated with temporary
drainage areas to all proposed measures (e.g. delineation map)
stream bypasses antllor crossings.
N/A Si,., pipe material and location of culverts and sewers
CE501 Bid specifications related only to erosion control
" �.r Soil information. type, special characteristics
N/A Soil infonnatian below cul-ft salmi outlets
rev. 05142019
ACTIVITY SCHEDULE FOR PERMITTING REFERENCE ONLY
ACTIVITY
TIME / MONTHS
1
2
3
4
5
6
7
8
9
10
INSTALL EROSION CONTROL ITEMS
CLEARING AND GRUBBING
POND GRADING AND CONSTRUCTION
STREAM RESTORATION CONSTRUCTION
FINAL GRADING
PERMANENT SEEDING AND VEGETATION
RESTORATION
REMOVAL OF TEMPORARY EROSION
AND SEDIMENT CONTROL MEASURES
MAINTENANCE OF TEMPORARY EROSION
AND SEDIMENT CONTROL MEASURES
FINAL STABILIZATION
START DATE: OCTOBER 1. 2020 COMPLETION DATE: JULY 1. 2021
slra Ann rgYwpeieYt nr.R,�, g11rNYr
Yn�rma cw.ww.xr
l.f r..b.n. dlr.x
� Nwrr
.r.1.,ercnR.rw
�j
r
Ben.
N] a�ll•pw•atyWwr
��
. Irak4w••..
!•Vs+pr•rh•p•rNm
,
wu q:1.:l.I. nYaph auamrmi
arceprNW. r*aae..l
I�
f4l si.pe al a.41
11
bNxrwu nary h� —....
wa4
TdyM prmnndHdWn
M'In�n•�aY....nJ llQr�w
. le n.,. m, iy. F•il. I •ae vr,m,l,rd
--
l�
- ye�i s.r.ioi,x..ircJl� Qsv xna•1 �d�
� [rl.veer •tv, atop..
u inr d. sour l,a. w•iwx•u.,iwr
r-9
r. �. r.ri,.,rr.
SILT FENCE DESIGN CALCULATION
Acres Drained = 6.30
67 CY/ACRE x 6.30 ACRES= 422.1 CY
411 LF/ Designed Silt Fence x 1.17 CY Capacity/LF =
480.87 CY of Designed Retention Capacity
EROSION AND SEDIMENT CONTROL KEY
BMP SYMBOL
BMP DESCRIPTION
DETAIL SHEET
PS
PERMANENT SEEDING
CE502
TS
TEMPORARY SEEDING
CE502
D(;
DUST CONTROL
CE503
MULCHING
CE503
TSC
TEMPORARY STREAM
CE503
CROSSING
SD
STREAM DIVERSION VIA
CE504
PUMP AROUND
TC
TURBIDITY CURTAIN
CE501
(E
CONSTRUCTION ENTRANCE
CE501
SF-2
REINFORCED SILT FENCE
CE501
SF-
STANDARD SILT FENCE
CE501
SFO
SILT FENCE OUTLET
CE501
❑VEGETATIVE
V
STREAMBANK
CE504
STABILIZATION
RECP
ROLLED EROSION CONTROL
CE504
PRODUCT
DW
DEWATERING FILTER BAG
CE501
FS
PERIMETER FILTER SOCK
CE502
TpSI
TOPSOILING
CE503
PROPRIETARY & CONFIDENTIAL ALL RIGHTS RESERVED * DO NOT SCALE THIS DRAWING * USE DIMENSIONS ONLY
PIEDMONTS NATURAL GAS FACILITY DRAWINGS ARE CONSIDERED CONFIDENTIAL (OM-1095) * DRAWING IS CURRENT ONLY THROUGH THE LATEST REVISED DATE * TO INSURE THERE IS NO
RISK OF INAPPROPRIATE DISCLOSER ALL PREVIOUS PAPER COPIES OF THIS DRAWING MUST BE DESTROYED IN ACCORDANCE WITH RECORDS & INFO. MANAGEMENT (RIM) POLICY 1001
DATE I REVISIONS) DESCRIPTION I BY I CHK I APPD I DESCRIPTION APPROVALS
108/20201 ISSUED FOR100% REVIEW I KADIWFBI AS JAREA CODE I - REGIONAL DUKE MARSHALL STREAM RESTORATION
/21/2020 ISSUED FOR PERMITTING KADWFB AS ACCOUNT NUMBER - SATE IwTIr�, ENGINEER Piedmont
PROJECT NUMBER
1190706
TE
SATE
�,
MGR TECH
REC&STD
'I Natural Gas
FFI PIEDMDNTNATURAL GAS
COPYRIP.OFFICE
CORP. OF CHARLOTTE, C28210 WDRIVE
CHARLOTTE, NC28210
EROSION AND SEDIMENT CONTROL NOTES
LINCOLN COUNTY NORTH CAROLINA
1
DRAWING BY
KAD
STATION ID
SATE
INITI�,
PRINCIPAL
ENGINEER
CHECKER INITIAL WFB
24-HOUR EROSION AND
SEDIMENTATION
CONTROL CONTACT:
MR. JASON A. BROWN
PHONE: [phone]
ENGINEER'S
REPRESENTATIVE:
JEREMY DEAN
CPESC NO.: 00004207
EXPIRES: 01 /18/2021
Know what's below.
Call before you dig.
Dial 811
Or Call 800-282.7411
NOT FOR CONSTRUCTION
REF. DWG(S)
=T(S) 9 OF 18 ISCALE AS SHOWN
DATE 04/29/2020 ISUPERSEDED
DRAWING NUMBER REVISION
CE001 2
DISCIPLINE / RESOURCE CENTER/ LINE NUMBER

PART III
SELF -INSPECTION, RECORDKEEPING AND REPORTING
SECTION A: SELF -INSPECTION
Self -inspections are required during normal business hours in accordance with the table
below. When adverse weather or site conditions would cause the safety of the inspection
personnel to be in jeopardy, the inspection may be delayed until the next business day on
which it is safe to perform the inspection. In addition, when a storm event of equal to or
greater than 1.0 inch occurs outside of normal business hours, the self -inspection shall be
performed upon the commencement of the next business day. Anytime when inspections
were delayed shall be noted in the Inspection Record.
Frequency
Inspect
(during =Final
Inspection records must include:
business hours
(1) Rain gauge
Daily
Daily rainfall amounts.
maintained In
If no daily rain gauge observations are made during weekend or
good working
holiday periods, and no IndivlduaFday rainfall Information Is
order
available, record the cumulative rain measurement for those un-
attended days (and this will determine if a site inspection is
needed). Days on which no rainfall occurred shall be recorded as
"zero" The permittee may use another rain -monitoring devise
approved by the Division.
(2) E&SC
At least once per
1. Identification of the measures Inspected,
Measures
7 calendar days
2. Date and time of the Inspection,
and within 24
3. Name of the person performing the Impaction,
hours of a rain
4. Indication of whether the measures were operating
event LO Inch In
properly,
24 hours
S. Description of maintenance needs for the measure,
6. Description, evidence, and date of corrective actions taken.
(3) Stormwater
At least once per
1. Identification of the discharge outfalls Inspected,
discharge
7 calendar days
2. Date and time of the Inspection,
outfs lls (SDI
and within 24
3. Name of the person performing the inspection,
hours of a rain
4. Evidence of indicators of stormwater pollution such as all
event LO Inch In
sheen, floating or suspended solids or discoloration,
24 hours
S. Indication of visible sediment leaving the site,
6. Description, evidenea, and date of corrective actions taken.
(4) Perimeter of
At least once per
If visible sedimentation Is found outside site limits, then a record
site
7 calendar days
of the following shall be made:
and within 24
1. Actions taken to cleanup or stabilize the sediment that has left
hours of a rain
the site limits,
event> LO Inch In
2. Description, evidence, and date of corrective actions taken, and
24 hours
3. An explanation as to the actions taken to control future
releases.
(5) Streams or
At least once per
If the stream or wetland has Increased visible sedimentation a a
wetlands onske
7 calendar days
stream has visible Increased turbidity from the construction
or offsite
and within 24
activity, then a record of the following shall be made:
(where
hours of a rain
1. Description, evidence and date of corrective actions taken, and
accessible)
event LO Inch In
2. Records of the required reports to the appropriate Dhdsion
24 hours
Regional Office per Part III, Section C, Item (2)(a) of this permit _
(6) Ground
After each phase
1. The phase of grading (Installation of perimeter E&SC
stabilization
of grading
measures, clearing and grubbing, Installation of storm
measures
drainage facilities, completion of all land -disturbing
activity, construction or redevelopment, permanent
ground cover).
2. Documentation that the required ground stabilization
measures have been provided within the required
tlmeframe or an assurance that they will be provided as
soon as possible.
NOTE: The rain inspection resets the required 7 calendar day inspection requirement.
PART III
SELF -INSPECTION, RECORDKEEPING AND REPORTING
SECTION B: RECORDKEEPING
1. E&SC Plan Documentation
The approved E&SC plan as well as any approved deviation shall be kept on the site. The
approved E&SC plan must be kept up-to-date throughout the coverage under this permit.
The following items pertaining to the E&SC plan shall be kept on site and available for
inspection at all times during normal business hours.
Item to Document
Documentation Requirements
(a) Each E&SC measure has been installed
Initial and date each E&SC measure on a copy
and does not significantly deviate from the
of the approved E&SC plan or complete, date
locations, dimensions and relative elevations
and sign an inspection report that lists each
shown on the approved E&SC plan.
E&SC measure shown on the approved E&SC
plan. This documentation is required upon the
Initial Installation of the E&SC measures or If
the E&SC measures are modified after initial
installation.
(b) A phase of grading has been completed..
Initial and date a copy of the approved E&SC
plan or complete, date and sign an Inspection
report to indicate completion of the
construction phase.
(c) Ground cover is located and installed
Initial and date a copy of the approved E&SC
in accordance with the approved E&SC
plan or complete, date and sign an inspection
plan.
report to Indicate compliance with approved
ground cover specifications.
(d) The maintenance and repair
Complete, date and sign an inspection report.
requirements for all E&SC measures
have been performed.
(e) Corrective actions have been taken
Initial and date a copy of the approved E&SC
to E&SC measures.
plan or complete, date and sign an inspection
report to indicate the completion of the
corrective action.
2. Additional Documentation to be Kept on Site
In addition to the E&SC plan documents above, the following items shall be kept on the
site and available for inspectors at all times during normal business hours, unless the
Division provides a site -specific exemption based on unique site conditions that make
this requirement not practical:
(a) This General Permit as well as the Certificate of Coverage, after it is received.
(b) Records of inspections made during the previous twelve months. The permittee shall
record the required observations on the Inspection Record Form provided by the
Division or a similar inspection form that includes all the required elements. Use of
electronically -available records in lieu of the required paper copies will be allowed if
shown to provide equal access and utility as the hard -copy records.
3. Documentation to be Retained for Three Years
All data used to complete the a-NOI and all inspection records shall be maintained for a period
of three years after project completion and made available upon request. [40 CFR 122.41]
PART 11, SECTION G, ITEM (4)
DRAW DOWN OF SEDIMENT BASINS FOR MAINTENANCE OR CLOSE OUT
Sediment basins and traps that receive runoff from drainage areas of one acre or more shall use outlet structures that withdraw water from the surface when these devices need to be drawn down
for maintenance or close out unless this is infeasible. The circumstances in which it is not feasible to withdraw water from the surface shall be rare (for example, times with extended cold weather).
Non -surface withdrawals from sediment basins shall be allowed only when all of the following criteria have been met:
(a) The E&SC plan authority has been provided with documentation of the non -surface withdrawal and the specific time periods or conditions in which it will occur. The non -surface withdrawal
shall not commence until the E&SC plan authority has approved these items,
(b) The non -surface withdrawal has been reported as an anticipated bypass in accordance with Part III, Section C, Item (2)(c) and (d) of this permit,
(c) Dewatering discharges are treated with controls to minimize discharges of pollutants from stormwater that is removed from the sediment basin. Examples of appropriate controls include
properly sited, designed and maintained dewatering tanks, weir tanks, and filtration systems,
(d) Vegetated, upland areas of the sites or a properly designed stone pad is used to the extent feasible at the outlet of the dewatering treatment devices described in Item (c) above,
(e) Velocity dissipation devices such as check dams, sediment traps, and riprap are provided at the discharge points of all dewatering devices, and
(f) Sediment removed from the dewatering treatment devices described in Item (c) above is disposed of in a manner that does not cause deposition of sediment into waters of the United States.
PART III
SELF -INSPECTION, RECORDKEEPING AND REPORTING
SECTION C: REPORTING
1. Occurrences that Must be Reported
Permittees shall report the following occurrences:
(a) Visible sediment deposition in a stream or wetland.
h; O l spills if:
They are 25 gallons or more,
• They are less than 25 gallons but cannot be cleaned up within 24 hours,
• They cause sheen on surface waters (regardless of volume), or
• They are within 100 feet of surface waters (regardless of volume).
(c) Releases of hazardous substances in excess of reportable quantities under Section 31,1
of the Clean Water Act (Ref: 40 CFR 110.3 and 40 CFR 117.3) or Section 102 of CERCLA
(Ref: 40 CFR 302.4) or G.S. 143-215.85.
(d) Anticipated bypasses and unanticipated bypasses.
(e) Noncompliance with the conditions of this permit that may endanger health or the
environment.
2. Reporting Timeframes and Other Requirements
After a permittee becomes aware of an occurrence that must be reported, he shall contact
the appropriate Division regional office within the tmeframes and in accordance with the
other requirements listed below. Occurrences outside normal business hours may also be
reported to the Department's Environmental Emergency Center personnel at (800)
858-0368.
Occurrence
Reporting Timeframes [After Discovery) and Other Requirements
(a) Visible sediment
• IMddn 24 hours, an oral or electronic notification.
deposition In a
• Within a report that contains a description of the
stream or wetland
sediment and actions taken to address the cause of the deposition.
Division staff may waive the requirement for a written report on a
case -by -case basis.
• If the stream is named on the NC 303(d) list as impaired for sediment -
related causes, the permittee may be required to perform additional
monitoring, inspections or apply more stringent practices if staff
determine that additional requirements are needed to assure compliance
with the federal or state impaired -waters conditions.
lb) Oil spills and
• Within 24 hours, an oral or electronic not cation. The notification
release of
shall include information about the date, time, nature, volume and
hazardous
location of the spill or release.
substances per Item
1(b)-(c) above
(c) Anticipated
• A report at Mast ten days before the done of the bypass, if possible.
bypasses [40 CFR
The report shall include an evaluation of the anticipated quality and
122A3(m)(3)]
effect of the by SS.
(d) Unanticipated
• WI24hours, an oral or electronic notification.
bypasses [40 CFR
• Within 7 colendardain a report that includes an evaluation of the
122A3(m)(3)]
quality and effect of the bypass.
(e) Noncompliance
• Within 24hours, an oral or electronic notification.
with the conditions
• Within 7 colendardaW, a report that contains a description of the
of this permit that
noncompliance, and its causes; the period of noncompliance,
may endanger
including exact dates and times, and if the noncompliance has not
health or the
been corrected, the anticipated time noncompliance is expected to
environmern[40
continue; and steps taken or planned to reduce, eliminate, and
CFR 122A3(I)(7)]
prevent reoccurrence of the noncompliance. [40 CFR 222.41(1)(5).
• Division staff may waive the requirement for a written report on a
case -by -case basis.
e" NORTH CAROLINA
NCGO1 SELF -INSPECTION, RECORDKEEPING AND REPORTING I EFFECTIVE: 04/01/19I
PROPRIETARY & CONFIDENTIAL ALL RIGHTS RESERVED * DO NOT SCALE THIS DRAWING * USE DIMENSIONS ONLY
PIEDMONT'S NATURAL GAS FACILITY DRAWINGS ARE CONSIDERED CONFIDENTIAL (OM-1095) * DRAWING IS CURRENT ONLY THROUGH THE LATEST REVISED DATE * TO INSURE THERE IS NO
RISK OF INAPPROPRIATE DISCLOSER ALL PREVIOUS PAPER COPIES OF THIS DRAWING MUST BE DESTROYED IN ACCORDANCE WITH RECORDS & INFO. MANAGEMENT (RIM) POLICY 1001
DATE REVISION(S) DESCRIPTION BY CHK APPD DESCRIPTION APPROVALS
/08/2020 ISSUED FOR 100% REVIEW KADWFB AS AREA CODE DIE REGIONAL DUKE MARSHALL STREAM RESTORATION
/21/2020 ISSUED FOR PERMITTING KADWFB AS ACCOUNT NUMBER - oArE ENGINEER Piedmont
PROJECT NUMBER 1190706 RMGR EC&STH I Natural Gas EROSION AND SEDIMENT CONTROL NOTES
DRAWING BY KAD oArE REc a srl r6l
STATION IDI DIE INITIALSPRINCIPAL COPYRIGHT 2015 PIEDMONT NATURA L GAS CORP. LINCOLN COUNTY NORTH CAROLINA
ENGINEER CORP. OFFICE 4720 PIEDMONTROW DRIVE t
CHECKER INITIAL WFB oArE CHARLOTTE, NC28210
24-HOUR EROSION AND
SEDIMENTATION
CONTROL CONTACT:
MR. JASON A. BROWN
PHONE: [phone]
ENGINEER'S
REPRESENTATIVE:
JEREMY DEAN
CPESC NO.: 00004207
EXPIRES: 01/18/2021
Know what's below.
Call before you dig.
Dial 811
Or Call 800-282.7411
NOT FOR CONSTRUCTION
REF. DWG(S)
:T(S) 10 OF 18 SCALE AS SHOWN
DATE 0412912020 ISUPERSEDED
DRAWING NUMBER REVISION
CE002 2
DISCIPLINE / RESOURCE CENTER/ LINE NUMBER

GROUND STABILIZATION AND MATERIALS HANDLING PRACTICES FOR COMPLIANCE WITH
Implementing the details and specifications on this plan sheet will result in the construction
activity being considered compliant with the Ground Stabilization and Materials Handling
sections of the NCG01 Construction General Permit (Sections E and F, respectively). The
permittee shall comply with the Erosion and Sediment Control plan approved by the
delegated authority having jurisdiction. All details and specifications shown on this sheet
may not apply depending on site conditions and the delegated authority having jurisdiction.
SECTION E: GROUND STABILIZATION
Required Ground Stabilization Timeframes
Stabilize within this
Site Area Description
many calendar
Timeframe variations
days after ceasing
land disturbance
(a) Perimeter dikes,
swales, ditches, and
7
None
perimeter slopes
(b) High Quality Water
7
None
(HQW) Zones
(c) Slopes steeper than
If slopes are 10' or less in length and are
3:1
7
not steeper than 2:1, 14 days are
allowed
-7 days for slopes greater than 50' in
length and with slopes steeper than 4:1
-7 days for perimeter dikes, swales,
(d) Slopes 3:1 to 4:1
14
ditches, perimeter slopes and HQW
Zones
-10 days for Falls Lake Watershed
-7 days for perimeter dikes, swales,
(e) Areas with slopes
ditches, perimeter slopes and HQW Zones
flatter than 4:1
14
-10 days for Falls Lake Watershed unless
there is zero slope
Note: After the permanent cessation of construction activities, any areas with temporary
ground stabilization shall be converted to permanent ground stabilization as soon as
practicable but in no case longer than 90 calendar days after the last land disturbing
activity. Temporary ground stabilization shall be maintained in a manner to render the
GROUND STABILIZATION SPECIFICATION
Stabilize the ground sufficiently so that rain will not dislodge the soil. Use one of the
techniques in the table below:
Temporary Stabilization Permanent stab) l&ation
• Temporary grass seed covered with straw or
• Permanent grass seed covered with straw or
other mulches and tacks iers
other mulches and tackifiers
• Hydroseeding
• Geotextile fabrics such as permanent soil
• Rolled erosion control products with or
reinforcement matting
without temporary grass seed
• Hydroseeding
• Appropriately applied straw or other mulch
• Shrubs or other permanent plantings covered
• Plastic sheeting
with mulch
• uniform and evenly distributed ground Cover
sufficient to restrain erosion
• Structural methods such as concrete, asphalt or
retaining walls
• Rolled erosion control products with grassseed
POLYACRYLAMIDES (PAMS) AND FLOCCULANTS
1. Select flocculants that are appropriate for the soils being exposed during
construction, selecting from the NC DWR List of Approved PAMS/Flocculants.
2. Apply flocculants at or before the inlets to Erosion and Sediment Control Measures.
3. Apply flocculants at the concentrations specified in the NC DWR List of Approved
PAMS/Flocculants and in accordance with the manufacturer's instructions.
4. Provide ponding area for containment of treated Stormwater before discharging
offsite.
5. Store flocculants in leak -proof containers that are kept under storm -resistant cover
or surrounded by secondary containment structures.
EQUIPMENT AND VEHICLE MAINTENANCE
1. Maintain vehicles and equipment to prevent discharge of fluids.
2. Provide drip pans under any stored equipment.
3. Identify leaks and repair as soon as feasible, or remove leaking equipment from the
project.
4. Collect all spent fluids, store in separate containers and properly dispose as
hazardous waste (recycle when possible).
5. Remove leaking vehicles and construction equipment from service until the problem
has been corrected.
6. Bring used fuels, lubricants, coolants, hydraulic fluids and other petroleum products
to a recycling or disposal center that handles these materials.
ITTER, BUILDING MATERIAL AND LAND CLEARING WASTE
1. Never bury or burn waste. Place litter and debris in approved waste containers.
2. Provide a sufficient number and size of waste containers (e.g dumpster, trash
receptacle) on site to contain construction and domestic wastes.
3. Locate waste containers at least 50 feet away from storm drain inlets and surface
waters unless no other alternatives are reasonably available.
4. Locate waste containers on areas that do not receive substantial amounts of runoff
from upland areas and does not drain directly to a storm drain, stream or wetland.
5. Cover waste containers at the end of each workday and before storm events or
provide secondary containment. Repair or replace damaged waste containers.
6. Anchor all lightweight items in waste containers during times of high winds.
7. Empty waste containers as needed to prevent overflow. Clean up immediately if
containers overflow.
8. Dispose waste off -site at an approved disposal facility.
9. On business days, clean up and dispose of waste in designated waste containers.
PAINT AND OTHER LIQUID WASTE
1. Do not dump paint and other liquid waste into storm drains, streams or wetlands.
2. Locate paint washouts at least 50 feet away from storm drain inlets and surface
waters unless no other alternatives are reasonably available.
3. Contain liquid wastes in a controlled area.
4. Containment must be labeled, sized and placed appropriately for the needs of site.
5. Prevent the discharge of soaps, solvents, detergents and other liquid wastes from
construction sites.
PORTABLE TOILETS
1. Install portable toilets on level ground, at least 50 feet away from storm drains,
streams or wetlands unless there is no alternative reasonably available. If 50 foot
offset is not attainable, provide relocation of portable toilet behind silt fence or place
on a gravel pad and surround with sand bags.
2. Provide staking or anchoring of portable toilets during periods of high winds or in high
foot traffic areas.
3. Monitor portable toilets for leaking and properly dispose of any leaked material.
Utilize a licensed sanitary waste hauler to remove leaking portable toilets and replace
with properly operating unit.
EARTHEN STOCKPILE MANAGEMENT
1. Show stockpile locations on plans. Locate earthen -material stockpile areas at least
50 feet away from storm drain inlets, sediment basins, perimeter sediment controls
and surface waters unless it can be shown no other alternatives are reasonably
available.
2. Protect stockpile with silt fence installed along toe of slope with a minimum offset of
five feet from the toe of stockpile.
3. Provide stable stone access point when feasible.
4. Stabilize stockpile within the timeframes provided on this sheet and in accordance
with the approved plan and any additional requirements. Soil stabilization is defined
as vegetative, physical or chemical coverage techniques that will restrain accelerated
erosion on disturbed soils for temporary or permanent control needs.
INO.F{R CARJLINIA
� �Errv;?ranmenta! Qualrt'yl
ONSITE CONCRETE WASHOUT
STRUCTURE WITH LINER
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neu
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CONCRETE WASHOUTS
1. Do not discharge concrete or cement slurry from the site.
2. Dispose of, or recycle settled, hardened concrete residue in accordance with local
and state solid waste regulations and at an approved facility.
3. Manage washout from mortar mixers in accordance with the above item and in
addition place the mixer and associated materials on impervious barrier and within
lot perimeter silt fence.
4. Install temporary concrete washouts per local requirements, where applicable. If an
alternate method or product is to be used, contact your approval authority for
review and approval. If local standard details are not available, use one of the two
types of temporary concrete washouts provided on this detail.
5. Do not use concrete washouts for dewatering or storing defective curb or sidewalk
sections. Stormwater accumulated within the washout may not be pumped into or
discharged to the storm drain system or receiving surface waters. Liquid waste must
be pumped out and removed from project.
6. Locate washouts at least 50 feet from storm drain inlets and surface waters unless it
can be shown that no other alternatives are reasonably available. At a minimum,
install protection of storm drain inlet(s) closest to the washout which could receive
spills or overflow.
7. Locate washouts in an easily accessible area, on level ground and install a stone
entrance pad in front of the washout. Additional controls may be required by the
approving authority.
B. Install at least one sign directing concrete trucks to the washout within the project
limits. Post signage on the washout itself to identify this location.
9. Remove leavings from the washout when at approximately 75% capacity to limit
overflow events. Replace the tarp, sand bags or other temporary structural
components when no longer functional. When utilizing alternative or proprietary
products, follow manufacturer's instructions.
10. At the completion of the concrete work, remove remaining leavings and dispose of
in an approved disposal facility. Fill pit, if applicable, and stabilize any disturbance
caused by removal of washout.
HERBICIDES, PESTICIDES AND RODENTICIDES
1. Store and apply herbicides, pesticides and rodenticides in accordance with label
restrictions.
2. Store herbicides, pesticides and rodenticides in their original containers with the
label, which lists directions for use, ingredients and first aid steps in case of
accidental poisoning.
3. Do not store herbicides, pesticides and rodenticides in areas where flooding is
possible or where they may spill or leak into wells, stormwater drains, ground water
or surface water. If a spill occurs, clean area immediately.
4. Do not stockpile these materials onsite.
HAZARDOUS AND TOXIC WASTE
1. Create designated hazardous waste collection areas on -site.
2. Place hazardous waste containers under cover or in secondary containment.
3. Do not store hazardous chemicals, drums or bagged materials directly on the ground.
NCG01 GROUND STABILIZATION AND MATERIALS HANDLING I EFFECTIVE: 04/01/19I
PROPRIETARY & CONFIDENTIAL ALL RIGHTS RESERVED * DO NOT SCALE THIS DRAWING * USE DIMENSIONS ONLY
PIEDMONT'S NATURAL GAS FACILITY DRAWINGS ARE CONSIDERED CONFIDENTIAL (OM-1095) * DRAWING IS CURRENT ONLY THROUGH THE LATEST REVISED DATE * TO INSURE THERE IS NO
RISK OF INAPPROPRIATE DISCLOSER ALL PREVIOUS PAPER COPIES OF THIS DRAWING MUST BE DESTROYED IN ACCORDANCE WITH RECORDS & INFO. MANAGEMENT (RIM) POLICY 1001
DATE
REVISION(S) DESCRIPTION
BY
I CHK
APPD1
DESCRIPTION
APPROVALS
Piedmont
I Natural Gas
COPYRIGHT 2015 PIEDMONT NATURAL GAS CORP.
CORP. OFFICE4720 PIEDMONT ROW DRIVE
CHARLOTTE, NC28210
/08/2020
ISSUED FOR 100 % REVIEW
KAD
WFB
AS
AREA CODE
DATE
"s
REGIONAL
ENGINEER
/21/2020
ISSUED FOR PERMITTING
KAD
WFB
AS
ACCOUNT NUMBER
-
PROJECT NUMBER
1190706
DATE
I"IT"ems
MGR TECH
REC&STD
DRAWING BY
KAD
STATION ID
TE
DATE
�s
PRINCIPAL
ENGINEER
CHECKER INITIAL WFB
24-HOUR EROSION AND
SEDIMENTATION
CONTROL CONTACT:
MR. JASON A. BROWN
PHONE: [phone]
ENGINEER'S
REPRESENTATIVE:
JEREMY DEAN
CPESC NO.: 00004207
EXPIRES: 01 /18/2021
Know what's below.
Call before you dig.
Dial 811
Or Call 800-282.7411
NOT FOR CONSTRUCTION
REF. DWG(S)
SHEET(S) 11 OF98SCALE AS SHOWN
DUKE MARSHALL STREAM RESTORATION
DVJG DATE oazs/zozo SUPERSEDED
EROSION AND SEDIMENT CONTROL NOTES DRAWING NUMBER REVISION
LINCOLN COUNTY, NORTH CAROLINA CE003 2
DISCIPLINE / RESOURCE CENTER/ LINE NUMBER

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EROSION AND SEDIMENT CONTROL PLAN NOTES:
1. LAND DISTURBING ACTIVITIES MAY NOT OCCUR UNTIL THE NCG01
CONSTRUCTION STORMWATER PERMIT HAS BEEN OBTAINED,
NOTICE OF INTENT (NOI) HAS BEEN SUBMITTED, AND THE
CERTIFICATE OF COVERAGE (COC) HAS BEEN AQUIRED.
2. PRIOR TO LAND DISTURBING ACTIVITIES, THE CONSTRUCTION
CONTRACTOR SHALL CONTACT THE NCDEQ MOORESVILLE
REGIONAL OFFICE TO SCHEDULE AN IN -PERSON CONSTRUCTION
KICK-OFF MEETING (704-663-1699).
3. IN -STREAM LAND DISTURBING ACTIVITIES SHALL NOT OCCUR
UNTIL THE USACE NATIONWIDE PERMIT (NWP) 27 APPROVAL AND
NCDEQ 401 WATER QUALITY CERTIFICATION IS OBTAINED.
4. CONSTRUCTION ACTIVITIES SHALL BE SEQUENCED IN
CONCURRENCE WITH THE THREE PHASE EROSION CONTROL
PLAN.
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5. PHASE I, OR THE INITIAL PHASE OF THE EROSION CONTROL PLAN,
6.2. MULCHING (M)
11. FILTER SOCK (FS) DEPICTED AT THE APPROACHES TO THE
ROAD SHALL BE RESTORED TO PRE -CONSTRUCTION CONDITIONS,
SHALL INCLUDE THE FOLLOWING ACTIVITIES:
6.3. TOP SOILING (TpSI)
TEMPORARY STREAM CROSSING (TSC) (NOT TO SCALE) SHALL BE
PER LANDOWNER REQUIREMENTS.
below.
5.1. INSTALLATION OF PERIMETER MEASURES
6.4. DUST CONTROL (DC)
BEDROCK ENVIRONMENTAL ROAD WATTLES. DEVICES SHALL BE
Know what's
5.1.1. REINFORCED SILT FENCE (SF-2)
7. CLEARING WITHIN THE LOD SHALL BE LIMITED TO THE GREATEST
PLACED AT THE TSC APPROACHES AT THE END OF EACH WORK
Call before you dig.
5.1.2. COMPOST FILTER SOCK (FS)
EXTENT PRACTICABLE. ALL CLEARED VEGETATION SHALL BE
DAY, ON NON -WORKING WEEKENDS, AND PRIOR TO STORM
Dial 811
5.1.3. TEMPORARY STREAM CROSSING VIA TIMBER BRIDGE
RESERVED ON -SITE FOR USE DURING THE STREAM RESTORATION
EVENTS. TWO 18-FOOT ROAD WATTLES SHALL BE SUPPLIED, ONE
Or Ca11800-282-7411
(TSC)
ACTIVITIES.
LOCATED AT EACH TSC APPROACH.
5.1.4. STAGING OF STREAM DIVERSION PUMP AROUND DEVICE
8. CLEARING SHALL BE AT THE DIRECTION OF THE ENGINEER, OR
12. PUMP AROUND DISCHARGE LOCATION SHALL BE STABILIZED
24-HOUR EROSION AND
ENGINEER'S
(SD)
THEIR REPRESENTATIVE.
USING ROCK DISSIPATER OR ENGINEER APPROVED ALTERNATIVE.
5.1.5. STAGING OF TURBIDITY CURTAIN (TC)
9. THE CONSTRUCTION ENTRANCE IS TO BE LOCATED ALONG
INSTREAM ENERGY DISSIPATER MEASURES TO BE REMOVED
SEDIMENTATION
REPRESENTATIVE:
5.1.6. CONSTRUCTION ENTRANCE (CE)
FORNEY HILL ROAD AT AN EXISTING PERMANENT ACCESS ROAD.
PRIOR TO CONSTRUCTION COMPLETION.
CONTROL CONTACT:
JEREMY DEAN
6. THE FOLLOWING BEST MANAGEMENT PRACTICES (BMP) SHALL BE
10. FILTER SOCK (FS) DEPICTED AT THE TOP OF BANK SHALL BE 18..
13. THE EXISTING ACCESS ROAD BETWEEN FORNEY HILL ROAD AND
MR. JASON A. BROWN
CPESC NO.: 00004207
UTILIZED AS NECESSARY DURING ALL LAND DISTURBING
COIR FIBER MATERIAL. FILTER SOCK SHALL BE PLACED AT TOP OF
THE PROJECT AREA SHALL BE MAINTAINED IN -KIND WITH EXISTING
PHONE: [phone]
EXPIRES: 01/18/2021
ACTIVITIES WITHIN THE LIMITS OF DISTURBANCE (LOD).
BANK AFTER THE COMPLETION OF WORK EACH DAY, ON
CONDITIONS AND WITH THE CONSTRUCTION ROAD STABILIZATION
6.1. TEMPORARY SEEDING (TS)
NON -WORKING WEEKENDS, AND PRIOR TO STORM EVENTS.
(CRS) DETAIL PROVIDED IN THE EROSION AND SEDIMENT
CONTROL DETAILS. UPON PROJECT COMPLETION, THE ACCESS
NOT FOR CONSTRUCTION
PROPRIETARY & CONFIDENTIAL ALL RIGHTS RESERVED * DO NOT SCALE THIS DRAWING * USE DIMENSIONS ONLY
IREF. DWG(S)
PIEDMONT'S NATURAL GAS FACILITY DRAWINGS ARE CONSIDERED CONFIDENTIAL (OM-1095) * DRAWING IS CURRENT ONLY THROUGH THE LATEST REVISED DATE *TO INSURE THERE IS NO
RISK OF INAPPROPRIATE DISCLOSER ALL PREVIOUS PAPER COPIES OF THIS DRAWING MUST BE DESTROYED IN ACCORDANCE WITH RECORDS & INFO. MANAGEMENT (RIM) POLICY 1001
DATE REVISION(S) DESCRIPTION BY CHK APPD DESCRIPTION APPROVALS
/08/2020 ISSUED FOR100% REVIEW KAD WFB AS AREA CODE - TE REGIONAL Piedmont DUKE MARSHALL STREAM RESTORATION
/21/2020 ISSUED FOR PERMITTING KAD WFB AS ACCOUNT NUMBER - opTE ps ENGINEER
PROJECT NUMBER 1190706 TE MGR recH r6ll Natural Gas INITIAL PHASE -EROSION AND SEDIMENT CONTROL PLAN
DRAWING BY KAD "pTE INITIps RECBSTD
STATION ID - TE PRINCIPAL COPYRIGHT2015 PIEDMONT NATURAL GAS CORP. LINCOLN COUNTY NORTH CAROLINA
ENGINEER CORP. OFFICE 4720 PIEDMONTROW DRIVE f
CHECKER INITIAL WFB "pTE �s CHARLOTTE, NC28210
EET(S) 12 OF 18 ISCALE AS SHOWN
G DATE "29/2020 SUPERSEDED
DRAWING NUMBER
REVISION
CE101
2
DISCIPLINE / RESOURCE CENTER/ LINE NUMBER

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Know what's below.
Call before you dig.
Dial 811
Or Call 800-282.7411
EROSION AND SEDIMENT CONTROL PLAN NOTES:
PLAN, SHALL INCLUDE THE FOLLOWING ACTIVITIES:
6.4. DUST CONTROL (DC)
PLACED AT THE TSC APPROACHES AT THE END OF EACH WORK
15. THE EXISTING ACCESS ROAD BETWEEN FORNEY HILL ROAD AND
5.1. MAINTENANCE OF PERIMETER MEASURES AND INSTALLATION
7. CLEARING WITHIN THE LOD SHALL BE LIMITED TO THE GREATEST
DAY, ON NON -WORKING WEEKENDS, AND PRIOR TO STORM EVENTS.
THE PROJECT AREA SHALL BE MAINTAINED IN -KIND WITH EXISTING
1.
LAND DISTURBING ACTIVITIES MAY NOT OCCUR UNTIL THE NCG01
OF ADDITIONAL MEASURES FOR STREAM RESTORATION
EXTENT PRACTICABLE. ALL CLEARED VEGETATION SHALL BE
TWO 18-FOOT ROAD WATTLES SHALL BE SUPPLIED, ONE LOCATED
CONDITIONS AND WITH THE CONSTRUCTION ROAD STABILIZATION
CONSTRUCTION STORMWATER PERMIT HAS BEEN OBTAINED,
ACTIVITIES. THESE MEASURES INCLUDE:
RESERVED ON -SITE FOR USE DURING THE STREAM RESTORATION
AT EACH TSC APPROACH.
(CRS) DETAIL PROVIDED IN THE EROSION AND SEDIMENT CONTROL
NOTICE OF INTENT (NOI) HAS BEEN SUBMITTED, AND THE
5.1.1. REINFORCED SILT FENCE (SF-2)
ACTIVITIES.
12. PUMP AROUND DISCHARGE LOCATION SHALL BE STABILIZED USING
DETAILS. UPON PROJECT COMPLETION, THE ACCESS ROAD SHALL
CERTIFICATE OF COVERAGE (COC) HAS BEEN AQUIRED.
5.1.2. COMPOST FILTER SOCK (FS)
8. CLEARING SHALL BE AT THE DIRECTION OF THE ENGINEER, OR
ROCK DISSIPATER OR ENGINEER APPROVED ALTERNATIVE.
BE RESTORED TO PRE -CONSTRUCTION CONDITIONS, PER
2.
PRIOR TO LAND DISTURBING ACTIVITIES, THE CONSTRUCTION
5.1.3. TEMPORARY STREAM CROSSING VIA TIMBER BRIDGE (TSC)
THEIR REPRESENTATIVE.
INSTREAM ENERGY DISSIPATER MEASURES TO BE REMOVED PRIOR
LANDOWNER REQUIREMENTS.
CONTRACTOR SHALL CONTACT THE NCDEQ MOORESVILLE
5.1.4. STREAM DIVERSION PUMP AROUND DEVICE (SD)
9. THE CONSTRUCTION ENTRANCE IS TO BE LOCATED ALONG FORNEY
TO CONSTRUCTION COMPLETION.
24-HOUR EROSION AND ENGINEER'S
REGIONAL OFFICE TO SCHEDULE AN IN -PERSON CONSTRUCTION
5.1.5. TURBIDITY CURTAIN (TC)
HILL ROAD AT AN EXISTING PERMANENT ACCESS ROAD.
13. CONSTRUCTION ACTIVITIES TO BE SEQUENCED TO COMPLETE
KICK-OFF MEETING (704-663-1699).
5.1.6. CONSTRUCTION ENTRANCE (CE)
10. FILTER SOCK (FS) DEPICTED AT THE TOP OF BANK SHALL BE 18"
STREAM RESTORATION ACTIVITIES, ESTABLISH FINAL GRADE, AND
SEDIMENTATION REPRESENTATIVE:
3.
IN -STREAM LAND DISTURBING ACTIVITIES SHALL NOT OCCUR UNTIL
6. THE FOLLOWING BEST MANAGEMENT PRACTICES (BMP) SHALL BE
COIR FIBER MATERIAL. FILTER SOCK SHALL BE PLACED AT TOP OF
STABILIZE WORKSPACE AS THE PROJECT PROGRESSES
CONTROL CONTACT: JEREMY DEAN
THE USACE NATIONWIDE PERMIT (NWP) 27 APPROVAL AND NCDEQ
UTILIZED AS NECESSARY DURING ALL LAND DISTURBING ACTIVITIES
BANK AFTER THE COMPLETION OF WORK EACH DAY, ON
DOWNSTREAM, TO PREVENT UNNECESSARY AMOUNT OF ACTIVE
MR. JASON A. BROWN CPESC NO.: 00004207
401 WATER QUALITY CERTIFICATION IS OBTAINED.
WITHIN THE LIMITS OF DISTURBANCE (LOD).
NON -WORKING WEEKENDS, AND PRIOR TO STORM EVENTS.
WORKSPACE.
PHONE: [phone] EXPIRES: 01/18/2021
4.
CONSTRUCTION ACTIVITIES SHALL BE SEQUENCED IN
6.1. TEMPORARY SEEDING (TS)
11. FILTER SOCK (FS) DEPICTED AT THE APPROACHES TO THE
14. PERMANENT SEEDING/ STABILIZATION AND IMPLEMENTATION OF
CONCURRENCE WITH THE THREE PHASE EROSION CONTROL PLAN.
6.2. MULCHING (M)
TEMPORARY STREAM CROSSING (TSC) (NOT TO SCALE) SHALL BE
THE REVEGETATION PLAN SHALL COMMENCE ONCE THE STREAM
5.
PHASE II, OR THE INTERMEDIATE PHASE OF THE EROSION CONTROL
6.3. TOP SOILING (TpSI)
BEDROCK ENVIRONMENTAL ROAD WATTLES. DEVICES SHALL BE
RESTORATION ACTIVITIES ARE COMPLETE.
NOT FOR CONSTRUCTION
PROPRIETARY & CONFIDENTIAL ALL RIGHTS RESERVED ` DO NOT SCALE THIS DRAWING ` USE DIMENSIONS ONLY
IREF. DWG(S)
PIEDMONT'S NATURAL GAS FACILITY DRAWINGS ARE CONSIDERED CONFIDENTIAL (OM-1095) ` DRAWING IS CURRENT ONLY THROUGH THE LATEST REVISED DATE `TO INSURE THERE IS NO
RISK OF INAPPROPRIATE DISCLOSER ALL PREVIOUS PAPER COPIES OF THIS DRAWING MUST BE DESTROYED IN ACCORDANCE WITH RECORDS & INFO. MANAGEMENT (RIM) POLICY 1001
DATE REVISION(S) DESCRIPTION BY CHK APPD DESCRIPTION APPROVALS
/08/2020 ISSUED FOR100% REVIEW KADWFB AS AREA CODE - rE REGIONAL DUKE MARSHALL STREAM RESTORATION
/21/2020 ISSUED FOR PERMITTING KADWFB AS ACCOUNT NUMBER - DATE "s ENGINEER Piedmont
PROJECT NUMBER 1190706 rE MGR recH 'I Natural Gas INTERMEDIATE PHASE -EROSION AND SEDIMENT CONTROL PLAN
DRAWING BY KAD DATE " s REC 8 STD
STATION ID - rE PRINCIPAL COPYRIGHT2015 PIEDMONT NATURAL GAS CORP. LINCOLN COUNTY NORTH CAROLINA
ENGINEER CORP. OFFICE 4720 PIEDMONTROW DRIVE f
CHECKER INITIAL WFB DATE �s CHARLOTTE, NC28210
EET(S) 13 OF 18 ISCALE AS SHOWN
G DATE "29/2020 SUPERSEDED
DRAWING NUMBER
REVISION
CE102
2
DISCIPLINE / RESOURCE CENTER/ LINE NUMBER

I
24
\ \ \ \ _
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�` °_ `°— — \ \ \ FINAL PHASE - EROSION AND SEDIMENT CONTROL PLAN Feet
0
\
EROSION AND SEDIMENT CONTROL PLAN NOTES:
1. LAND DISTURBING ACTIVITIES MAY NOT OCCUR UNTIL THE NCGO1
CONSTRUCTION STORMWATER PERMIT HAS BEEN OBTAINED, NOTICE
OF INTENT (NOI) HAS BEEN SUBMITTED, AND THE CERTIFICATE OF
COVERAGE (CDC) HAS BEEN AQUIRED.
2. PRIOR TO LAND DISTURBING ACTIVITIES, THE CONSTRUCTION
CONTRACTOR SHALL CONTACT THE NCDEQ MOORESVILLE REGIONAL
OFFICE TO SCHEDULE AN IN -PERSON CONSTRUCTION KICK-OFF
MEETING (704-663-1699).
3. IN -STREAM LAND DISTURBING ACTIVITIES SHALL NOT OCCUR UNTIL THE
USACE NATIONWIDE PERMIT (NWP) 27 APPROVAL AND NCDEQ 401
WATER QUALITY CERTIFICATION IS OBTAINED.
4. CONSTRUCTION ACTIVITIES SHALL BE SEQUENCED IN CONCURRENCE
WITH THE THREE PHASE EROSION CONTROL PLAN.
f
1
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REVEGETATION LEGEND:
Z� THREE -GALLON
NURSERY TREES [30]
ERNMX - 307 NC PIEDMONT RIPARIAN SEED [0.50
ACRES]
308 NC PIEDMONT WETLAND SEED [0.10
ACRES]
LIVE WILLOW STAKES (SalixNigra) PLANTING ZONE
(TRIANGULAR PATTERN)
[8,823 SQUARE FEET, -2,500 LIVE STAKES]
ROLLED EROSION CONTROL PRODUCT (RECP) PER
DETAIL [>700 GRAM COIR FIBER MATTING]
5. PHASE III, OR THE FINAL PHASE OF THE EROSION CONTROL PLAN, SLOPE] DETAIL PROVIDED IN THE EROSION AND SEDIMENT CONTROL DETAILS.
SHALL INCLUDE THE FOLLOWING ACTIVITIES:
5.1. REMOVAL OF ALL TEMPORARY MEASURES ONCE APPROPRIATE
5.1.6. IMPLEMENTATION OF THE REVEGETATION PLAN
5.1.6.1. WETLAND & RIPARIAN SEED MIX, LIVE WILLOW STAKES,
UPON PROJECT COMPLETION, THE ACCESS ROAD SHALL BE RESTORED
TO PRE -CONSTRUCTION CONDITIONS, PER LANDOWNER
Know what's below.
STABILIZATION HAS BEEN MET AND THE NCDEQ MOORESVILLE
TREE PLANTING, AND SHRUB PLANTING
REQUIREMENTS.
Call before you dig.
REGIONAL OFFICE EROSION CONTROL INSPECTOR HAS APPROVED
6.
THE CONSTRUCTION ENTRANCE (CE) SHALL BE REMOVED PRIOR TO
Dial 811
THE REMOVAL OF TEMPORARY DEVICES. THE FOLLOWING
PROJECT COMPLETION.
Or Call800-282-7411
MEASURES (AS SHOWN) ARE TO BE IMPLEMENTED TO ACHIEVE
7.
UPON NCDEQ APPROVAL AND PROJECT ACCEPTANCE BY POND, ALL
FINAL STABILIZATION IN ANTICIPATION OF PROJECT COMPLETION.
PERMITS TO BE TERMINATED.
24-HOUR EROSION AND
ENGINEER'S
5.1.1. PERMANENT SEEDING (PS)
8.
CONTRACTOR TO CONTINUE MAINTENANCE OF FINAL PHASE EROSION
5.1.2. MULCHING (M)
CONTROL UNTIL PERMIT CLOSURE.
SEDIMENTATION
REPRESENTATIVE:
5.1.3. TOP SOILING (TpSI)
9.
CONTRACTOR TO CONDUCT 1-YEAR POST CONSTRUCTION MONITORING
CONTROL CONTACT:
JEREMY DEAN
5.1.4. DUST CONTROL (DU)
PER THE REVEGETATION PLAN.
MR. JASON A. BROWN
CPESC NO.: 00004207
5.1.5. ROLLED EROSION CONTROL PRODUCT (RECP) TO BE
10.
THE EXISTING ACCESS ROAD BETWEEN FORNEY HILL ROAD AND THE
PHONE: [phone]
EXPIRES: 01/18/2021
INSTALLED PER THE RECP DETAIL WITHIN LIVE WILLOW STAKES
PLANTING BOUNDARY [BETWEEN BANKFULLAND TOE OF
PROJECT AREA SHALL BE MAINTAINED IN -KIND WITH EXISTING
CONDITIONS AND WITH THE CONSTRUCTION ROAD STABILIZATION(CRS)
NOT FOR
CONSTRUCTION
PROPRIETARY & CONFIDENTIAL ALL RIGHTS
RESERVED
* DO NOT SCALE THIS DRAWING * USE DIMENSIONS ONLY
IREF. DWG(S)
PIEDMONT'S NATURAL GAS FACILITY DRAWINGS ARE CONSIDERED CONFIDENTIAL (OM-1095) * DRAWING IS CURRENT ONLY THROUGH THE LATEST REVISED DATE *TO INSURE THERE IS NO
RISK OF INAPPROPRIATE DISCLOSER ALL PREVIOUS PAPER COPIES OF THIS DRAWING MUST BE DESTROYED IN ACCORDANCE WITH RECORDS & INFO. MANAGEMENT (RIM) POLICY 1001
DATE REVISION(S) DESCRIPTION BY CHK APPD DESCRIPTION APPROVALS
/08/2020 ISSUED FOR100% REVIEW KAD WFB AS AREA CODE - rE REGIONAL Piedmont DUKE MARSHALL STREAM RESTORATION
/21/2020 ISSUED FOR PERMITTING KAD WFB AS ACCOUNT NUMBER - DATE " s ENGINEER
PROJECT NUMBER 1190706 rE MGR recH 'I Natural Gas FINAL PHASE -EROSION AND SEDIMENT CONTROL PLAN
DRAWING BY KAD DATE " s REC &STD
STATION ID - rE PRINCIPAL COPYRIGHT2015 PIEDMONT NATURAL GAS CORP. LINCOLN COUNTY NORTH CAROLINA
ENGINEER CORP. OFFICE 4720 PIEDMONTROW DRIVE f
CHECKER INITIAL WFB DATE �s CHARLOTTE, NC28210
EET(S) 14 OF 18 ISCALE AS SHOWN
G DATE "29/2020 SUPERSEDED
DRAWING NUMBER
CE103
REVISION
2
DISCIPLINE / RESOURCE CENTER/ LINE NUMBER

SFO
TOP OF SILT F
MUST BE AT LE
ABOVE THET(
THE WATTI
SILT FENCE - TYPE NON -SENSITIVE
Ie C s-S�tllon
Mal F/� laMllfmrch
SIDE VIEW
GENERAL NOTES_
1_ FLOW SHALL NOT RUN PARALLEL WITH SILT FENCE_
2 ENCOFSILT FEN CE SHALL BE TURNED UPHILL
3_ ALL POSTS SHALL BE STEEL
INSTALLATION NOTES_
1_ THE BASE OF BOTH END POSTS SHOULD BEAT LEAST ONE FOOT HIGHER
THAN THE MIDDLE OF THE FENCE_ CHECK WITH A LEVEL IF NECESSARY_
2_ INSTALLPOSTS4FEETAPARTINCRITICALAREASANC6FEETAPARTON
STANDARD APPLICATIONS_
3_ INSTALL POSTS 2 FEET BEEP ON THE DOWNSTREAM SIDE OF THE SILT FENCE,
AND AS CLOSE AS POSSIBLE TO THE FABRIC, ENABLING POSTS TO SUPPORT
THE FABRIC FROM UPSTREAM WATER PRESSURE_
4_ INSTALL POSTS WITH NIPPLES FACING AWAY FROM THE SILT FABRIC_
5_ ATTACH THE FABRICTO EACH POST WITH THREETIES, ALL SPACED WITHIN
THE TOP 81NCHES OF TH E FABRIC_ ATTACH EACH TIE DIAGONALLY 45
DEGREES THROUGH THE FABRIC, WITH EACH PUNCTURE AT LEAST 1 INCH
VERTICALLY APART_ ALSO, EACH TIE SHOULD BE POSITIONED TO HANG ON A
POST NIPPLE MEN TIGHTENED TO PREVENT SAGGING_
6_ WRAPAPPROXIMATELV 6INCHESOFFABRICAROUNBTHEENBPOSTSANB
SECURE WITH 3TIES_
7_ NO MORETHAN 24 INCHES OF AM INCH FABRIC IS ALLOWED ABOVE GROUND
EVEL
8_ THE INSTALLATIONO BE CHECKED AND CORRECTED FOR MYDEVIATIONS BEFORERE COMPACTION
9_ COMPACTION IS VITALLY IMPORTANT FOR EFFECTIVE RESULTS_ COMPACT
THE SOIL IMMEDIATELY NEXT TO THE SILT FENCE FABRIC WITH RON WHEEL
OF THE TRACTOR, SKID STEER, OR ROLLER EXERTING AT LEAST 68 POUNDS
PER SQUARE INCH _ COMPACT THE UPSTREAM S10E FIRST, AND THEN EACH
SICETWICE FOR FOR ATOTAL OF 4TRIPS_
MAINTENANCE NOTES_
1_ INSPECT SEDIMENT FENCES AT LEAST ONCE AWEEK AND AFTER EACH
RAINFALL MAKE ANY REQUIRED REPAIRS IMMEDIATELY_
2_ SHOULCTHEFABRIG OF A SEDIMENT FENCE COLLAPSE,TEAR, DECOMPOSE,
OR BECOME INEFFECTIVE, REPLACE IT PROMPTLY_
3_ REMOVE SEDIMENT DEPOSITS AS NECESSARVTO PROVIDE ADEQUATE
STORAGE VOLUME FOR THE NEXT RAIN AND TO REDUCE PRESSURE ON THE
FEN GE TAKE CARE TO AVOID UNDERMINING THE FENCE DURING CLEANOUT.
4_ REMOVE ALL FENCING MATERIALS AND UNSTABLE SEDIMENT DEPOSITS AND
BRING THE AREATO GRACE AND STABILIZE AFTER THE CONTRIBUTING
DRAINAGE AREA HAS BEEN PROPERLY STABILIZED_
5_ CLEAN OUT AT 5D% CAPACITY USAGE_
6_ LIFE OF FEN GE_&9 MONTHS_
STANDARD SILT FENCE OUTLET WITH
WATTLE
SILT FENCE
a FILTER FABRIC,
O HARDWARE
CLOTH IN TRENCH_
uAx
2 iNTosauD—ND
STEEL POST
WOVEN WIRE FABRIC
INSTALLATION NOTES_
1_ INSTALL SILT FENCEACJACENTTO OUTLET STRUCTURE PER
SEA & SF -2 DETAILS_
2_ OUTLET STRUCTURE SHALL BE STABILIZED BY STEEL POSTS
18" FILTREXX SILTSOXXT
SECTION VIEW
SPACED NO GREATER THAN FOUR FEET AP ART_
3_ UTILIZE WOVEN WIRE FABRIC FOR SILT FENCE OUTLET IN
AND 12" EXCELSIOR
PLACE OF SILT FENCE FILTER FABRIC_
WATTLE
4_ UTILIZE AN I8"FILTREXX SILTSOXX AND A 17 EXCELSIOR
16"MIN
WATTLE AT FOR FILTRATION ALONG THE ENTIRE LEN GTH OF
WOVEN WIRE FABRIC AT SILT FENCE OUTLET_
5_ INSTALL WATTLE AND SILTSOXX PER MANUFACTURERS
REQUIREMENTS_
6_ ALL FILTER SOCKS SHALL HAVE MULCHING INSTALLEBAT
EDGES ACJACENTTO SILT FENCE TO PREVENT UNTREATED
FROM FROM EXITING THE WORK AREA
7_ UTILIZE POLVACRVLAMICE(PAM) ON THE FILTER SOCKS PRIOR
TO RAIN EVENTS_ REAPPLY AFTER EACH RAIN EVENT_
8_ WATTLETO BE KEVEB IN AND MULCHED PER
INSTALL STEEL STAKES 4'
MANUFACTURERS SPECIFICATIONS_
IN FILTER SOCKS AS
9_ IN STALL 6t3tTSECIMENT PIT UPSLOPE OF OUTLET_
NECESSARY TO PREVENT
ORIENTATION WILL VARY DEPENDING ON TERRAIN_
MOVEMENT
MAINTENANCE NOTES_
1_ REMOVED SEDIMENT FROM WATTLE, FILTER SOCK, AND
SEDIMENT PIT WHEN THEY REACH 5D% SEDIMENT RETENTION
CAPACITY_
2_ REPLACE WATTLE} FILTER SOCKAS NEEDED TO ENSURE
BEWATERIN G AN B PROPER FILTRATION _
3_ PAM SHALL BE REAPPLIED TO THE DEVICE PRIOR TO ALL RAIN
EVENTS_
4_ MAINTAIN ADJACENT SILT FENCE PER SEA AND SF -2 DETAILS_
FC E
SILT FENCE - TYPE REINFORCED
— V MAx SURF NNSE -
i N." FOR TNOUT WA'.FR'S
SMALL Rum
FILTRATION GEOTEXTILE
RLIF
rA'MSM OF fWL& AND
UK INTO 7R94H
;d" MdF1!
FC
INSTALLATION NOTES
—USE FILTRATION GE01EXTILE
A MINIMUM OF 36' IN YADTH AND FASTEN ADEQUATELY TO THE
POSTS AND WRE AS DIRECTED.
—USE WTE A MINIMUM OF 32' IN WDTH AND NTH A MINIMUM
OF S LINE WRES METH 12' STAY SPACING
—PROVIDE S'—V STEEL POST OF THE SELF —FASTENER ANGLE
—FOR MECHANICAL SLICING METHOD INSTALLATION, CEOTET[TLE
SHALL BE A MAXMUM OF 16' ABOVE GROUND SURFACE.
—RE M�MM'ESuMEWM�
—REMOVE AND OISONE OF SILT THEACCUMULATIONSF THE
THE
DEPTH REACHES ONE—HALF OF 1FiE HEIGHT OF THE
E
—REMOVE
lE.
AND REPLACE DETERIORATED OR CLOGGED
CEOTEXRLE.IE.
TEMPORARY GRAVEL CONSTRUCTION
ENTRANCE / EXIT
REINFtlArEO TEMPORARY MET
FENCE CETAIL
M WICAWBE
NOTES_
1_ TH ETEMPORARV GRAVEL CONSTRUCTION ENTRANCE} EXIT ISTO PROVIDE
BUFFER AREA WHERE VEHICLES CAN DROP THEIR MUD AND SEDIMENT TO
AVOID TRANSPORTING IT ONTO PUBLIC ROACS,TO CONTROL EROSION FROM
SURFACE RUNOFF, AND TO HELP CONTROL OUST_
2_ IFCONCITIONS ATTHE BUTANE SUCH THAT MOSTOFTHE MUCANC
SEDIMENT ARE NOT REMOVED BY VEHICLESTRAVELING OVER THE GRAVEL,
THETIRES SHOULD BE WASHED_ WASHING SHOULD BE DONE ON AN AREA
STABILIZED WITH CRUSHED STONE THAT GRAINS INTO A SEDIMENT TRAP OR
OTHER SUITABLE AREA A WASH RACK MAY ALSO BE U SEC TO MAKE
WASHING MORE CONVENIENT AND EFFECTIVE_
3_ LOCATE CONSTRUCTION ENTRANCES AND EXITS TO LIMIT SEDIMENT FROM
LEAVING THE SITE AND TO PROVIDE THE MAXIMUM UTILITY BY ALL
CONSTRUCTION VEHICLES_ AVOID STEEP GRADES AND ENTRANCES AT
CURVES IN PUBLIC ROADS_
INSTALLATION_
1_ CONSTRUCTIONENTRANCE/EXITSHALLBE CONSTRUCTED AT A MINIMUM OF
61NCH THICKNESS, 12 FEET IN WIDTH, AND 50 FEET IN LENGTH_
2_ 2-3INCH COURSE AGGREGATE ISTO BE USED ASTHE CONSTRUCTION
ENTRANCE SUBSTRATE_
MAINTENANCE_
1_ MONITORCAILVTO SUPPLEMENT STONETO ENSURE ENTRANCE FUNCTIONS
PROPERLY_
2_ CLEAN ANY MATERIALTRACKEC ONTO PUBLIC ROADWAY IMMEDIATELY_
3_ SCHEDULE ROUTINE SWEEPING ATTHE ENO OF EACH MRKCAV_
SIDE VIEW
DW DEWATERING FILTER BAG
TURBIDITY CURTAIN SYSTEM
NOTES_
1_ ENVIRO-USATYPE2 MEDIUM CUTYTURBICITVCURTAIN, OR EQUIVALENT, FOR
MOVING WATER, TO BE UTILIZED_
2_ INSTALLAND MAINTAIN PER MANUFACTURERSSPECIFICATIONS_
3_ CURTAIN TOBEINSTALLEDAROUNDACTIVEMRKAREATURBIDITVCURTMNIS
NOT TO BE INSTALLED PERPENDICULAR TO FLOW
4_ TEMPORARILY STABILIZE WORK AREA PRIOR TO REMOVING TURBIDITY CURTAIN_
5_ SILTCURTAIN S SHOULD BE ORIENTED PARALLDIRECTION ELTO THE OF FLOW
6_ FOR SITES NOT SUBJECT TO HEAVY WAVE ACTION, THE CURTAIN HEIGHT SHALL
PROVIDE SUFFICIENT SLACK TO ALLOWTHE TOP OF THE CURTAIN TO RISE TO
THE MAXIMUM EXPECTED HIGH-WATER LEVEL (INCLUDING WAVES) NH ILETHE
BOTTOM MAINTAINS CONTINUOUS CONTACT WITH THE BOTTOM OF THE WATER
BODY_ THE BOTTOM EDGE OF THE CURTAIN SHALL HAVE A WEIGHT SYSTEM
CAPABLE OF HOLDING THE BOTTOM OF THE CURTAIN DOWN AND CONFORMING
TOT E BOTTOM OFTHE WATER BODY, SO ASTO PROHIBIT ESCAPE OF TURBID
WATER UNCERTHE CURTAIN_
7_ THE SILT CURTAIN SHALL BE LOCATED BEYOND THE LATERAL LIMITS OF THE
CONSTRUCTION SITE AND FIRMLY ANCHORED INTO PLACE THE ALIGNMENT
SHOULD BE SET AS CLOSETOTHE WORK AREAAS POSSIBLE BUT NO SO CLOSE
AST O BE DISRUPTED BV CONSTRUCTION EQUIPMENT)
8_ THE ENDS OF THE SILT CURTAIN SHALL BE SECURELY ANCHORED AND KEYED IN
ORDER TO ENCLOSE AREA_
9_ A GENERAL RULE OF THUMB FOR ATTACHING ANCHORS ISTO DO SO AT 1W
INTERVALS (DEPENDING ON CURRENT AND TIDAL CON DITIONS, IT MAYBE
NECESSARY TO ANCHOR THE BARRIER ON BOTH SIDES -AS SHOWN)
GENERAL NOTES_
1_ FILTER BAG MATERIAL IS BASED ON PARTICLE SIZE TO BE
FILTERED_ COURSE PARTICLES REQUIRE WOVEN MATERIAL; SILTS
AN CLAYS REQUIRE NON -WOVEN MATERIAL
2_ CO NOT OVER PRESSURIZE FILTER BAG OR USE BEYOND CAPACITY.
3_ LOCATECISCHARGEINAFLATAREAUPSTREAMOFWELL
ESTABLISHED VEGETATION_
4_ DISCHARGE IS NOT PERMI TEB WITHIN 15 FT OF A STREAM.
5_ FILTERED MATERIALTO BE SPREAD OVER SITE, SEEDED AND
MULCH EB AS SHOWN ON THE ES&PC PLAN_
TYPE C SILT
FENCE AROUND
FILTER BAG
AGGREGATE OR STRAW WITH
GEOTEXTILE LINER UNDER FILTER BAG
PROPRIETARY & CONFIDENTIAL ALL RIGHTS RESERVED ` DO NOT SCALE THIS DRAWING ` USE DIMENSIONS ONLY
PIEDMONT'S NATURAL GAS FACILITY DRAWINGS ARE CONSIDERED CONFIDENTIAL (OM-1095) ` DRAWING IS CURRENT ONLY THROUGH THE LATEST REVISED DATE' TO INSURE THERE IS NO
RISK OF INAPPROPRIATE DISCLOSER ALL PREVIOUS PAPER COPIES OF THIS DRAWING MUST BE DESTROYED IN ACCORDANCE WITH RECORDS & INFO. MANAGEMENT (RIM) POLICY 1001
DATE REVISION(S) DESCRIPTION BY I CH K APPD DESCRIPTION APPROVALS
108/20201 ISSUED FOR100% REVIEW KADIWFBI AS JAREA CODE I - REGIONAL DUKE MARSHALL STREAM RESTORATION
/21/2020 ISSUED FOR PERMITTING KADWFB AS ACCOUNT NUMBER - DAre �wr�r�s ENGINEER Piedmont
PROJECT NUMBER
1190706
rE
DArE
" s
MGR TECH
REC & STD
'I Natural Gas
COPYRIGHT 2015 PIEDMONTNAIURAL GAS CORP.
CORP. OFFICE 4720 PIEDMONT ROW DRIVE
CHARLOTTE, NC28210
EROSION AND SEDIMENT CONTROL DETAILS
LINCOLN COUNTY NORTH CAROLINA
f
DRAWING BY
KAD
STATION ID -
rE
DArE
As
PRINCIPAL
ENGINEER
CHECKER INITIAL WFB
10' MAX
2'
2'
24-HOUR EROSION AND
SEDIMENTATION
CONTROL CONTACT:
MR. JASON A. BROWN
PHONE: [phone]
ENGINEER'S
REPRESENTATIVE:
JEREMY DEAN
CPESC NO.: 00004207
EXPIRES: 01 /18/2021
Know what's below.
Call before you dig.
Dial 811
Or Call 800"282"74T 1
NOT FOR CONSTRUCTION
REF. DWG(S)
SHEET(S) 15 OF 18 SCALE AS SHOWN
DWG DATE "2&/202o SUPERSEDED
DRAWING NUMBER REVISION
CE501 2
DISCIPLINE / RESOURCE CENTER/ LINE NUMBER

2" WOODEN
STME
2 FT. Z• 18- WATTLE
,I EII
15"-16" 4FT. � SEEINSETA
UPSLOPESTAKE
FLOW -
PAM
P OZ.)
TOP VIEW
18"WATTLE J 4' DOWN SLOPE STAKE
MAX. SPACING
TOP VIEW
FILL SLOPE/ EDGEOF
PROJECT (LOG)N
18" WATTLE
MULCH AROUND
STRUCTURE PER
MANUFACTURER'S
SPECIFICATIONS.
IITT II -II III II -III -II III -II LIT II -III -I
12" MIN. STAKED INTO
SOIL
INSTALLATION NOTES2 USE 2 HE_
TEcl Si"oSECT ON
anlTLEcnT osW UT onOrvoIN D
_ noawrvLOP STAKES AT AN NciE To
WEDGE WATTLE To BOTTOM OF D TH
T OVERLAP WHERE DITCH TYPICAL SECTIONS REQUIRES
• =DEASTARLESMADE-01-IN DIAMETER STEEL WIRE FORMED INTO A U SHAPE
NOTILE11THIN 12 IN LENGTH.
EVERY
1 IF NEAR -ON BOTH SIDES OF WATTLE
a.[OPnoNaiPREONROTOPO�YAGaYaMOErPAMiAPPLI--,O-NAsoILS,MPuI
FROMPROJECTLOCATION.AND FROMOTSTEMATERAI ANDDALATTLE EALVZEFOR
e. I`OPnONATII NTIALV APPLY 2 OuncEs oFANOIN oRNEUTRALLY CHARGEDPAM OVER
WHERE WATER W FIF
APPLY PAM AFTEREVERVRANFALEVENTTnATISEOUAL ONR GEE_
IF
10 DSBE WEENRAMOITISGHLTERSOCKSPER
MANUFACTURERS11. UTIEZECOREBERMATTNSTALINGF7000HAMIINSWALswlTHCONCENTRATEDFLow.
MAINTENANCE NOTESTHROUGH THE DEVCE BETWEEN MIN EVENT.
* MONTORTHIEW ODEN STAKES AND STAPLES TD ENSURE THAT THE WATTLE REMAINS
OREDAUTERNANEVENTS
FILTER SOCK WITH PAM FF-S]
INSTALLATION NOTES_
DIAMETER
HER
WATTLE
a. T;LEiTOTHI2LNo AUON
lsAEGHTSOFiOWWILWAASHRONDWATTLE AND
a ONE Fool I�DAMETERSR EL wcRE FORMED INTO AuuRss PORE
NOT LESS THAN 12. IN LENGTH.
* INSTAILL STAPLES APPROX MATELY EVERY 1 IF NEAR PDOUTON BOTH SIDES OF WATTLE
B UTITZEMITUCH MANUFACTURERSINaTAL,ATONa CUIR MEN OITSG LTER o KaPER
MAINTENANCE NOTES OVEA_ UMULATONS WHEN THE DEPTH REACHESON-ALF
OF HE A�Z
THROUGH THE DEVCE TA
* MONTORTHIEWOODENS NES AND STAPLES TO ENSURE THAT THE WATTLE RE -INS
SECURELYANCHOREDAFTERRAINEVENTS
CROSS SECTIONAL VIEW PERIMETER FILTER SOCK FFS]
NC Piedmont FACW Mix
+IJ.nm.ln itI'D FPS
mairip.n..ikiil ni,a�%i..,i
nw .vcF .nA.mwe4 r¢.yye� h ,
t S P4 Fb". •brim'ew..6R F[wyl. • 1'IrrinI' A',I�bt e, Ih L•i
eR lllhu•u, mouAnann. r:o,npy plain n>: Lcee,Fr n.nnn�nrnxil A -Bin -tower lYnui N[ lrnrn.l
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,yp � oneloenArru..T['Frorye rvlohr eeok,edde, rx: [•xy1r,
Fapvnn rerr<auaul�l. ,:saonremmnlm.ar. r.. E.envrl
IAl mmr,xanri•n. Cc,n�x n�r.'�.'rCLkw,me RM1T SrJe•. fort Plnin Kf. L.d„xf
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G-n 1 Product Infvrmul inn:
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.lunge, Ilia guiding GhBofarlry a Un0J.it Immix, 11 not
Ilion Numhar F.Rn YYm9
Pm deeTr6erla•,: IENT i ENtUL SIf,1BG
...�•„sawsrldr�e;
Price: $48.191Ib
eeding aab:z6lh Pr•acra
NC Piedmont Riparian 14I1x
PS
apgpypwrd v.ml�r,.. R.
m. Fhmu i imnans."5 a'mbx :,•nelxlx .rldn•.1n,wOv.,
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Item Nwnhe, EP.NMr 30T
pmderf [atrporler: PRINT; a AIL I SHARL
price:$21, 1 Mb
s.wing wee: Tu 1h pgr.crn
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neprlm,nrcwerw fh,-..1
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&10
TEMPORARYSEEDING
FTSDerinition PL,ramr,apiJ;­y om d Eu.0 nnm Aar .. I.rui., 1,Pe me
L�niak oisir, n.u,.- fw .•niunn 1reln11 m iLrfnuhd crap
PUrpose li.I-IN.-I, d"WAd a,caa NaI will n-e M 1-UPI n- hna.
I. a �, rid ,.r none t1. 'I .Aitndai Ju„
3enl..xar, "I,oi ..nunil, rwu,11 wed'cool.. ,epel:an..� •.
ivlicr ., r,N•n .onlrnl nica,ulL- wi M.�wnlr.� ,1 In Add.. n pS., �J,
r,Wu fnr u,il pnxwli.�n an�,.vrE,.d prrrauwuo and mfucex siu ik,n. ..I
.UJ and du,l pn,luunn It.. bore unl.. fav-. danoe.,m.13 L 11L
Conditions Where 1M any rKvn i, uMr Vt ed. N -pa-ly r•r. m ,uJ wU1 �
Practice Apphes ,cpc.au, r,.wo I Ilr,kd 1•-r k-:, Ism I lien APH en rid ,lw pr.¢I ..
mluk d„,a,luiu d.nu, [rnprcur, Jinrcnl halm, I.�mprruY owl non 1.
wd IofAod Wock"L,
Planning S-AEhlalm. whaaalr ,U' ldUwla1na11 aN.wanr 6u �wlY •�n.•..1.���
Considerations s ° w'Wle it e.anb,IB imusl nr _"'rur,rgrluu.r wore
,awe f 1av11 - Ih: Inlegul. nl ,•n11Yr Mint.. eIZI-1 ,mrlwL� .nL1.
o• &1L�. J.•er,n �n, .rtd the hink. nl Jai•, :find aNmiclN haMns N L.n �i•-..
slue dww 1uIi U: on.c.,urund•. id, lA &I,u Fie caan":
Ih frryun,r, .a ,wWurnl bs,m c4arM�, xdl M iNucvd dw.. __.....u..�,
�e.,err w ar6., e1�.l e,hm Nrc a,. >,and-o
n �rnN.w i ,el •.•n��n nl'a , an! wl.r. rv,p p rry,rnn.m 1n nipe.ne :peeps, m �1
.lid oar d, �n1 •na �1, h�a:u.e a, n 117'r�..unnrr.kN m R µn
I .Ihlrr a, kdl­ .• nwn:�•f,rJ ywarnnvti arN iw•..n.n.njyl•­,-aefWl, eN.
-.1i in Jinn -hoed wnd nl Ir LWIU n 41.1 •ill WL-H-1
lutI xa4vr, pm Wua vo. In comae Jun f f.oe dares •••ni.:
aim pen•,..�..vndualmo e1.ulJ ru muio,er
Speclficaitons 0-ntlNne 6 ARB. „rhrr peon Inr.i,.Pubd, .nu mw011 allrn�.n�..
mlr,J prml,cn aucli u, dilL� • R • . amrhIB- MIRITMc ,Kap,kpe,
kLo r lluj rwlt xt,11.V p,nmau n .Birlmwr w.1 m Lx Ihr nv.em
hur13 Nvolt k, m .m,L ddin 1l,g pwAI kr B[Aan1 k�udiynh ��r
-I'ac, v,mg. t 1pt.. T.B.- v r11r+=1 rh•w
SE1II61:1) PAE?A Aft 3e3l
Liu.! xwlhN preyeau�o n. eeaiUW In ,ucce,=ful pl.,m .vnM,ahouni ,
F .lie ,�eJLnl ,. xrkl•pW,n.,reJ. .... . ant uoitwn, Where hrihu,n.,n_
m Ibor yr caw Jp .slier nu, Ir kri w,Ih . mac .rc Lu uvwc. •
WI Jed _
IJWrk-Rryd, Impv,:wwalmin..rlanlr.wwllnrnLLaa,Aa led. P1 l la.' n1.i..
M.hrsodaroe kn,.n..n app[„-now,nryl.und 1,"1 IiNr.l rmKsto -nr 11
No.- 6.11if
IYiaNI[EY18rIC8 N^wr W m•I„v.n • r> �I �R a,�,x
.x, lxa.,Ixr ru Iowa o-„e 1nrc. a. m�.r, ,
0
1-, I. he 4-d d:
TIN ur di,c NUL PoRsI areoe m he seed ii In a mmm.um depth or four
laJ mche, Nemnyeshpon larger Ihontbree 131 iincB,r oo aoy+alr, .iiL*,
and rxh , ex.ra.pm. maµniala Pui ,r fm Ir n. mwepm> 0
during the an.l PrLyumf on 3rnc add p!r mMiFn aM T ilm-, a1 the
rate speciEcd .n tlu .nd tu1 upon.
• R.o . BV.,cL Ihr a,na tnilmny.o enlrlppcktr seller The Ii m,hrd III hall
m.uh urns I avrfn,, x'irli a kaaue, uniinrmly fine Ier[Iuc All
mlyenand Lire c.wnlw she11hr riot ,dand,i11NmpruvyrLhcaprr¢=ed
hmahe Lira nape Ong nl'ylndM arc+s,a NixAnl.,mmcdi.,cly ulkr
Ld crade. ale Ok.1 ncd ­1 Pi elrwdieu i. mmplumE
Ara. en hi tiprigpd, 9.ddad, aedlm P4nIn[:
to
• Al the Ii1ne of plaM,nr lilt nr dixr the preBorc�I+rwsr.,+lkplh nF [,y1r (J]
i• 1nl,nchex below f1. appr., ,!a fni:F 1 pnyje. Remn,e 01 rimer
]rrgerlluU three lit nkhn „n an,'w1r, s,i,l,. nuan ­1 nlner l•enanemw
tit, diu slut fFrcN uannnrnk.l in Ibe rippmp p.,-. odd p11
W410M.. re B.Zr, and Mlar ren,m Pmlicd. 1 amrndmenn
• Ro-n,mparl the Nno uNlinngee Inperker collar N.I prepare f Ilul peach
as Jerrihed obovr. In,.ull spsiy,F. saJ omlpWms nr Jnnlnl rmmcdiumly
.Ilrr One groJrom lny i. p1m. Mukh. min aced-.,r [.ek a Ip-16til
V C.CI7A'nuR
Anmt.h.I.I, nf eecd mW 3Jeti maeruh I. en , Rmo.M n Rloiulxn or
ry M.IJI11 fem td.H ThroughnPl Nnnh ['ammo, r13.UI,
tt +d.dulc deh,. od aaekraLima, aM ¢flux f.W-
1wexM diH hMrlulLon
lmgn m cored", J. JI&R 1 =rg orivn IBI F
'.Enid aHm. 'ro hdp meeee I � -IIII i,i• gdtil'vat. nKiaim
caalMdmenm fie I ntt, olegeries,
• Inmediefe 9EIM di. - mn.c r=^r vnraartan INnlu ,ampmmI nmlch.sp
mar he Mill a fnr nnm that, w Iidi�tinn if nu Ni d ,•,, the o,_d
,W, Bell rnn.nrnnn.aaurme I
• Pnnl:uv 9u1.iluohun - pl-...... "mewling en•:tt up In } }rut w+Ih
e apttifrcd nuAi inw proI
r Limp In in 5[alhlva[mn - p1..11 •nrmrin pm,dh4 pr1n 111r L.I. w11N
nW nlwr let. ,sekried In the owner
An INIq ejoh:n1'Iher.• ame J.N sm, M.- III drc lacer
pbH- Ilnnie.J1und mdmrcnnnrc nnm hr n IWod in IN p4ns.
Immedloee ,egrlazi.e ro,cr x,ll dx,aya rLqune .Jdni„nal IanJuehiul, ,ol!
mrexlnxnu. pnl .71a. nn,:sceJillp a1Whw inlKr h,niml[mul ihnin.11o
Moil prl- repr.eshe-i, 1aMiNIe1
raze of I u-11/_e sws•arr no cause mods U amol_1, 5 ton, wre on A[
Irau d.,11, 1,-IL,.aliluenl .Appsk JU 1.1, 111111 be,nh ,od na•ula,UU,
[-T7
cola1hr uq, 46 ..Ilea nF.,it SOLI, nh A lal n ,ir h,A] r N-d RUL BitImfe!
Pinnill r-Hau appl-win sites on flied Ic h When, Ihru air IoN nrslbfe.
dpply . I U i 0-1 a grwr f-d- of 7111.1,.UO In'aere. Both rrrldD. u W h-
4-ld he n+nquraled ,tI rho cop a-h nW h pr , L II'a hyrhaeNc ,k I n
..ed. d, x[ nllz..ad alai fen 1 I..te dun Ill moors txlure alyJuuunn
Smire., ot.O..dnit It -- L114L• qceu.tn[ nnau I -LA . A luuac
wnIJ adJm.eMI .nlNd.nlsq. nay N4 h C. FBI ed errept In %,-A w hrp •
Awl 11'vinv l folios Ihr ,.f •• m became -k.d an crti k- q
mAo 3- N. NmAq In dWkmg, rekwp., toi n mg,,M whey .uuhle nalhwl,
(iroawr rn ILrmw ,tapes etogmc IhAn } I .n the L Mipar it lh xMmg
I11 h 03. ]'erf..e AN.' n,xp•I
PFAIrTSELECTIOS
Scla[ an uptrtlpnglc garbs or =pxss m[uure San 6u,Ic h IUe tau xedsng
m tale ..'Doer Jell a LI mm,np. 1+1,6r hills In, wm-f. ant 1P14r h Ilk h.
TwJ
Ir the 1Tawwns, Dax & r and Ja s ,dtngs Tun✓• pwtt cha.x � .f
, WIN,, lit ra nn•L•!,u ,, In pl." n Ifi . Un,n..,c rL�p rAtolWuam
rafallaskIII.- I xLn -I
skkII
Lrerlra lr uM Uo. a nclaLe.teedc brundc.I, duo C.l1i 'kv r •da.
pp g I i. put
carh --lit, U. u ,. !asks h Iua-61r BLL-lra,l
y._ we3 Po ra YLnp L
rn-.dog and hvdPo..hng me apprnpnat, I•. ,IalP •lnpL'c xhre.• ,yu.pnT
ratu.M be dmrn Hurd hrudd.asulle n.a ILLa n1[onWcd t,cLeLL.c n1 ,hr
d,[T11u1sy .n xh.r,np u wif. d,o-.l LiUU.
lava eronA I -A II Loomed Ica I-B, than I n.h drop, oaf prove, And
iugB... fm Inure din, I:'_ -1. Hf L-t rave I... be Ln,u d l , FALfas
11u,., d1., ,,,lt. aA! 1hea. hphll, rn,ned 11111 a ,UIICI ,e rulnrikl,rr
lyd[ase JLd mLr[i.rn cMu1d mL•]ndc a wwd Libor mcll.lmcl mulch
N17-[1111[:
The Ire ofin apprnpraN match u11I help enwe esulhllshr wiii okler I
mrdsh-s, AI ss essmuel to ,erdm ,uccrse IiI lurch u[r -isdi ns
1 P+.n lrr h 14. slukhln,¢l Harsh .,W w,nhtenL, I IUPk
lie ADM. m fall C. ,. w cu.er Ixwd III- mukho .sr nMt m &BW
ndo4j-• ru. LbA user,
"or- Ih_? f
rat Lxureiy ML OF dry .cash.,
• Ad, er.e wt1, W dlnw. Ma -kJ', or Nph in cli l ,r mod 1..4
arras nneI nNKcrrrawd tl.w
11 ma uua Ica k mu1.1Td n wbMc[w o.wrmtend liar AE1[ , aa,n rh.mct,
noels- mul[I, xHh m•U,nr INal., 6 IJ. .AFPII hDr;f
PERMANENT SEEDING NOTES:
1. APPLY AGRICULTURAL LIME AS REQUIRED BY A SOIL SAMPLE ANALYSIS
RESULTS OR AT A RATE OF 75 LBS / 1000 SQ FT
2. APPLY COMMERCIAL FERTILIZER AT THE RATE PRESCRIBED BY A SOILS
SAMPLE ANALYSIS RESULTS OR AT A RATE OF:
48 LBS / 1000 SQ FT 5-10-10 FERTILIZER
24 LBS / 1000 SQ FT 10-20-20 FERTILIZER
20 LBS / 1000 SQ FT 18-24-6 FERTILIZER
3. PERMANENTLY SEED IN ACCORDANCE WITH NC DEED EROSION AND
SEDIMENT CONTROL MANUAL AND BY THE FOLLOWING
RECOMMENDATIONS:
DATE: SEED TYPE: SEEDING RATE:
AUG. 15 - NOV. 1 TALL FESCUE 300 LBS / AC
RYE GRAIN 120 LBS / AC
NOV. 1 - MAR. 1 TALL FESCUE 300 LBS / AC
ABRUZZI RYE 25LBS /AC
MAR. 1 -APR. 15 TALL FESCUE 300 LBS /AC
APR. 15 -JUL. 30 HULLED COMMON
BERMUDA GRASS 25 LBS / AC
JUL. 1-AUG.15 TALL FESCUE 300 LBS /AC
BROWN TOP MILLET 35 LBS / AC
SORGHUM 30LBS /AC
SUDAN HYBRIDS 30 LBS / AC
4. MULCH PER THE MULCHING DETAIL PROVIDED AND AT A MINIMUM OF 2
TONS OF STRAW PER ACRE. MULCH AT A GREATER RATE DURING
JANUARY - MARCH AS NEEDED FOR PROJECT SITE CONDITIONS.
5. STREAM 50 FOOT RIPARIAN BUFFER AREAS ARE TO BE PERMANENTLY
SEEDED WITH NATIVE RIPARIAN MIX AS SPECIFIED.
,rmm,,; 2=4
ate d,�y
SERICIA LESPEDEZA,
nnt-,yf° Limit,"��
°
BEING AN INVASIVE
SPECIES, SHALL BE
SUBSTITUTED FOR
ALTERNATIVE NATIVE
'°.
SPECIES SUCH AS
r,n,
SWITCHGRASS
wo•w.. Dee to
(PANICUM
0� ,BA, 2e,w,o,o�e 'o°t-
VIRGATUM),
SPLITBEARD
Ann emreva,.AB- a,eny lams'eln aslln nrlu•L
BLUESTEM
(ANDROPOGONTERNARIUS),
F n.a•xy.,,.4,. eynp,.
BEGGARLICE
(DESMODIUM SPP.),
PARTRIDGE PEA
seedlndmlitur.
iy
neeJin6 ma r.PeeNa Irmo i
Rocemmen A
(CHAMAECRISTA
FASCICULATA)
.aneaea e1 a m d m mm�r
TS 1Meare��41q ,! hq=A
esa+,,,-carps. •.a +a
lied one
Fdbx nramm�ne,ma a aer In•,m o emly 2uov aeoe voue
Ml�ea•d'nn Haar ,o-,o ,D lem.zer
NWd.
r000 er.pe=vew +eaa err•w1„ rcH NitY ++•9+•^•++w. •q
�we
mew andvgloa Ayy •nLnex-ev1•ee>I �o+1 m•[e
�a.nAna.
n 16A Jab �nw..w ""_
24-HOUR EROSION AND
ab R,
SEDIMENTATION
CONTROL CONTACT:
T"I.s1[c
sr.dlly.+nw.
a ammew° °^•
I
MR. JASON A. BROWN
PHONE: [phone]
❑
.em a , ar�a,ma.,,,,,a.,, lice b
�maa.aep m�mr ,Nam.
ENGINEER'S
Nan,
REPRESENTATIVE:
Al:r:,., .rh
JEREMY DEAN
i.Nre.em,al�.,anrralm
CPESC NO.: 00004207
a
EXPIRES: 01/18/2021
Ir;'e ao�o
worn a.. ,s. r,.n..a w ewe fine Ie.¢
.n
Crow Pb•y v roes Mu•ma�1 e,eeere. m •rIn fat,no y
I ewh k,wa
PROPRIETARY & CONFIDENTIAL ALL RIGHTS RESERVED ` DO NOT SCALE THIS DRAWING w USE DIMENSIONS ONLY
PIEDMONT'S NATURAL GAS FACILITY DRAWINGS ARE CONSIDERED CONFIDENTIAL (OM-1095) ` DRAWING IS CURRENT ONLY THROUGH THE LATEST REVISED DATE w TO INSURE THERE IS NO
RISK OF INAPPROPRIATE DISCLOSER ALL PREVIOUS PAPER COPIES OF THIS DRAWING MUST BE DESTROYED IN ACCORDANCE WITH RECORDS & INFO. MANAGEMENT (RIM) POLICY 1001
DATE REVISIONS) DESCRIPTION BY I CHK I APPD I DESCRIPTION APPROVALS
/08/2020 ISSUED FOR100% REVIEW KADWFB AS AREACODE DATE REGIONAL DUKE MARSHALL STREAM RESTORATION
/21/2020 ISSUED FOR PERMITTING KADWFB AS ACCOUNT NUMBER - DATE INITIALS ENGINEER Piedmont
PROJECTNUMBER
1190706
DATE
DATE
AS
ITECH
REC&STD
'I Natural Gas
NURO GAS CORP.
COPYRIGHT201E4720 PIEDMONT
CORP. OF CHARLOTTE, MO8210 DRIVE
CHARLOTTE, NC28210
EROSION AND SEDIMENT CONTROL DETAILS
LINCOLN COUNTY NORTH CAROLINA
t
DRAWING BY
KAD
STATION ID _
DATE
DATE
INITIALS
PRINCIPAL
ENGINEER
CHECKER INITIAL WFB
Know what's below.
Call before you dig.
Dial 811
Or Call 800-282-7411
NOT FOR CONSTRUCTION
REF. DWG(S)
EET(S) 16 OF 18 SCALE AS SHOWN
G DATE "29/2020 SUPERSEDED
DRAWING NUMBER REVISION
CE502 2
DISCIPLINE / RESOURCE CENTER/ LINE NUMBER

Practice Smndardr and Specications
Tug
Construction MATERIALS
Specifications ar Damine w a1a,, the quality and quantity m available Wphil justifies
p selective handling. Quality topsoil has the following chmackdsdcs:
'l b_ '—loam, wady loam, and silt loam are best; sandy clay loam, siltyclsy
loam, clay loam, ed loamy sand me bar. Do vat use hayclay and mgawc
soils such as peat m muck as topsoil
Oraysic matter eomcat—o.aun,s refrad W a, "hi mie nanny) e—ld
be greater Man In by weight.
Acidiry BshoWd be greaterthe 3.6 before limiig, had hang is required
if it is less than 6.0.
Soluble netts —should be less than 500 Win
Sodium —sodium a&mpnoa ratio shoud be less dam 12.
Tne men of mamral mating the above qualifications should be at bast 2
inches. Soil factors such as rock liuithiml ,slope, depth 10 water table, and
layer ne,kaess affect the ease of excavntiet and eh adiag mtm,ail.
Beauty. the uWa at a the sail, which is richest is organic maser, is
most desirable; hw ,material excavated from deeper layers may be worth
storing if naafi the other criteria li kd above.
organic nails such ax mocks andpcatx do oat make gone Wpsoil. Tn,y can he
iden Dedby their extmmely light weight when dry.
STRIPPING
Strip Wpsoil ovly fin. those areas that will be dmhub,e by axn ei.,filling,
madbuilding, m compaction by equipment. A 4-6 inch stripping depth is
n, but depth vales dependfg a the site. Detmsine depth estippmg
bytakingsoil comsat scvaal locationswrthin cash ar W be'saippcd. Topsoil
depth generally varies Wong a gathant Wm hillWp W toe of the slope. Pal
sediment basins, diversions, had other-airls mto place before stripping.
STOCKPILING
Select stockpile locmim to avoid slopes, natural dprmx ways, and malt,
mute,. OaIap, a.,ree eadng is Beier had more ecoaomiwl when Wpsoil
i mockpikd in smW piles localyd scm cocas wham they wilt It -al.
Sediment barricre—Use nmi.- f ces mother banters where necessary
to retain sediment.
Temporary needing —Protect Wpsoil mm kpike by temporarily seeding as
,ama, possible, no more than 21 calendar days after the th—aim, of the
stockpile (P notice 6.10, Tzaraorary Seeding).
Perm man vegetation —If smckpilcs will sot be used within 90 days they
u , be stabilized with permanent vegeation W control erosion and weed
growth (Practice 6.11, Permanent Seeding).
SITE PREPARATION
Before spreading,boos, sh erasiav sad sWfnotation controlpractices
such as divemions berate, ddik,kes watawaYs and sediment basins.
Grading —Maintain 6 Wee on the azeas f be tupsoikd ...King W the
approved plan that do not alih them by adding Wpsoil.
Limit of sub,el Where the pB of the existing subsoil k an or less, m the
soil is omposeby .it ry days, peatiamW eta, eah l limesfne th be h d
ofih, b.ed by soil teals or specified for the seeaing .fixture t be used
iP6,, b di l Permanent Seedtng). Itmorpmate lime W a debt of at least 2
inches by disking
Raugheain�lmraediately prior to spmadim dre mpsoil, loosen the sabeOr
by disking m scarifying W adq,th afar ket 4 incb., W —bonding nffc
lopsoilmdsubsoi1. Bar amendments have been mehipme d, loose in, soli
W a depth of at least 6 itches before sptmdhe Wpsoil.
SPREADING TOPSOIL
Uniformly dishibuk Wpsoil W a rumm e, compacted debt of 2 inches m
3:1 slopes asd 4 inches os flatter slopes. T. dhfi mwe the volume uftm,.A
required for application W various depths, use Table 6.04a. Do von spread
Wpsoil while it is fir— m muddy m when the eibWa i is wet m fimcat.
Correct any irregularities u the smface that result from topsoiling m other
earn am, W prevent the frvenian of ftn, . m water pockeb.
Compaq the topsail ceugh W re. goad cosmet with the uekhtymg
sail, but avoid excz,sive compaction, as it messes rwalf and inhibit,
seed giana ifion. Light packing with a roller is raommeaded where high
-
mWsleeace turf m W be established.
Table 6.0 a Depth Per 1,000 Par
Cubic Yard
of Topsoil (inches) Sq. ft. Acre
Required for Application to
Various Depths 1 3.1 134
2 s.2 2B8
3 9.3 403
4 12.4 "1
5 15.5 a'.
6 18.6 804
On slopes ame�as that dl,mb, mowed, thesorb,¢ maybe lehrough after
ec aaarg Wpsoil. A disk may be used 0 eaten, bonding a[ the bra fhce
bctwccn the Wpsoil tad subsoil.
After Wpsoil applicnlian, Wllow procedures Wr seedbed prepmnti faking
cure th avoid,,,,sire truing oft.p,.R im, the subsoil.
© MULCHING rM
Definition Application of a protective blanket of straw or other plant residue, gravel, or
synthetic material to the soil surface.
Construction Select at material based on site and practice requirements, availability of
S ecifications material, labor, and equipment. Table 6.14a lists commonly used mulches and
P one alternatives.
Before mulching, complete the required grading, install sediment central
practices, and prepare the seedbed. Apply seed before mulching except in the
following cases:
• Seed is applied as pan of a hydroseeder slurry containing wood fiber
mulch.
• A hydroseeder slurry is applied over straw.
APPLICATION OF ORGANIC MULCH
Organic mulches are effective where they can be tacked securely to the surface.
Material and specifications are given in Table 6.14a.
Spread mulch uniformly by hand, or with a mulch blower. When spreading
straw mulch by hand, divide the area to be mulched into sections of
approximately 1,000IF, and place 70-90lb of straw (1 1/2 to 2 bales) in each
section to facilitate uniform distribution. After spreading mulch, no more than
25% of the ground smface should be visible. In hydmseeding operations a
green dye, added to the slurry, assures a uniform application.
ANCHORING ORGANIC MULCH
Straw mulch ..at be anchored immediately after spreading. The
following methods of anchoring mulch may be used:
Mulch anchoring tool —A manor -drawn implement designed to punch mulch
into the soil, a mulch anchoring tool provides maximum erosion control with
straw. A regular farm disk, weighted and set nearly straight, may substitute,
but will not do ajob comparable to the mulch anchoring tool. The disk should
not be sharp enough to cut the straw. These methods are limited to slopes no
steeper than 3:1, where equipment can operate safely. Operate machinery on
the contour.
Liquid mulch binder Application of liquid mulch binders and tackifiers
should be heaviest at the edges of areas and at crests of ridges and banks,
to resist wind. Binder should be applied uniformly to the rest of the area.
Binders may be applied after mulch is spread, or may be sprayed into the
mulch as it is being blown onto the soil. Applying straw and binder together
is the most effective method. Liquid binders include asphalt and an array of
commercially available synthetic binders.
Emulsified asphalt is the most commonly used mulch binder. Any type thin
Hough to be blown from spray equipment is satisfactory. Asphalt is classified
according
to the time it takes to cure. Rapid setting (RS or CRS designation)
isformulated for curing in less than 24 hours, even during periods of high
humidity; it is best used in spring and fall. Medium setting (MS or CMS) is
formulated for curing within 24 to 48 hours, and slow setting (SS or CSS) is
formulated for use timing hot, dry weather, requiring 48 hours or more curing
time.
6.14.1
6.14.2
FDC Praedoe Standard, and Speeffr-i-
6.84
DC Construction vege i,6 ra— Pvr Itaebea meal el organ n bamo, . olloa
S ecifications pfOV1"° me moat pure mahod of aunt — (sf our, of e
P snnntrwron>.
Mulch (Ivcludlag gravel imado— T. properly app­, mulch off a
fast, e11e means ofconnnmg snot.
sprayovallod e—P.xce,p ,Ispm - adhcsiv¢farvacov anamisails
ma ­W 6....
Table 6.94, Water TypeI Apply
Spray— Adhesive for Dust eillutlon Noule eallonslAcre
Control on Mineral Boll Anionic asphalt
In 7:1 Comae spray 1 200
Latex emulsion 12.5.1 Fine Spray 235
Resin in water 4:1 Fine spray 300
C-se, chloride may be applied by mecbaoial spreader as I..., dry
gaoulec m Bakes at a — that keeps the smkce moil' but mrt m high as to
causew ter pollution. plat dmaage.
3prhlMlvg—The siW im , be aptivkled om1(e erfaccia wet. sp Mutts s
espeuelly ertttive fw drat covtrol onhaW roads and orbs aatfic routes.
1— asm W eba— oonsmmt- roans can alac bo otkamc Wr aver
mvtrol.
Barri
e—A board knee, wind fence, adimem fence, or similar bauier
mtrol Wr atnevia ate bl-re soil Place banias papenWculm ra car ailing air cunenla at intervals alwut IS times tM1e Irama M1eigbt. wM1ere
doer h akvown pmblvn, PmsavcwWdbrcakvrgemdon
TWvge—Deep plow 11, ea, undinurbcd mess evd bms clods to We
mrfvca. TM1is is a tempamry amergancy measure Met can ba used m soon as
soil blowWg slats. Begiv plowivg av the wivdwmd edge of the sire.
Maintenance T4 alndttstwnl.lmeasures MrougM1drywentherperiodsumilalldisnnbed
mrm Moe been stabilized.
Apply asphalt at 0.10 gallons per square yard (10 gal/1,000 ft). Heavier
applications cause straw to "perch" over rills.
In traffic areas, uncured asphalt can be picked up on shoes and cause damage
to rugs, clothing etc. Use types RS or CRS to minimize such problems.
Synthetic binders such as Petroset, Terrandck, and Aeospray may be used, as
recommended by the manufacturer, to anchor mulch. These are expensive,
and therefore usually used in small areas or in residential areas where asphalt
may be a problem (Use of trade names does not constitute an endorsement).
Mulch nettings—Lightweight plastic, cotton, jute, wim, or paper nets maybe
stapled over the mulch according to the manufacturer's recommendations (see
"Nets and Mats" below).
Peg and twine —Because it is labor-intensive, this method is feasible only in
.mall areas where other methods cannot be used. Drive 8-10 inch wooden
pegs to within 3 inches ofthe soil surface, every 4 feet in all directions. Stakes
may be driven before or after straw is spread. Secure mulch by stretching
twine between pegs in a criss-cross-within-a-square patient. Tom twine two
or re times around each peg. Twine may be lightened over the mulch by
driving pegs further into the ground.
Vegetation Rye (gain) may be used to anchor mulch in fall plantings, and
Gemlan millet in spring. Broadcast at 15 When, before applying mulch.
CHEMICAL MULCHES
Chemical mulches may be effective for soil stabiliyation if used between May
I and June 15, or Sept 15 and Oct. 15, provided that they are used on slopes no
steeper than 4:1, and that proper seedbed preparation has been accomplished,
including surface roughening where required.
Chemical mulches may be used to bindother mulches, i r with wood fiber in a
hydroseeded slurry at any time. Follow the manufacturer's recommendations
for application.
NETS AND MATS
Nets alone generally provide little moisture conservation benefits and only
limited erosion protection. Therefore, they are usually used in co junction
with an organic mulch such m straw.
Except when wood fiber slurry is used, netting should always be installed over
the mulch. Wood fiber may be sprayed on top of an installed net.
Mats, including "excelsior" (wood fiber) blankets, are considered protective
mulches and may be used alone, on erodible soils, and during all times of the
year. Place the matting in firm contact with the soil, and staple securely.
INSTALLATION OF NETTING AND MATTING
Products designed to control erosion should be installed in accordance with
manaractmec's instructions. Any mat or blamkewtype product used as a
protective mulch should provide cover of at least 30% of the surface where it
is applied. Installation is illustrated in Figure 6.14a.
1, Apply lime, fertiliser, and seed before laying the net or mat.
2. Start laying the net from the top ofthe channel or slope, and unroll it down
the grade. Allow netting to lay loosely on the soil or mulch cover but
without wrinhles—do not stretch.
INSTALLATION NOTES_
1- KEEPCLEARING AND EXCAVATION OFTHE STREAM BANKS, BED,AND APPROACH TO
MINIMUM-
2- DIVERTALL SURFACEWATER FROM THE CONSTRUCTION SITEONTO UNDISTURBED
-
WATTLES TO ABUT SPAN
AR EASADJOININGTHE STREAM -
3- KEEP STREAM CROSSINGS AT RIGHT ANGLES TO THE STREAM FLOW
BRIDGE. USE I FOOT
4- ALIGNROADAPPROACH WITH THE CENTER LINE OF THE CROSSING FOR A MINIMUM
OVERLAP ON ADJOINING
DISTANCEOF 30 FEET- RAISE BRIDGEABUTMENTS AMINIMUM OF I FOOTABOVE THE
BREAM
WATTLES
ADJOINING APPROACH SECTIONSTO PREVENT EROSION FROM SURFACE RUNOFF AND
ALLOW FLOOD FLOWS TO PASS AROUND STRUCTURE
o
CHANNE`
-
5- STABILIZEALL DISTURBED AREAS SUBJECTTO FLOWING WATER, INCLUDING PLANNED
TEMPORARYSPAN-Y,e
OVERFLOW AREAS, WITH RIPRAP OR OTHER SUITABLE MEAN S IF DESIGN VELOCITY
BRIDGE CROSSING
EXCEEDS THE ALLOWABLE FOR TH E IN-PLACESOIL
6- REM OVETEMPORARYSTREAMCROSSINGS IMMEDIATELY WHEN THEY ARE NO LONGER
NEEDED- RESTORETHE STREAM CHANNELTO ITS ORIGINAL CROSS SECTION, AND
SMOOTH AND APPROPRIATELY STABILIZE ALL DISTURBED AREAS-
�oo
SURFACE FLOW
7- ANY IN STREAM SEDIMENT CONTROL MEASURES MUST BE REMOVED UPON
f DIVERSION
STABILIZATION OF THE AREA
BREAM
MAINTENANCE NOTES_
1- REMOVE AND DISPOSE OF SILT ACCUMULATIONS MIEN THE DEPTH REACHES ONE-HALF
CHANNEL
/
OF THE HEIGHT OF THE PERIMETER WATTLES OR ONtTtALF CAPACITY OF TH ETRAPS-
2- REPLACE OR CLEAN THE WATTLES AS NEEDED TO ALLOW RUNOFF TO SLOWLY
MATTING
J -
DEWATER THROUGH THE DEVICE BETWEEN RAINEVENTS-
3- MONITOR THE STAKES AND STAPLES TO ENSU RETHAT THE WATTLES REMAIN -
WATTLES TO ABUT SPAN
SECURELY ANCHORED AFTER RAIN EVENTS OR HIGH WATER CONDITIONS-
4- MONITOR OAILYTO SUPPLEMENT MATTINGAPPROACHESTO ENSURE PROPER
BRIDGE
FUNCTIONALffY-
INSTALL WATTLE
5- CLEAN ANY ERODIBLE MATERIAL TRACKED ONTO THE APPROACHES OR SPAN
IMMEDIATELY
PERSPECTIVE VIEW
DOWN -SLOPE OF SURFACE
-
6- MATS TO BE EXTENDED 50' OUTSIDE TOP OF BANK UNLESS RESTRICTED BY FIELD
FLOWDIVERSION
CONDITIONS-
7- CURLER ll s H FIBERNET, OR APPROVED EQUIVALENT, RECP SHALL BE UTILIZED ALONG
STREAM BANKS DURING STABILIZATION EXTENDING TO 50 FOOT RESOURCE BUFFER
LIMITS-
8- PROTECT ENTIRE 50 FOOT BUFFER WITH TIMBER MATS, GEOTEXTILE, AND S1DE BOARDS
FROM SILT FEN GE TO SILT FENCE ACROSSTHE BUFFER
SURFACEFLOW 7 MATTING
DIVERSION / APPROACH MATTING SURFACE FLOW
TEMPORARY SPAN APPROACH DIVERSION
BRIDGE CROSSING
ORIGINAL
STREAMBANK
FILTRATION GEOTEXTILE FILTRATION
GEOTEXTILE
STREAM BED
LONGITUDINAL SECTION
3. To secure the net, bury the upslope end in a slot or trench no leas than 6
Fm_1 inches deep, cover with soil, and tamp firmly as shown in Figure 6.14a. Staple
the net every 12 inches across the top end and every 3 ft around the edges and
bottom. Where 2 strips of net are laid side by side, the adjacent edges should
be overlapped 3 inches and stapled together. Each strip ofnetting should also
be stapled down the center, every 3 ft. Do not stretch the net when applying
staples.
4. Tojoin two strips, cut a trench to anchor the end ofthe new net. Overlap the
end of the previous roll 18 inches, as shown in Figure 6.14a, and staple every
12 inches just below the anchor slot.
In channels, rollout strips of netting parallel to the
direction of flow and over the protective mulch.
Ih�lij III Anchor netting in
�L\ a 12-inch trench
12-inch
overlap Join strips by anchorinr
Rgure6.14s lnstillationol netting and matting (modified from Va. Div. of Forestry). and overlapping.
Maintenance Inspect all mulches pe odically, and aft, rainslo msto check For ll erosion,
dislocation or failure. Where erosion is observed, apply additional mulch. If
washout occurs, repair the slope grade, reseed and reinstall mulch. Continue
inspections until vegetation is firmly established.
TEMPORARY STREAM CROSSING
VIA TIMBER SPAN BRIDGE TSC
MMulching Materials andApplicationRates
rgan
Material Rate Per Acre Quality Notes
ic Mulches
Straw
1-2 tons
Dry, unchopped,
Should come from wheat or oats;
unweathered; avoid
spread by hand or machine; must
weeds.
be tacked down.
Wood chips
5-6 tons
Air dry
Treat with 12 Ibs nitrogen/ton. Apply
with mulch blower, chip handler, or
by hand. Not for use in fine turf.
Wood fiber
0.5-1 tons
Also referred to as wood cellulose.
May be hydroseeded. Do not use in
hot, dry weather.
Bark
35 cubic yards Air dry, shredded or
Apply with mulch blower, chip
hammer -milled, or chips.
handler, or by hand. Do not use
asphalt tack.
Corn stalks
4-6 tons
Cut or shredded in 4-6
Apply with mulch blower or by hand.
in. lengths.
Not for use in fine turf.
Sencea
1-3 tons
Green or dry; should
lespedeza
contain mature seed.
seed -bearing
stems
Nets and Mats'
Jute net
Cover area
Heavy, uniform; woven
Withstands waterflow. Best when
of single jute yarn.
used with organic mulch.
Fiberglass net Cover area Withstands waterflow. Best when
used with organic mulch.
Excelsior Cover area Withstands waterflow.
(wood fiber)
mat
Fiberglass roving 0.5-1 tons Continuous fibers of Apply with a compressed air ejector.
drawn glass bound Tack with emulsified asphalt at a
together with a non -toxic rate of 25-35 gal/1,000 Sq ft.
agent.
Chemical Stabilizers'
Aquatain follow Not beneficial to plant growth
Aerospray manufacturer's
Curasol AK specifications
Petroset SB
Terra Tack
Crust 500
Genaqua 743
M-145
'Refer to Practice No. 6.30, Grass Lined Channels.
I'Use of trade names does not imply endorsement of product.
6.14.3 6.14.2
PROPRIETARY & CONFIDENTIAL ALL RIGHTS RESERVED ` DO NOT SCALE THIS DRAWING ` USE DIMENSIONS ONLY
PIEDMONT'S NATURAL GAS FACILITY DRAWINGS ARE CONSIDERED CONFIDENTIAL (OM-1095) ` DRAWING IS CURRENT ONLY THROUGH THE LATEST REVISED DATE' TO INSURE THERE IS NO
RISK OF INAPPROPRIATE DISCLOSER ALL PREVIOUS PAPER COPIES OF THIS DRAWING MUST BE DESTROYED IN ACCORDANCE WITH RECORDS & INFO. MANAGEMENT (RIM) POLICY 1001
DATE REVISION(S) DESCRIPTION I BY I CHK I APPD I DESCRIPTION APPROVALS
108/20201 ISSUED FOR100% REVIEW I KADIWFBI AS JAREA CODE - REGIONAL DUKE MARSHALL STREAM RESTORATION
/21/2020 ISSUED FOR PERMITTING KADWFB AS ACCOUNT NUMBER - —EiwriALa ENGINEER Piedmont
PROJECTNUMBER
1190706
rE
—E
iNITI—
MGR TECH
REC&STD
'I Natural Gas
COPYRIGHT2015 PIEDMONTNAIURAL GAS CORP.
CORP. OFFICE 4720 PIEDMONT ROW DRIVE
CHARLOTTE, NC28210
EROSION AND SEDIMENT CONTROL DETAILS
LINCOLN COUNTY NORTH CAROLINA
l
DRAWING BY
KAD
STATION ID _
rE
nArE
Aa
PRINCIPAL
ENGINEER
CHECKER INITIAL WFB
24-HOUR EROSION AND
SEDIMENTATION
CONTROL CONTACT:
MR. JASON A. BROWN
PHONE: [phone]
ENGINEER'S
REPRESENTATIVE:
JEREMY DEAN
CPESC NO.: 00004207
EXPIRES: 01 /18/2021
Know what's below.
Call before you dig.
Dial 811
Or Call 800-282.7411
NOT FOR CONSTRUCTION
REF. DWG(S)
=T(S) 17 OF 18 ISCALE AS SHOWN
DATE 04/29/2020 ISUPERSEDED
DRAWING NUMBER REVISION
CE503 2
DISCIPLINE / RESOURCE CENTER/ LINE NUMBER

• ems.. - - ° ° 1. ..
v 8
"
HERBACEOUS SEEDING,
4- a$eai•
�•
MID -STORY, ANDCANOPY
'• a °
SPECIES TO BE PLANTED
ABOVE TOP OF BANK
y • y
�^
TOP OF BANK
'�°N°�
j
°t�v 5
ENLARGED LIVE
STAKE CROSS SECTION
DISTANCE VARIES
MOIST SOIL BACKFILL
WETLAND MEADOW ERNMX, ROUNDSTONE,
OR SIMILAR TO BE BROADCAST SEEDED
C
etc
0
EROSION CONTROL
FABRIC AND SEEDING
O
O p:O
C:.. PREPARED
PHASE 1: ESTABLISH PERIMETER MEASURES SUCH AS DOUBLE ROW SILT
TRENCH
FENCE AT THE LOCATION PRACTICAL PER THE EROSION AND SEDIMENT
CONTROL PLAN FOR EFFECTIVE PROTECTION AT LOCATION OF WORK.
STREAM FLOW OQ. P
PHASE 2: MAINTAIN BMPS THROUGHOUT PHASE SO THAT THEY REMAIN
©
EFFECTIVE. PROVIDE RECP (PER DETAIL) AS PRESCRIBED OR IF NEED IS
IDENTIFIED.
PHASE 3: REMOVE TEMPORARY BMPS, STRAW, MULCH, SEED WITH
APPROPRIATE WETLAND OR RIPARIAN SEED MIX (SEE PS DETAIL), INSTALL
LIVE WILLOW STAKES AS SHOWN), AND INSTALL OTHER MEASURES AS
NECESSARY TO ACHIEVE FINAL STABILIZATION.
AS REQUIRED / 1 "_p
SPECIFIED IN PLAN
GEOTEXTILE
FABRIC AS REQUIRE
SPECIFIED IN PLANS
12••(30®
-1 6"
(15—)
6"
(15®)
—LIVE STAKE (2 FT O.C. SPACING)
STAKE
1_ BUFFER RE PLANTING_ RESTORATION OF TEMPORARVRIPARIAN BUFFER IMPACTSWILL BE
CONDUCTED, WHERE INDICATED, BY RE-ESTABLISHING NATIVE SPECIES GRASSES, SHRUBS
ANBTREE LIVESTAKES_
2 ESTABLISH THE VEGETATION ACCORDING TO THE GROWERS ESTABLISHEDTVPICAL SEED
RATES_ AS REQUIRED, CALIBRATE SEEDING EQUIPMENT TO ENSURE REQUIRED
APPLICATION RATES_ SEEDING METHOD SHALL BE IN ACCORDANCE WITH GROWER'S
RECOMM ENCATIONS_
3_ SEED SHALL BE PLANTED IN PREPARED WEEDFREE SEEDBED_ REMOVEALL INVASIVE
SPECIES, LOOSEN SOIL AND THATCH_ WELL CONTROL EFFORTS SHOULD BEGIN PRIOR TO
PLANTING AND MAY REQUIRE MULTIPLE APPLICATIONS_ USE AQUATIC HERBICIDES OR
TILLAGETO ELIMINATE COMPETING VEGETATION_ CONTACTTHE LOCAL EXTENSION OFFICE
FOR SPECIFIC HERBICIDES TO USE AND APPLY ALL HERBICIDES ACCORDING TO LABEL_
4_ LIME AN O FERTILIZERS SHOULD NOT BE APPLIED TO NATIVE GRASSES AT ESTABLISHMENT
UNLESS INSUFFICIENT SOIL FERTILITY IS INDICATED BY SOIL TESTING_ WHERETOPSOILHAS
BEEN REMOVED OR DEPLETED, ORGANIC MATTER SHALL BE ADDED.
5_ BE CAREFUL NOT TO BLEND SEED OF VARYING SIZE, SHAPE AND WEIGHT_
6_ SEED SHALL BE PLANTED AT A PLANTING DEPTH OF NO MORE THANY-, UNLESS OTHERWISE
DIRECTED_
7_ FIRM SOILTO ACHIEVE GOOD SEED TO SOIL CONTACT_
8_ HAND CRIMP MULCH OVER SEED BEFORE INSTALLING RECP_
N"
�STREAMBANK STABILIZATION
TYPICAL CROSS SECTION
0
12"
(30®)
0
INSTALLATION NOTES_
1_ FOR EASIER INSTALLATION, LOWER WATER LEVELATO LEVEL BBEFORE INSTALLATION_
2_ PREPARE SOIL BEFORE INSTALLING ROLLED EROSION CONTROL PRODUCTS (RECPS), SEE
STREAM BUFFER RESTORATION / REVEGETATIONNOTES_
3_ BE IN ATTHETOP OF THE SHORELINE BY ANCHORING THE RECPS IN AG"(15CM) DEEP X
6"D 5CM) WIDE TRENCH WITH APPROXIMATELY 1T(30CM) OF RECPS EXTENDED BEYOND THE
UP -SLOPE PORTION OF THE TRENCH_ ANCHOR THE RECPS WITH A ROW OF
STAPLES/STAKES APPROXIMATELY 12" (30CM)APART IN THE BOTTOM OF THE TRENCH_
BACKFILLAND COMPACTTHETRENCH AFTER STAPLING_ APPLY SEED TO THE COMPACTED
SOIL AND FOLD THE REMAINING 12"(3UCM) PORTION OF RECPS BACK OVER THE SEED AND
COMPACTED SOIL SECURE RECPS OVER COMPACTED SOIL WITH A ROWOF
STAPLES/STAKES SPACED APPROXIMATELY 17(30CM)APARTACROSSTHE WIDTH OF THE
RECPS_
4_ ROLL RECPS EITHER (A) DOWN THE SHORELINE FOR LONG BANKS(TOPTO BOTTOM) OR
HORIZONTALLY ACROSSTHE SHORELINE SLOPE_ RECPS WILL UNROLL WITH APPROPRIATE
S1DE AGAINST THE SOIL SURFACE_ ALL RECPS MUST BE SECURELY FASTENED TO SOIL
SURFACE BY PLACING STAPLES/STAKES INAPPROPRIATE LOCATIONS AS SHOWN IN THE
STAPLE PATTERN GUIDE_
5_ THE EDGES OF ALL HORIZONTAL AND VERTICAL SEAMS MUST BE STAPLED WITH
APPROXIMATELY 2"- 5" (S12 5CM) OVERLAP_ SEAMS SHALL OVERLAP AN B SH INGLEB IN THE
PREDOMINANT FLOW DIRECTION_
6_ THE EDGES OF THE RECPS AT OR BELOW NORMAL WATER LEVEL MUST BE ANCHORED BY
PLACINGTHE REGVS INA 17(3UCM)DEEP X 6"R 5CM)WIDE ANCHOR TRENCH_ ANCHORTHE
RECPS WITH A ROW OF STAPLESISTAKES SPACED APPROXIMATELY 12"(3UCM)APART IN THE
TRENCH_ BACKFILLANDCOMPACTTHETRENCHAFTERSTAPLING_
7_ REFER TO BILL OF MATERIAL QUANTITIES SHEET FOR RECPS AND SEEDING SPECIFICATION_
8_ MATTING TO BE COIR FIBER GREATERTHAN ]00 GRAM_
RECP ROLLED EROSION CONTROL PRODUCT
PUMP SHALL BE, AT MINIMUM, RATED FOR PUMP INTAKE SUMP
400 GALLONS PER MINUTE / 1 CUBIC FOOT PER SECOND_
BACKLP PUMP SHALL BE RESERVED ON SITE_
i
S
TYPE SF -2 SILT Q
FENCE INSIDE
EASEMENT `a
s
� PUMP
/ (E IVAL TT R1MAR)
FLOW
i�� I l
rr INSTALL POLY -SHEETING AND ROCK
/ FOR PUMP AROUND INLET PROTECTION_
/ STREAM DIVERSION PUMP -AROUND NOTES_
1_ PUMP AROUND DEVICES SHALL NOT BE IN OPERATION FOR GREATER THAN 48 HOURS AND
WEATHER SHALL BE MONITORED SO THAT DEVICES CAN BE REMOVED PRIOR TO LARGE STORM
EVENTS_
2_ PUMPS SHALL BE, AT A MINIMUM, RATED TO HANDLE 1 CUBIC FOOT PER SECOND OR 400 GALLONS
PER MINUTE OF FLOW AN ADDITIONAL/SECONDARY PUMP SHALL BE KEPT ON SITE FOR ADDITIONAL
CAPACITY AND REDUNDANCY IN THE EVENT OF PRIMARY PUMP FAILURE_
3_ NATIVE BED MATERIAL WITHIN STREAM WORKSPACE SHALL BE PRESERVED ON -SITE FOR
REPLACEMENT AFTER PROJECT COMPLETION_
4_ REFERENCE NC EROSION CONTROL DESIGN MANUAL AND NC DOT BMPS FOR CONSTRUCTION AND
MAINTENANCE ACTIVITIES FOR GUIDANCE ON INSTALLATION, MAINTENANCE, AND REMOVAL OF
BYPASS PUMP_
5_ ALL WORK COMPLETED WITHIN THE STREAM CHANNEL SHALL BE COMPLETED IN THE •• • • •-HNLESS
PERMIT ALLOWS FOR INSTREAM WORK WITH ACTIVE FLOW
JV BARRIER 6_ IMPERVIOUS DIKES SHALL CO NSISTOFSANDBAGSANDGEOTEXTILEFABRIC,ASNECESSARY
INSTALLATION MAINTENANCE AND REMOVAL SHALL BE AT THE DIRECTION OF THE ON -SITE
WITH SANDBAGS
ENVIRONMENTAL INSPECTOR_ THE ENVIRONMENTAL INSPECTOR SHALL DIRECT THE REMOVAL OF
(SEETABLE FOR
THE BYPASS PUMP AND CONTAINMENT OF SEDIMENT DURING THE FIRST •• •• • -E F•WATER THAT IS
SPECIFIC
RELEASED AFTER REMOVAL ATURBIDITY CURTAIN MAY BE INSTALLED AT THE DISCRETION OF THE
MATERIALS)
ENVIRONMENTAL INSPECTOR_ THE ENVIRONMENTAL INSPECTOR ALSO SHALL ADVISE ON
DISCHARGE LOCATION AND OUTLET PROTECTION MEASURES_
8. INTAKE LOCATION SHALL BE TEMPORARILY STABILIZED WITH POLYSHEETING AND ROCK INLET
PROTECTION_
9. OUTLET LOCATION SHOULD BE STABILIZED WITH A STEEL PLATE ENERGY DISSIPATION DEVICE_
INSTALLATION_
10_ SETUP BYPASS PUMP AND TEMPORARY PUMP AROUND PIPING_ PLACE OUTLET OF TEMPORARY PIPE
TO MINIMIZE EROSION AT DISCHARGE SITE OR PROVIDE TEMPORARY ENERGY DISSIPATION
MEASURES_ FIRMLY ANCHOR PUMP AND PIPING_
11_ CONSTRUCT OUTLET PROTECTION IF NEEDED PER THE NC EROSION CONTROL DESIGN MANUAL.
INSTALL ATEMPORARV STEEL PLATE AT THE DISCHARGE LOCATION_
12_ CONSTRUCT IMPERVIOUS BIKE UPSTREAM OF WORK AREATO IMPOUND WATER FOR BYPASS PUMP
INTAKE_ USE A FLOATING INTAKE FOR PUMPS WHERE POSSIBLE_ INSTALL POLYSH EETING AND ROCK
J
INLET PROTECTION FOR INTAKE LOCATION_
i
13_ BEGIN OPERATING PUMP CONCURRENTLY ONCE UPSTREAM IMPERVIOUS BIKE HAS BEEN INSTALLED_
14_ CONSTRUCT AN IMPERVIOUS BIKE DOWNSTREAM, IF NECESSARV,TO ISOLATEWORK AREA
15_ CHECK OPERATION OF PUMP AND PIPING SYSTEM_
MAINTENANCE_
I IN AL .'
16_ ROUTINELY INSPECT BYPASS PUMP AND TEMPORARY PIPING TO ENSURE PROPER OPERATION.
1]_ INSPECT IMPERVIOUS DIKE FOR LEAKS AND REPAIR ANY DAMAGE_
EAM ED TYPE SF -2 SILT
18_ INSPECT INTAKE AND DISCHARGE POINT FOR EROSION_
FENCE INSIDE
19_ ENSURE FLOW IS ADEQUATELY DIVERTED THROUGH PIPE_
EASEMENT
REMOVAL
20_ REMOVAL SHALL BE COMPLETED DURING LOW FLOW CONDITIONS_
21_ TURN OFF BYPASS PUMP_ IMPERVIOUS DIKE SHOULD BE CONSTRUCTED WITH ADDITIONAL CAPACITY
FLOWBARRIER
TO FACILITATETHE REMOVAL PROCESS_
22_ REM OVE THE DOWN STREAM IMPERVIOUS DIKE, STEEL PLATE, AND RESTORE WORKSPACE
23_ REP LACE ALL INSTREAM CHANNEL MATERIAL
-';
24_ REMOVE UPSTREAM IMPERVIOUS DIKE SLOWLY (ONE LAVER OF SANDBAGS AT ATIME) TO GENTLY
STEEL DISCHARGE PLATE FOR
RETURN THE STREAM TO NORMAL FLOW CONDITIONS_ REMOVE POLYSHEETING AND ROCK
TI
PROTECTION; RESTORE WORKSPACE
OUTLET PROTECTION
25_ REMOVE ALL PUMP AND PIPING MATERIALS FROM WORKSPACE
26_ HAVE THE ENVIRONMENTAL INSPECTOR ON -SITE TO ADVISE ON NECESSITY OF DOWNSTREAM
INSTALLATION OF TURBIDITY CURTAIN OR OTHER MEASURES TO MANAGE SEDIMENT MIGRATION_
STEEL PLATE DISCHARGE
ENERGY DISSIPATION ROUND OUTLET
STREAM DIVERSION VIA PUMP AROUND
1�01
STEEL P A E TO BE REM VED M LOCATION
STEEL PLATE TO REMOVED ANT LOCATION TO
PRIOR
BE RESTORED PRIOR TO PROJECT COMPLETION_
N
PROPRIETARY & CONFIDENTIAL ALL RIGHTS RESERVED ` DO NOT SCALE THIS DRAWING ` USE DIMENSIONS ONLY
PIEDMONT'S NATURAL GAS FACILITY DRAWINGS ARE CONSIDERED CONFIDENTIAL (OM-1095) ` DRAWING IS CURRENT ONLY THROUGH THE LATEST REVISED DATE' TO INSURE THERE IS NO
RISK OF INAPPROPRIATE DISCLOSER ALL PREVIOUS PAPER COPIES OF THIS DRAWING MUST BE DESTROYED IN ACCORDANCE WITH RECORDS & INFO. MANAGEMENT (RIM) POLICY 1001
DATE REVISION(S) DESCRIPTION BY CHK APPD DESCRIPTION APPROVALS
/08/2020 ISSUED FOR100% REVIEW KADWFB AS AREA CODE - rE REGIONAL DUKE MARSHALL STREAM RESTORATION
/21/2020 ISSUED FOR PERMITTING KADWFB AS ACCOUNT NUMBER - DATE "s ENGINEER Piedmont
PROJECT NUMBER 1190706 rE MGRTECH I Natural Gas EROSION AND SEDIMENT CONTROL DETAILS
DRAWING BY KAD DATE " s RE & STD
STATION ID - rE PRINCIPAL COPYRIGHT2015 PIEDMONT NATURAL GAS CORP. LINCOLN COUNTY NORTH CAROLINA
ENGINEER CORP. OFFICE4720 PIEDMONTROW DRIVE f
CHECKER INITIAL WFB DATE �s CHARLOTTE, NC28210
24-HOUR EROSION AND
SEDIMENTATION
CONTROL CONTACT:
MR. JASON A. BROWN
PHONE: [phone]
ENGINEER'S
REPRESENTATIVE:
JEREMY DEAN
CPESC NO.: 00004207
EXPIRES: 01 /18/2021
Know what's below.
Call before you dig.
Dial 811
Or Call 800-282.7411
NOT FOR CONSTRUCTION
REF. DWG(S)
EET(S) 18 OF 18 SCALE AS SHOWN
G DATE "29/2020 SUPERSEDED
DRAWING NUMBER REVISION
CE504 2
DISCIPLINE / RESOURCE CENTER/ LINE NUMBER

G
`sn o1 L/)ebe,. �m Kk-a1a
YaYyDt_ 'as Ste° 9e''Ra 0 P/Rd
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o�t
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a
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61
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gyp.
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y� Lakehaven q e
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/
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y"qa
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Service Layer Credits: Sources: Esri, HERE, Garmin, USGS, Intermap, INCREMENT P, NRCan, Esri Japan, METI, Esri China (Hong Kong), Esri Korea, Esri (Thailand), NGCC, Figure FI
(c) OpenStreetMap contributors, and the GIS User Community g
Project Location Map
DUKE
., ENERGY,
I611IPiedmont
Natural Gas
0 3,000 6,000 Feet
e
0 950 1,900 Meters
Duke Marshall Stream Restoration
Lincoln County, North Carolina
July 2020

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Lincoln County, North Carolina
Existing Access Road 1 JJ
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Project Location
(35.5087886,-81.039435)
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.00
-----� Limits of Disturbance
Perennial Stream ` • t% \
Service Layer Credits: Copyright:© 2013 National Geographic Society, i-cubed
DUKE
., ENERGY,
I611IPiedmont
Natural Gas
J
Figure 2
USGS Topographical Map
Duke Marshall Stream Restoration
0 1,000 2,000 Feet Lincoln County, North Carolina
e July 2020
0 345 690 Meters

Service Layer Credits: U.S. Fish and Wildlife Service, National Standards and Support Team, [e-mail] Figure 3
Source: Esri, DigitalGlobe, GeoEye, Earthstar Geographics, CNES/Airbus IDS, USDA, USGS, AeroGRID, IGN, and the GIS User Community g
Water Resources Map
;DUKE
ENERGY
0111 Piedmont
Natural Gas
0 100 200 Feet
e
0 30 60 Meters
Duke Marshall Stream Restoration
Lincoln County, North Carolina
July 2020

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Service Layer Credits: Source: Esri, DigitalGlobe, GeoEye, Earthstar Geographics, CNES/Airbus IDS, USDA, USGS, AeroGRID, IGN, and the GIS User Community Figure 5
FEMA National Flood Hazard Layer Map
;DUKE
ENERGY
0111 Piedmont
Natural Gas
0 500 1,000 Feet
e
0 162.5 325 Meters
Duke Marshall Stream Restoration
Lincoln County, North Carolina
July 2020

L IV
Natural Gas Pipeline
QLimits of Disturbance
- Perennial Stream
Drianage Basins
0.09 - 5.00 Acres
5.01 - 10.00 Acres
10.01 - 30.00 Acres
30.01 - 50.00 Acres
50.01 - 70.00 Acres
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21.04 Acres
Service Layer Credits: Source: Esri, DigitalGlobe, GeoEye, Earthstar Geographies, CNES/Airbus IDS, USDA, USGS, AeroGRID, IGN, and the GIS User Community Figure 6
Drainage Basin Map
;DUKE
ENERGY
0111 Piedmont
Natural Gas
0 200 400 Feet
e
0 65 130 Meters
Duke Marshall Stream Restoration
Lincoln County, North Carolina
July 2020