20210731 Ver 1_final signed Barnards Creek Bore NW 57_20211011

Electronically Transmitted
U.S. ARMY CORPS OF ENGINEERS
WILMINGTON DISTRICT
Action Id. SAW-2021-01113 County: New Hanover U.S.G.S. Quad: NC -Wilmington
GENERAL PERMIT (REGIONAL AND NATIONWIDE) VERIFICATION
Permittee: Duke Energy
Lee Burton
Address: 1451 Military Cutoff Road
Wilmington, NC 28403
E-mail: [e-mail]
Size (linear feet) +/- 1000 Nearest Town Wilmington
Nearest Waterway Cape Fear River River Basin Cape Fear
USGS HUC 03030005 Coordinates Latitude: 34.1592
Longitude: -77.9376
Location description: The project area is an alignment across Barnards Creek starting south of the Creek at River Road and
extending north across the Creek near the intersection of River Road and Independence Blvd. in Wilmington.
Description of projects area and activity: This verification authorizes the a directional bore under Barnards Creek for a distance
approximately 1000 feet. The entrance and exit pits for the Bore are located in High ground.
Applicable Law(s): ❑ Section 404 (Clean Water Act, 33 USC 1344)
X❑ Section 10 (Rivers and Harbors Act, 33 USC 403)
Authorization: NW 57
SEE ATTACHED NWP GENERAL, REGIONAL, AND/OR SPECIAL CONDITIONS
Special Condition:
Hydraulic Fracturing (Fracking): When directional boring or horizontal directional drilling (HDD) under waters
of the United States, including wetlands, the Permittee shall closely monitor the project for hydraulic fracturing
or "fracking" and material from the drilling operation leaching to the surface and into jurisdictional areas. Any
discharge from fracking or leaching into waters of the United States, including wetlands, shall be reported to
U.S. Army Corps of Engineers, Wilmington District Wilmington Field Office, Attn: Brad Shaver at 910-251-4611
or [e-mail] within 48 hours. Restoration and/or mitigation may be required as a result of
any unintended discharges.
Your work is authorized by the above referenced permit provided it is accomplished in strict accordance with the attached
Conditions, your application signed and dated 6/28/2021, and the enclosed plans Sheets 1-7 of 7 "River Rd. Barnards Creek"
dated 5/21/2021 and Bore Cross Section "Duke Energy UG Wire" dated 7/22/2021. Any violation of the attached conditions or
deviation from your submitted plans may subject the permittee to a stop work order, a restoration order, a Class I administrative
penalty, and/or appropriate legal action.

This verification will remain valid until the expiration date identified below unless the nationwide and/or regional general permit
authorization is modified, suspended or revoked. If, prior to the expiration date identified below, the nationwide and/or regional general
permit authorization is reissued and/or modified, this verification will remain valid until the expiration date identified below, provided
it complies with all requirements of the modified nationwide permit. If the nationwide and/or regional general permit authorization
expires or is suspended, revoked, or is modified, such that the activity would no longer comply with the terms and conditions of the
nationwide permit, activities which have commenced (i.e., are under construction) or are under contract to commence in reliance upon
the nationwide and/or regional general permit, will remain authorized provided the activity is completed within twelve months of the
date of the nationwide and/or regional general permit's expiration, modification or revocation, unless discretionary authority has been
exercised on a case -by -case basis to modify, suspend or revoke the authorization.
Activities subject to Section 404 (as indicated above) may also require an individual Section 401 Water Quality Certification. You
should contact the NC Division of Water Resources (telephone [phone]) to determine Section 401 requirements.
For activities occurring within the twenty coastal counties subject to regulation under the Coastal Area Management Act (CAMA), prior
to beginning work you must contact the N.C. Division of Coastal Management Morehead City, NC, at [phone].
This Department of the Army verification does not relieve the permittee of the responsibility to obtain any other required Federal, State
or local approvals/permits. If there are any questions regarding this verification, any of the conditions of the Permit, or the Corps of
Engineers regulatory program, please contact Brad Shaver at 910-251-4611or [e-mail].
Digitally signed by Brad
Shaver
Date: 2021.09.03 10:47:13
Corps Regulatory Official:-04'00' Date: 09/03/2021
Expiration Date of Verification: 3/15/2026
The Wilmington District is committed to providing the highest level of support to the public. To help us ensure we
continue to do so, please complete the Customer Satisfaction Survey located at
https://regulatory.ops.usace.army.mil/customer-service-survey/
Copy furnished(electronic):
Terracon attn: Jeff Harbour

Action ID Number: SAW-2021-01113
Permittee: Duke Energy, Lee Burton
Project Name: Barnards Creek Bore
Date Verification Issued: 09/03/2021
Project Manager: Brad Shaver
County: New Hanover
Upon completion of the activity authorized by this permit and any mitigation required by the permit,
sign this certification and return it to the following address:
US ARMY CORPS OF ENGINEERS
WILMINGTON DISTRICT
Attn: Brad Shaver
Wilmington Regulatory Office
U.S Army Corps of Engineers
69 Darlington Avenue
Wilmington, North Carolina 28403
or
[e-mail]
Please note that your permitted activity is subject to a compliance inspection by a U. S. Army Corps of
Engineers representative. Failure to comply with any terms or conditions of this authorization may
result in the Corps suspending, modifying or revoking the authorization and/or issuing a Class I
administrative penalty, or initiating other appropriate legal action.
I hereby certify that the work authorized by the above referenced permit has been completed in
accordance with the terms and condition of the said permit, and required mitigation was completed in
accordance with the permit conditions.
Signature of Permittee Date

LEGEND
— — U INSTALL UNDERGROUND WIRE
PROPER DEPTH AID WITH PROPER SEPARATION AS SHOWN BELOW.
I.I INSTALL PME
❑ INSTALL BORE PIT
LE 1: MINIMUM CONDUIT COVER
ION
MINIMUM COVER (X)
SPECIFIC NOTES
INSTALL OH WIRE
:E
30"
SEE NOTE 2
111- -> INSTALL POLE W/GUY
r
SEE NOTE 2
LTAGE)
36"
-
r VOLTAGE)
36'•
SEE NOTE 2
) REMOVE POLE
REMOVE OVERHEAD WIRE
MUM HORIZONTAL SEPARATION BETWEEN CONDUITS.
Q EXISTING POLE
EXISTING OVERHEAD WIRE
DRIZONTAL SEPARATION FROM CABLES IN COLUMN 1 (X)
:IMARY,
200A
PRIMARY, 200A
(10 OR 30) WHEN
BOTH CABLES
PRIMARY, 200A
(10 OR 30) WHEN
BOTH CABLES
FEEDER
- - U - EXISTING UNDERGROUND WIRE
1 OR 30)
ARE NOT PART OF
ARE PART OF
(>200A)
EDGE OF PAVEMENT (EOP)
THE SAME LOOP
THE SAME LOOP
ROAD CENTERLINE
REQUIRED
,ARATION
FIGURE I
36.,
SEE FIGURE 3
PROPERTY LINE/DOT R/W
NO RLQU[RED
SEPARATION
36"
36"
EXISTING RAIL
SEE FIGURE 1
SEE FIGURE 2
SEE FIGURE 3
0 0 0 GUARD
36•
FIGURE 3
35"
SEE FIGURE 3
- - - WATER
- - EXISTING UTILITY EASEMENT
\!
AI
� j%
��
SPARE
TYPICAL
R/W
DEP
EASEMENT
PRIMARY
1
I
RIVER
LIGHTSC
FEEEDERR
FIGURE 3
1 I
1
1
1 20' R/W
-I
IF
10'
I
10'
1
GE OF THE CABLE OR CONDUIT.
SECONDARY CABLES LESS THAN 24' DEEP MUST BE INSTALLED 1N
(2) INCHES OF CONCRETE ABOVE AND BESIDE
NIMUHES OF CO
VER. TWO
RATED HORIZONTALLY FROM CONDUITS CONTAINING ANY OTHER
UNDERGROUND
c
I
R/W
I
1
I
iW TRENCHES MAY BE USED, BASED ON ECONOMICS, TO OBTAIN
FOR INSTALLING CONDUIT
UNDERGROUND SYSTEMS
4L DUKE ENERGY DOCUMENT
LLL CONSTRUCTION PER DUKE ENERGY PROGRESS
SPECIFICATIONS, CODES AND MANUALS.
LICENSURE#: F-1217
sc DUKE
ENERGY®
2033 CORPORATE DR.
[phone]
PIKE
ENGINEERING
WILMINGTON, NC 28405
PIKE.COM
DE Project #: MX9530068
Designed By: Bryan Snyder
Work Order #: 41216145
Design Completed: 07/05/21
The State of North Carolina
Barnards Creek Crossing
Duke Energy UG Wire
Wilmington New Hanover Co.
Scale: As Noted
Pike Project #: 41216145
Office Phone: ---
Cell Phone: [phone]
Engineer: Jason Fox
Sheet: 1 of 1
7/22/2021 2:17:52 PM

RIVER RD. BARNARDS CREEK
WILMINGTON, NC, NEW HANOVER COUNTY, NC
GENERAL NOTES
1. APPROXIMATE STRUCTURE LOCATIONS WERE PROVIDED BY DUKE ENERGY AND ARE FOR REFERENCE
ONLY. THESE DRAWINGS SHALL NOT BE USED FOR LINE CONSTRUCTION.
2. BASE DRAWINGS WERE CREATED BY GIS DATA OBTAINED FROM VARIOUS SOURCES. AERIAL
PHOTOGRAPHY WAS OBTAINED FROM STATE AGENCIES.
3. NOT ALL EXISTING UTILITIES ARE SHOWN. LOCATIONS SHOWN ARE APPROXIMATE. IT IS THE
CONTRACTOR'S RESPONSIBILITY TO ACCURATELY LOCATE, BOTH VERTICAL AND HORIZONTAL,
EXISTING UTILITIES PRIOR TO THE START OF CONSTRUCTION. THE CONTRACTOR SHALL NOTIFY NC
811 PRIOR TO EXCAVATION. CONTRACTOR SHALL NOTIFY DUKE ENERGY IMMEDIATELY IN THE EVENT
OF ENCOUNTERING ANY UNDERGROUND OBSTACLE REQUIRING DEVIATION FROM THE PLAN. COST TO
REPAIR DAMAGED UTILITIES SHALL BE BORNE BY THE CONTRACTOR.
4. ALL UTILITIES SHALL BE PROTECTED AND REMAIN ACTIVE UNLESS OTHERWISE NOTED. CONTRACTOR
SHALL NOT DISTURB UTILITY POLES, GUYS WIRES, OR ANCHORS WITHOUT PERMISSION FROM DUKE
ENERGY.
5. PROJECT IS LOCATED IN THE CAPE FEAR RIVER BASIN.
6. SEE SHEET 7 FOR EROSION AND SEDIMENTATION CONTROL SEQUENCE AND SEEDING SCHEDULE.
7. STREAMS EXTEND BEYOND THE RIGHT-OF-WAY. APPROPRIATE BRIDGING AND MATTING OF THESE
FEATURES IS REQUIRED SHOULD THE CONTRACTOR USE ANY ACCESS ROUTES LOCATED OUTSIDE OF
THE RIGHT-OF-WAY.
8. ANY ALTERNATE ACCESS PLANNED BY THE CONTRACTOR SHALL BE APPROVED BY DUKE ENERGY
PERMITTING PRIOR TO USE.
9. CONSTRUCTION ENTRANCES ARE SHOWN FOR REFERENCE ONLY. HEAVY MATS MAY BE USED IN LIEU
OF ROCK CONSTRUCTION ENTRANCES IF DEEMED SUFFICIENT BY A DUKE ENERGY REPRESENTATIVE.
10. WETLAND MATTING SHALL BE COMPOSITE AND/OR HEAVY DUTY TIMBER/"CRANE" MATS. NO LATTICE
OR TWO-PLY MATTING SHALL BE USED IN JURISDICTIONAL WETLANDS AND/OR STREAMS.
11. NO OIL/FUEL-FILLED EQUIPMENT SHALL BE STORED OVERNIGHT WITHIN 125 FEET OF WETLANDS OR
SURFACE WATER WITHOUT CONTAINMENT.
12. SITE SHOULD BE "STORM READY" AT THE END OF EACH WORK DAY/WEEK.
A
REV FILE NO.
MX9850494
05.21.2021
50% SET FOR REVIEW
REVISION
CONTRACTOR SHALL NOT1F`( "NORTH CAROLINA ONE CALL" c811)
OR (1-800-62-4949) AT LEAST 48 HOURS PRIOR TO
BEGINNING CONSTRUCTION OR EXCAVATION TO NAME EXISTING
UT 1L1T IES LOCATED . CONTRACTOR SHALE CONTACT ANY LOCAL
UTILITIES THAT PRO\IIDCD THEIR OWN LOCATOR SER\IICES
INDEPENDENT OR "NORTH CAROLINA ONE CALL" . REPORT AN
DISCREPANCIES TO THE ENGINEER IMMEDIATEL`( .
DRAWN
CHECKED
APPROVED
NORTH
CAROLINA
Silver
Iako
Silver Lake
PROJECT AREA
Myrtle Grove
VICINITY MAP
SCALE: 1" : 5,000'
Dewberry Project No. 50130650
SHEET LIST:
COVER SHEET
OVERALL PROJECT LAYOUT
EROSION CONTROL MEASURE QUANTITIES
EROSION & SEDIMENT CONTROL PLAN
EROSION & SEDIMENT CONTROL DETAIL
NCGO1 DETAIL 1
NCGO1 DETAIL 2
PROJECT
LOCATION
NORTH & SOUTH CAROLINA STATE MAP
SHT 1 OF 7
SHT 2 OF 7
SHT 3 OF 7
SHT 4 OF 7
SHT 5 OF 7
SHT 6 OF 7
SHT 7 OF 7
MIGRATORY BIRD HOTLINE
STATE AND FEDERAL LAWS PROTECT ALL SPECIES OF NATIVE BIRDS FOUND THROUGHOUT THE DUKE ENERGY
SERVICE AREA. INTERACTIONS OF BIRDS WITH GENERATING FACILITIES, TRANSMISSION AND DISTRIBUTIONS,
SUBSTATIONS, OTHER STRUCTURES AND EQUIPMENT, AND OPERATIONS ARE POTENTIALLY HARMFUL OR FATAL TO
BIRDS. DUKE ENERGY OPERATES THESE 24-HOUR MIGRATORY BIRD HOTLINES TO ASSIST EMPLOYEES AND
CONTRACTORS WITH RELATED INCIDENTS THAT OCCUR DURING WORK ACTIVITIES.
CAROLINAS: 800.573.3853
FLORIDA: 727.386.3084 MIDWEST: 317.430.4497
SPILL REPORTING HOTLINE
IN ORDER TO ENSURE THE PROTECTION OF HUMAN HEALTH AND THE ENVIRONMENT, FEDERAL AND STATE LAWS
REQUIRE THAT CERTAIN TYPES OF SPILLS AND UNPERMITTED RELEASES BE REPORTED TO THE PROPER
REGULATORY AGENCIES AS SOON AS POSSIBLE FOLLOWING IDENTIFICATION. IMMEDIATELY NOTIFY YOUR
SUPERVISOR AND THE FIELD ENVIRONMENTAL/EHS PROFESSIONAL WHEN A SPILL OR UNPERMITTED RELEASE IS
DISCOVERED. IF YOU ARE UNABLE TO REACH THE FIELD ENVIRONMENTAL/EHS PROFESSIONAL, CONTACT ONE OF
THE DUKE ENERGY SPILL REPORTING HOTLINES AT:
CAROLINAS & MIDWEST: 800.527.3853
FLORIDA: 866.769.1266
CONTACTS
OWNER:
DUKE ENERGY PROGRESS, LLC
NUWAN WIJESURIYA
411 FAYETTEVILLE STREET
RALEIGH, NC 27601
PH: (919) XXX-XXXX
XXXXXXXXXXXX@DUKE-E N E RGY. CO M
Dewberry
Dewberry Engineers Inc.
2610 WYCLIFF ROAD
SUITE 410
RALEIGH, NC 27607
PHONE: [phone]
FAX: [phone]
NCBELS #F-0929
www.dewberry.com
ENGINEER:
DEWBERRY ENGINEERS INC.
BETH STEFFENS, PE
2610 WYCLIFF ROAD
SUITE 410
RALEIGH, NC 27607
PH: [phone]
[e-mail]
ir DUKE
ENERGY®
)ac )r,Ress
411 FAYETTEVILLE STREET
RALEIGH N.C. 27601
TELEPHONE NO. [phone]
TITLE
SIZE
D
RIVER RD. BARNARDS CREEK
COVER SHEET
DRAWING MX9850494
SHEET

ADDITIONAL NOTES
1. ALL EROSION CONTROL MEASURES SHALL BE IN STRICT ACCORDANCE WITH LOCAL AND STATE
STANDARDS -SPECIFICALLY THE NC EROSION & SEDIMENT CONTROL MANUAL AND ORDINANCES.
2. ALL DISTURBED AREAS SHALL BE STABILIZED AT THE END OF EACH WORKDAY.
3. THE CONTRACTOR SHALL DILIGENTLY AND CONTINUOUSLY MAINTAIN ALL EROSION CONTROL BMPs AND
STRUCTURES TO ENSURE DEVICES ARE FUNCTIONING PROPERLY TO MINIMIZE EROSION AND SEDIMENT
TRANSFER.
4. ADDITIONAL EROSION CONTROL DEVICES MAY BE REQUIRED DUE TO FIELD CONDITIONS INCLUDING THE USE OF
MATTING ON ALL DISTURBED AREAS.
5. ADDITIONAL EROSION AND SEDIMENT CONTROL MEASURES SHALL BE INSTALLED AT ANY TIME IF DUKE
ENVIRONMENTAL OVERSIGHT OR NCDEQ DEEMS IT APPROPRIATE TO MAINTAIN COMPLIANCE AND GOOD
STEWARDSHIP.
6. ANY STREAMS OR WETLANDS IMPACTS PROPOSED THAT ARE NOT INCLUDED IN THIS PLAN MUST BE APPROVED
PRIOR TO LAND DISTURBANCE.
7. NO WASTE, SPOIL, SOLIDS, OR FILL OR ANY KIND SHALL OCCUR IN WETLANDS OR WATERS BEYOND THE
PERMITTED PLANS (INCLUDING TEMPORARY IMPACTS).
8. NO REMOVAL OF VEGETATION OR OTHER IMPACTS OF ANY KIND SHALL OCCUR TO STATE REGULATED RIPARIAN
BUFFERS BEYOND THE PERMITTED PLANS.
9. ALL WETLANDS, STREAMS, SURFACE WATERS, AND RIPARIAN BUFFERS LOCATED WITHIN 50 FEET OF THE
CONSTRUCTION AREA ON THE PROJECT SITE SHALL BE CLEARLY MARKED PRIOR TO ANY LAND DISTURBING
ACTIVITIES AND MUST BE MAINTAINED ON THE PROPERTY UNTIL THE PROJECT IS COMPLETED.
10. ALL MECHANIZED EQUIPMENT OPERATED NEAR SURFACE WATERS OR WETLANDS SHALL BE REGULARLY
INSPECTED AND MAINTAINED TO PREVENT CONTAMINATION OF WATERS AND WETLANDS FROM FUELS,
LUBRICANTS, HYDRAULIC FLUIDS OR OTHER POTENTIAL TOXIC CHEMICALS. CONSTRUCTION SHALL BE STAGED
IN ORDER TO MINIMIZE THE EXPOSURE OF EQUIPMENT TO SURFACE WATERS TO THE MAXIMUM EXTENT
PRACTICABLE. FUELING, LUBRICATION AND GENERAL EQUIPMENT MAINTENANCE SHALL NOT TAKE PLACE
WITHIN 100 FEET OF A WATERBODY OR WETLANDS TO PREVENT CONTAMINATION BY FUELS AND OILS. FUEL
SHALL NOT BE STORED WITHIN 100 FEET OF A WATERBODY OR WETLAND.
PROJECT OVERVIEW
COMPOSITE MATS
DUKE ENERGY UTILIZES CONSTRUCTION COMPOSITE MATS TO PROVIDE ACCESS THROUGH AREAS
SUCH AS WETLANDS AND WATERBODIES, AGRICULTURAL FIELDS, AND OTHER AREAS AS DETERMINED
BY THE CONSTRUCTION SUPERVISOR. THIS PRACTICE REDUCES SOIL COMPACTION AND PROVIDES A
STABLE TRAVEL LANE FOR CONTRACTORS ALONG THE PROJECT ROW, THUS MINIMIZING LAND
DISTURBANCE. THE MATERIALS USED TO CONSTRUCT THE COMPOSITE MATTING WILL BE ABLE TO
WITHSTAND THE ANTICIPATED LOADING OF THE CONSTRUCTION TRAFFIC. THE COMPOSITE MATS OVER
WATERBODY CROSSINGS WILL BE CLEANED AT THE END OF EACH DAY AND WHERE EXCESS
ACCUMULATION OF SEDIMENT THE COMPOSITE MATS WILL BE CLEANED OFF THROUGHOUT EACH DAY.
THE USE OF COMPOSITE MATS MAY GENERALLY NOT CONSTITUTE SOIL DISTURBANCE OR A CHANGE IN
HYDROLOGY. THEREFORE, THE INSTALLATION OF COMPOSITE MATS ACCESS ROADS AND WORK AREAS
IS NOT CONSIDERED A REGULATED LAND -DISTURBING ACTIVITY.
A
MX9850494
05.21.2021
50% SET FOR REVIEW
TRB
XXX
EBS
REV
FILE NO.
DATE
REVISION
DRAWN
CHECKED
APPROVED
TRENCH/BORE PIT DEWATERING
THE PURPOSE, DEFINITION, CONDITIONS OF APPLICATION AND PLANNING CONSIDERATIONS ARE
IDENTICAL. DESIGN CRITERIA AND SPECIFICATIONS VARY BY DEWATERING BAG MANUFACTURER; A
VARIETY OF GEOTEXTILE DEWATERING BAG PRODUCTS ARE AVAILABLE ON THE MARKET. THE
MANUFACTURERS' GUIDANCE ON THE USE, DESIGN, SIZING, MAINTENANCE, AND APPLICATION OF THE
GEOTEXTILE DEWATERING BAG WILL FOLLOWED.
• CONDUCT DEWATERING (ON OR OFF THE CONSTRUCTION ROW) IN SUCH A MANNER THAT DOES NOT CAUSE
EROSION AND DOES NOT RESULT IN SILT -LADEN WATER FLOWING INTO ANY WATERBODY, OR OFF -SITE PROPERTY.
• ELEVATE AND SCREEN THE INTAKE OF EACH HOSE USED TO WITHDRAW THE WATER FROM THE TRENCH/BORE PIT
TO MINIMIZE PUMPING OF DEPOSITED SEDIMENTS.
• A DEWATERING BAG MAY NOT BE NEEDED IF THERE IS A WELL -STABILIZED, VEGETATED AREA ON SITE TO WHICH
WATER CAN BE DISCHARGED. THE AREA MUST BE STABILIZED SO THAT IT CAN FILTER SEDIMENT AND AT THE SAME
TIME WITHSTAND THE VELOCITY OF THE DISCHARGED WATER WITHOUT ERODING.
• REMOVED DEWATERING STRUCTURES AS SOON AS PRACTICABLE AFTER THE COMPLETION OF DEWATERING
ACTIVITIES.
• REMOVE DEWATERING STRUCTURES AS SOON AS PRACTICABLE AFTER THE COMPLETION OF DEWATERING
ACTIVITIES, IF SEDIMENT BUILD-UP PREVENTS THE BAG FROM FUNCTIONING PROPERLY, OR THE BAG BECOMES
HALF FULL OF SEDIMENT.
HORIZONTAL GRAPHIC SCALE
1,000 0 500 1,000 2,000
4,000
(IN FEET)
1 inch = 1,000 ft.
Welle
,.s.'
Dewberry Project No. 50130650
Dewberry
Dewberry Engineers Inc.
2610 WYCLIFF ROAD
SUITE 410
RALEIGH, NC 27607
PHONE: [phone]
FAX: [phone]
NCBELS #F-0929
www.dewberry.com
DUKE
ENERGY®
'ROGRESS
411 FAYETTEVILLE STREET
RALEIGH N.C. 27601
TELEPHONE NO. [phone]
TITLE
RIVER RD. BARNARDS CREEK
OVERALL PROJECT LAYOUT
SIZE
D
DRAWING MX9850494
SHEET
2 OF 7
RIVER RD. BARNARDS CREEK

QUANTITY ESTIMATE NOTES
A
REV
MX9850494
FILE NO.
ENTRANCES (CE)/
ROADSIDE DITCH CROSSINGS
•
(Estimate: 6 mats per
CE/Cross ng)
WETLAND WORK
(Estimate: 588 SF of Mattingper
Pole) + ACCESS MATTING
PAD
CLEARING
TEMPORARY WETLAND IMPACTS -PROJECT TOTALS
WATTLES
VIEWPORT
EA
POLE
VIEWPORT
SF
POLE/
WETLAND
VIEWPORT
LF
CLEARING LOCATION
VIEWPORT
AC
WETLAND ACCESS MATTING/
WETLAND WORK PAD
SF
4A
2
BBN38
4A
588
1ATP03
4A
50
P1
4A
0.03
TEMPORARY CAMA WETLAND IMPACTS
2,604
TOTAL MATTED CE
2
OL1516
4A
1568
18YX12
4A
50
TOTAL
0.03
TEMPORARY 404 WETLAND IMPACTS
200
TOTAL MATS
12
BBN37
4A
588
P3
4A
50
1G9T19
4A
588
P2
4A
50
TOTAL
3,332
P2
4A
70
BBN39
4A
50
1CJH65
4A
50
W1
4A
50
P1
4A
50
P1
4A
70
W4
4A
70
W4
4A
145
TOTAL
610
ESTIMATED QUANTITIES
LINEAR FEET
(FT)
SQUARE FEET
(SF)
NO. OF MATS
(EA)
WETLAND WORK PAD MATTING
-
3,332
34
WATTLES
610
-
-
05.21.2021
50% SET FOR REVIEW
DATE REVISION
DRAWN
XXX
CHECKED
EBS
APPROVED
01104
Dewberry Project No. 50130650
Dewberry
Dewberry Engineers Inc.
2610 WYCLIFF ROAD
SUITE 410
RALEIGH, NC 27607
PHONE: [phone]
FAX: [phone]
NCBELS #F-0929
www.dewberry.com
1. QUANTITIES LISTED ARE ESTIMATES ONLY AND SHALL BE CONFIRMED BY THE CONTRACTOR AND
APPROVED BY DEP PRIOR TO CONSTRUCTION. THE WETLAND LOCATIONS AND OTHER
JURISDICTIONAL FEATURES WERE DELINEATED BY ENVIRONMENTAL SERVICES, INC. THE
LOCATIONS WERE LOCATED BY GPS AND WERE NOT SURVEYED. LOCATIONS SHOWN ARE
APPROXIMATE AND NEED TO BE CONFIRMED IN THE FIELD.
2. CALCULATIONS ASSUME THAT MATS ARE 7' X 14' COMPOSITE MATS; 7' X 14' = 98 SQ. FT.
3. LINEAR FEET CALCULATION ASSUMES MATS ARE LAID WITH 14' AS THE WIDTH AND 7' AS THE
LENGTH.
4. 'MATTING FOR ACCESS' QUANTITY ESTIMATE INCLUDES MATTING FOR ACCESS ROADS.
5. 'WETLAND WORK PAD' QUANTITY ESTIMATE INCLUDES MATTING FOR WORK ON STRUCTURES
LOCATED IN WETLANDS. ESTIMATE OF 6 MATS (588 SQUARE FEET OF MATTING) PER
STRUCTURE.
6. ROADSIDE DITCH CROSSINGS AND WORK PADS ARE NOT SHOWN TO SCALE. REFER TO TABLE
FOR APPROXIMATE SIZE AND LOCATION.
7. WETLAND MATTING SHOULD BE COMPOSITE AND/OR HEAVY DUTY TIMBER/"CRANE" MATS. NO
LATTICE OR TWO-PLY MATTING SHALL BE USED IN JURISDICTIONAL WETLANDS AND/OR
STREAMS.
8. MATTING LENGTHS ARE LIMITED TO LINEAR FEET FOR ACCESSING THROUGH AND/OR OVER
WETLANDS, AND DITCHES. WETLAND WORK PADS ARE LIMITED TO 588 SQUARE FEET OF
MATTING.
9. ESTIMATES DO NOT INCLUDE QUANTITIES FOR WORK PADS GREATER THAN 588 SQUARE FEET,
ADDITIONAL NON -WETLAND ACCESS, AND/OR ADDITIONAL MATTING NEEDED TO CROSS
WETLANDS WITH MORE THAN 6 INCHES OF STANDING WATER. IT IS THE RESPONSIBILITY OF
THE CONTRACTOR TO ESTIMATE AREAS OF ADDITIONAL MATTING NEEDS AND OBTAIN PRIOR
APPROVAL FROM DUKE ENERGY.
10. MATTING ESTIMATES DO NOT ACCOUNT FOR STACKING OF MATS.
11. WATTLES ARE SHOWN FOR GRAPHICAL DEPICTION OF LOCATIONS. ESTIMATES OF MINIMUM
NUMBER OF LINEAR FEET ANTICIPATED CAN BE FOUND IN THE TABLES ON THIS SHEET.
12. THE EROSION CONTROL MEASURES DEPICTED ON THE PLANS ARE TO BE INSTALLED AS
NEEDED TO KEEP ALL SEDIMENT ON SITE AND OUT OF STREAMS AND WETLANDS. ADDITIONAL
EROSION CONTROL MEASURES (THOSE NOT DEPICTED ON THE PLANS) MAY BE REQUIRED IN
ORDER TO KEEP ALL SEDIMENT ON SITE AND OUT OF STREAMS AND WETLANDS.
13. THE INSTALLATION OF APPROPRIATE EROSION CONTROL MEASURES ARE AT THE DISCRETION OF
THE ON -SITE DUKE ENERGY INSPECTOR.
TOTAL LIMITS OF
DISTURBANCE = 0.71 ACRES
DUKE
ENERGY®
411 FAYETTEVILLE STREET
RALEIGH N.C. 27601
TELEPHONE NO. [phone]
TITLE
SIZE
D
RIVER RD. BARNARDS CREEK
EROSION CONTROL MEASURE
QUANTITIES
DTAWINC
MX9850494
S-IFFT
3 OF 7
RIVER RD. BARNARDS CREEK

/ •
/ / I
1 i / 1
1 1 1- / 1
— / I I /' /J
O�. I /
I I / /
11
1
1
♦
/ /
`\ <�
\ • \\
\ \ /
\ \
•
•
\ \ \ \ ♦
\ s \\ \\ \\ \\
\ \ \
\ \ \•♦
\ \ \ . \
\.
— 1 \•
•
—� \
1
♦
•
\\ \ \\ ♦♦
\ \ — •
\ ♦
•
\ • `// / `•
•
•
'CAROLINA POWER & LIGHT
3124-18-3810.000
•
•
•
♦♦♦ . /
\ // /
/
/
// // // .;
/ / // —// /
/ / // / / // /
/ / / _/ / / / // //
\ / / / / //� //, /. I
/ 1 / // / /_--/
/ 1 I I I // /
I
I
• I
/ /_/ ♦--_ —�/
/ Y//., . -/
•
N.
•
\I
I
' 1
CAPE FEAR PUBLIC UTILITY AUTH
3124-19-1835.000
•
;rob',
\
NNP IV CAPE FEAR RIVER LLC
3124-364852.000
CAPE FEAR PUBLIC UTLITY AUTHORITY
3125-10-2045.000
/
/
•
•
•
•
•
•
♦
\
NNP IV CAPE FEAR RIVER LLC
3125-10-2130.000
•
\
$4.
111011W
• - /
/ /// \,/ //
/ / /
/
r
/
1
--� /// / \ I
\ I \
•
\
♦
•
/
•
•
•
•
\
/
BBN38
\
\
\
I
5-
No
/
OL1515
1
\
•
18YX12
}
BORE PIT (LOCATION APPROXIMATE)
APPROXIMATE SIZE = 1O'x4'x4' DEEP;
INSTALL WATTLES AROUND BORE PIT
BBN39
1CJH65
/
\`
•
NNP IV CAPE FEAR RIVER LLC
3124-364852.000
OL1516
•
SCS VENTURES LLC
3125-00-4831.000
WATTLES CAN BE
USED IN PLACE OF
MATTING IF WORK CAN
BE DONE FROM
PAVEMENT
BBN37
•
OL1517
\
\•
•
•
•
OL1518
1
/
1
I /
l / /.,
/
•
PIPE AND VALVE INVESTMENTS LLC
3125-01-7610.000
oSi
BORE PIT (LOCATION APPROXIMATE)
APPROXIMATE SIZE = 1O'x4'x4' DEEP;
INSTALL WATTLES AROUND BORE PIT
'; /* /
44 / C /
.�✓ / /
To /
OHNMACHT PROPERTIES LLC
3125-01-6785.000
WASTE MGMT OF CAROLINAS INC
3125-11-0985.000
WATTLES CAN BE USED IN PLACE OF
MATTING IF WORK CAN BE DONE
FROM PAVEMENT
1
1 '. \
I \\ \ \
•
•
OL1519
•
•
•
•
•
•
•
•
•
•
•
•
•
•
•
•
•
\ : \ \
•
•
•
•
RIVERS EDGE I LLC
3125-11-8203.000 ,
1
\
•
1
1
•
•
\
\
•
4' I
L.
MARSHES AT RIVERS EDGE HOAI
3125-21-5520-000 LUCAS CHARLES D DEBORAH 0
3125-11-9564.000
VIEWPORT 4A
LEGEND:
EXISTING DISTRIBUTION LINE
EXISTING DISTRIBUTION LINE
RIGHT-OF-WAY
PROPOSED DISTRIBUTION LINE,
OVERHEAD
PROPOSED DISTRIBUTION LINE
RIGHT-OF-WAY/EASEMENT
EXISTING TRANSMISSION LINE
EXISTING TRANSMISSION LINE
RIGHT-OF-WAY
PROPOSED DISTRIBUTION LINE,
UNDERGROUND
EXISTING 2' CONTOURS
PROPERTY BOUNDARY
XXX
USACE/DWR WETLAND
USACE/CAMA WETLAND
LOW IMPACT/SENSITIVE CLEARING,
NO GRUB: ROW
STREAM/CHANNEL
50-FT CAMA BUFFER
DEP PROTECTIVE BUFFER (20'
FROM NON-CAMA WETLANDS AND
30' FROM STREAMS)
COMMERCIALLY MADE MAT
BUFF
LIMITS OF DISTURBANCE
WETLAND WORK AREA PAD
WATTLES
EXISTING DISTRIBUTION POLE
NEW DISTRIBUTION POLE
REMOVE DISTRIBUTION POLE
EXISTING TRANSMISSION AND
DISTRIBUTION JOINT POLE
•
LOD
XXX
XXX
XXX
XXX
EXISTING TRANSMISSION POLES XXX
A
MX9850494
05.21.2021
50% SET FOR REVIEW
TRB
XXX
EBS
REV
FILE NO.
DATE
REVISION
DRAWN
CHECKED
APPROVED
100
LOD
LOD
HORIZONTAL GRAPHIC SCALE
50 100 200
1 inch = 100 ft.
400
NOTES:
1. ALL SITE ACCESS AND CONSTRUCTION PADS THROUGH WETLANDS OR OVER STREAMS SHALL BE VIA COMMERCIALLY -MADE COMPOSITE OR HEAVY DUTY
TIMBER/"CRANE" MATS OR DEP APPROVED LOW GROUND PRESSURE TRACK VEHICLES. LATTICE AND TWO -PLAY MATTING SHALL NOT BE USED IN
JURISDICTIONAL WETLANDS, STREAMS OR BUFFERS. THERE SHALL BE NO GRADING WITHIN WETLAND AREAS. SEE DETAIL SHEET FOR MATTING AND
CROSSING DETAILS.
2. WETLAND WORK PADS AND WATTLES ARE NOT SHOWN TO SCALE. REFER TO DETAIL.
3. WATTLES ARE SHOWN FOR GRAPHICAL DEPICTION OF LOCATIONS. WATTLES ARE TO BE PLACED ON THE DOWNSLOPE SIDE OF THE LAND DISTURBANCES
TO PREVENT SEDIMENT FROM LEAVING THE SITE AND ENTERING WETLANDS/STEAMS. ESTIMATES ARE MINIMUM NUMBER OF LINEAR FEET ANTICIPATED.
SEE DETAIL SHEET. ADDITIONAL WATTLES SHALL BE UTILIZED AS NECESSARY TO KEEP SEDIMENT OUT OF WETLANDS/STREAMS AND WITHIN ROW LIMITS.
4. ACCESS LOCATIONS WITHIN THE DISTRIBUTION LINE RIGHT-OF-WAY ARE APPROXIMATE. ACTUAL LOCATION MAY VARY BASED ON THE FEASIBILITY AND
WEATHER CONDITIONS. WHEN MATS ARE REQUIRED, 1 ROW OF MATS MAY BE INSTALLED IN PARALLEL TO COVER THE 14' ACCESS ROAD WITHIN THE
DISTRIBUTION LINE RIGHT-OF-WAY.
5. SEED SLOPES 3:1 OR FLATTER. SLOPES STEEPER THAN 3:1 SHALL BE MATTED.
6. LOW IMPACT/SENSITIVE CLEARING - LOW IMPACT SENSITIVE CLEARING SHALL COMPLY WITH THE SAME REQUIREMENTS AS "HAND CLEARING" IN THE DEP
TRANSMISSION ROW CLEARING SPECIFICATIONS. LOW IMPACT/SENSITIVE CLEARING INVOLVES MACHINE CLEARING FROM MATS WITHIN 4" OF THE
GROUND SURFACE. THERE WILL BE NO GRUBBING, GRADING, STUMPING, AND NOT DISTURBANCE TO ROOT MAT.
7. CONTRACTOR TO KEEP SEDIMENT OFF ROADS.
owej
toesio
woe
Dewberry Project No. 50130650
Dewberry
Dewberry Engineers Inc.
2610 WYCLIFF ROAD
SUITE 410
RALEIGH, NC 27607
PHONE: [phone]
FAX: [phone]
NCBELS #F-0929
www.dewberry.com
DUKE
ENERGY®
411 FAYETTEVILLE STREET
RALEIGH N.C. 27601
TELEPHONE NO. [phone]
TITLE
RIVER RD. BARNARDS CREEK
EROSION AND SEDIMENT
CONTROL PLAN
SIZE
DRAWING
MX9850494
SHEET
RIVER RD. BARNARDS CREEK

EROSION AND SEDIMENTATION CONTROL
CONSTRUCTION SEQUENCE NOTES
1. DEP REPRESENTATIVE SHALL OBTAIN AND/OR CONFIRM ALL APPLICABLE PERMITS HAVE BEEN OBTAINED AND KEEP HARD —COPIES ON —SITE IN THE PERMITS BOX OR POST ON
SITE. ANY PROJECT REVISIONS THAT RESULT IN ADDITIONAL LAND DISTURBANCE OR CHANGE IN DRAINAGE PATTERNS SHALL BE SUBMITTED TO DEP FOR APPROVAL AND NCDEQ
FOR PERMIT MODIFICATION.
2. NO LAND DISTURBING ACTIVITIES SHALL TAKE PLACE UNTIL ALL RIGHT—OF—WAY OR PERMANENT UTILITY EASEMENTS HAVE BEEN ACQUIRED. NO LAND DISTURBING ACTIVITIES SHALL
TAKE PLACE OUTSIDE THE PROJECT LIMITS WITHOUT NCDEQ AND DUKE ENERGY PROGRESS SITING, PERMITTING AND ENGAGEMENT (DEP SPE) APPROVAL.
3. NO DEMOLITION, CONSTRUCTION, OR LAND DISTURBANCE ACTIVITIES SHALL BEGIN UNTIL ALL APPLICABLE EROSION CONTROL MEASURES HAVE BEEN INSTALLED. IF CLEARING IS
REQUIRED FOR INSTALLATION OF A GIVEN MEASURE, ALL OTHER MEASURES SHALL BE INSTALLED FIRST. THE NECESSARY LAND DISTURBANCE ACTIVITIES REQUIRED FOR
INSTALLATION OF THE GIVEN MEASURE MAY THEN PROCEED.
4. NOTIFY THE STATE DEQ—DEMLR OFFICE AT THE WILMINGTON REGIONAL OFFICE AT 910-796-7215 AT LEAST 72 HOURS PRIOR TO BEGINNING CONSTRUCTION ACTIVITIES.
5. EROSION AND SEDIMENT CONTROL (E&SC) PERMIT AND A CERTIFICATE OF COVERAGE (COC) MUST BE OBTAINED BEFORE AND LAND DISTURBING ACTIVITIES.
6. UTILITIES SHOWN IN APPROXIMATE MANNER ONLY. CONTRACTOR SHALL VERIFY LOCATION AND ELEVATION OF EXISTING UTILITIES PRIOR TO BEGINNING DEMOLITION, CONSTRUCTION
OR LAND DISTURBING ACTIVITIES.
7. SENSITIVE AREA BUFFERS SHALL BE MARKED IN BLUE FLAGGING PRIOR TO START OF CONSTRUCTION. THE OUTSIDE BUFFER, WETLAND, OR WATER BOUNDARY AND ALONG THE
CONSTRUCTION CORRIDOR WITHIN THESE BOUNDARIES APPROVED UNDER THIS AUTHORIZATION SHALL BE CLEARLY MARKED WITH ORANGE WARNING FENCE TO ENSURE COMPLIANCE
WITH 401 BUFFER APPROVAL.
8. INSTALL WATTLES AND ANY OTHER NECESSARY EROSION CONTROL MEASURES PER PLAN DETAILS AND NCDEQ REQUIREMENTS. IT IS THE CONTRACTORS RESPONSIBILITY TO KEEP
ALL DIRT OFF PAVED ROADS AND OUT OF STREAMS/WETLANDS.
9. BEGIN DISTRIBUTION LINE WORK.
10. SITE SHOULD BE "STORM READY" AT THE END OF EACH WORK DAY/WEEK.
11. PROVIDE TEMPORARY SEEDING TO ALL DENUDED AREAS AFTER CLEARING OPERATIONS AS SOON AS FEASIBLE BUT NOT LONGER THAN 7 CALENDAR DAYS. PROVIDE PERMANENT
GROUNDCOVER WITHIN 14 CALENDAR DAYS. MULCHING CAN BE USED FOR INSTANT STABILIZATION ON NEW LINE PROJECTS THAT REQUIRE CLEARING. TEMPORARY AND
PERMANENT SEEDING WILL BE REQUIRED IN AREAS WHERE MULCHING IS INSUFFICIENT FOR INSTANT STABILIZATION.
12. TEMPORARY EROSION CONTROL MEASURES SHALL BE REMOVED ONCE CONSTRUCTION IS COMPLETE AND THE SITE HAS BEEN STABILIZED.
13. DEP ENVIRONMENTAL REPRESENTATIVE SHALL CONDUCT PROJECT INSPECTIONS OF EROSION CONTROL MEASURES AND STORMWATER OUTFALLS WEEKLY AND AFTER EVERY RAIN
EVENT 1" OR GREATER. ALL CONTROL DEVICES SHALL BE MAINTAINED AS SPECIFIED BY THE CONTRACT DOCUMENTS. A RAIN GAUGE SHALL BE INSTALLED AT THE PROJECT SITE
TO FACILITATE RAINFALL MONITORING. THE DEP ENVIRONMENTAL REPRESENTATIVE SHALL MAINTAIN THESE RECORDS AT THE ON —SITE OFFICE FOR AUDIT BY DEQ. INSPECTIONS
ARE REQUIRED UNTIL PROJECT STABILIZATION IS EVIDENT BY 80% VEGETATIVE GROWTH FOR AREAS PROVIDED SEEDING, AT SUCH TIME THE CONTRACTOR SHALL REMOVE ALL
TEMPORARY EROSION CONTROL DEVICES. ADDITIONALLY, THE DEP ENVIRONMENTAL REPRESENTATIVE SHALL BE RESPONSIBLE FOR CONDUCTING 'SELF —INSPECTIONS' INDICATING
THE DATE DEVICES ARE INSTALLED AND STABILIZATION MEASURES ARE INITIATED. THE 'SELF —INSPECTION' REPORTS SHALL BE MAINTAINED AND SUBMITTED TO DUKE ENERGY
PROGRESS ONCE STABILIZATION OF THE PROJECT HAS BEEN ACCOMPLISHED AND THE TEMPORARY MEASURES HAVE BEEN REMOVED.
14. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE CONTROL OF SEDIMENT ON —SITE. IF THE APPROVED EROSION AND SEDIMENTATION CONTROL MEASURES PROVE INSUFFICIENT,
THE CONTRACTOR MUST TAKE ADDITIONAL STEPS NECESSARY TO STOP SEDIMENT FROM LEAVING THE SITE WITH PRIOR APPROVAL FROM THE DEP REPRESENTATIVE.
15. CONTRACTOR SHALL MAINTAIN COMPLIANCE WITH ALL PERMITS AND PLANS. ANY CHANGES SHALL BE APPROVED BY NCDEQ AND DEP SPE PRIOR TO EXECUTION. A COPY OF
ALL PERMITS SHALL BE MAINTAINED BY THE CONTRACTOR ON —SITE AT ALL TIMES.
16. PURSUANT TO NC GENERAL STATUTE 113A-54.1(E), THE CONTRACTOR SHALL CONDUCT SELF —INSPECTIONS OF EROSION CONTROL DEVICES AT COMPLETION OF EACH
CONSTRUCTION PHASE AND DOCUMENT SUCH INSPECTIONS AS OUTLINE IN 5A NCAC 048.0131. FOR INSPECTION AND MONITORING RECORDS THE ACTIVITIES UNDER STORMWATER
GENERAL PERMIT NCGO10000 AND SELF —INSPECTION RECORDS FOR LAND DISTURBING ACTIVITIES PER GENERAL STATUTE 1 13A.54.1 FORMS
SEE "//DEQ.NC.GOV/ABOUT/DIVISIONS/ENERGY—MINERMAL—LAND—RESOURCES/EROSION—SEDIMENT—CONTROL/FORMS".
17. SELF —INSPECTIONS FOR EROSION AND SEDIMENTATION CONTROL MEASURES ARE TO BE PERFORMED AT LEAST ONCE EVERY SEVEN CALENDAR DAYS AND WITHIN 24 HOURS OF
EVERY RAIN EVENT OF GREATER THAN 1 INCH. ANY NEEDED REPAIRS SHALL BE MADE IMMEDIATELY TO MAINTAIN MEASURES AS DESIGNED. ALL ESC MEASURES SHALL BE
MAINTAINED AS SPECIFIED IN THE CONSTRUCTION DETAILS ON THIS PLAN. A RAIN GAUGE SHALL BE INSTALLED AT THE PROJECT SITE FOR MONITORING.
18. WHEN THE PROJECT IS COMPLETE, THE PERMITTEE SHALL CONTACT DEMLR TO CLOSE OUT THE E&SC PLAN. AFTER DEMLR INFORMS THE PERMITTEE OF THE PROJECT CLOSE
OUT, VIA INSPECTION REPORT, THE PERMITTEE SHALL VISIT deq.nc.gov/NCG01 TO SUBMIT AN ELECTRONIC NOTICE OF TERMINATION (e—NOT). A $100 ANNUAL GENERAL PERMIT
FEE WILL BE CHARGED UNTIL THE e—NOT HAS BEEN FILLED OUT"
19. AFTER SITE IS STABILIZED, REMOVE ALL TEMPORARY EROSION CONTROL MEASURES, AND PROVIDE PERMANENT SEEDING WHERE TEMPORARY MEASURES HAVE BEEN REMOVED AND
GROUNDCOVER IS NOT ADEQUATE.
MAINTENANCE:
• WATTLES SHALL BE INSPECTED WEEKLY AND AFTER EACH
RUNOFF EVENT.
• SEDIMENT DEPOSITS SHALL BE CLEANED FROM THE WATTLES
WHEN IT REACHES HALF THE HEIGHT OF THE LOG.
• DAMAGED WATTLES SHALL BE REPLACED WITHIN 24 HOURS
OF INSPECTION. A SUPPLY OF WATTLES SHALL BE
MAINTAINED ON SITE FOR THIS PURPOSE.
DISTURBED
AREA
ISOMETRIC VIEW
TOE OF FILL
•ii'i'i'i'ii❖ii'i'i'i'i'i• UPSLOPE i'i'i'ii❖i'i'i'i'i'ii'i'i•:
• • • • ,,,, •..•• •• STAKEiiiiiiiii .�i�i�iii
Wiiii�i•i••
•i•i•i:i:iiiii:i:i:i:i:i:i�iiiii•i•i•i•i•i•i�i•iiii�i�i�iZ
15"-16"
18" WATTLE
TOP VIEW
18" WATTLE
2' WOODEN STAKE
2"
DOWNSLOPE STAKE
DISTURBED AREA
NOTES:
USE MINIMUM 18 IN. NOMINAL DIAMETER COIR
FIBER (COCONUT)
WATTLE AND LENGTH OF 10 FT.
EXCAVATED A 2 TO 3 INCH TRENCH FOR WATTLE
TO BE PLACED.
DO NOT PLACE WATTLES ON TOE OF SLOPE.
USE 2 FT. WOODEN STAKES WITH A 2 IN. BY 2
IN. NOMINAL
CROSS SECTION.
INSTALLED A MINIMUM OF 2 UPSLOPE STAKES
AND 4 DOWNSLOPE
STAKES AT AN ANGLE TO WEDGE WATTLE TO
GROUND.
PROVIDE STAPLES MADE OF 0.125 IN. DIAMETER
STEEL WIRE
FORMED INTO A U SHAPE NOT LESS THAN 12" IN
LENGTH
INSTALL STAPLES APPROXIMATELY EVERY 1
LINEAR FOOT ON
BOTH SIDES OF WATTLE AND AT EACH END TO
SECURE IT TO THE SOIL.
FOR BREAKS ALONG LARGE SLOPES, USE
MAXIMUM SPACING OF 25 FT.
— r
)21
11 1-1 1 1
2"-3' TRENC
INSET A
I
u=a an-i1 11=11= =if=u a 1r' if=il 11u=if=i 11u= 11=11=i =11=11=11=11= =11 II :II 11= r=u-il a ii=i1= l=u a' 11= =u a u=n-a-u-E:
FRONT VIEW
18" WATTLE
DOUBLE ROW WATTLE SPACING
SEE INSET A
17
WATTLES
NTS
A
MX9850494
05.21.2021 50% SET FOR REVIEW
TRB
XXX
EBS
REV
FILE NO.
DATE REVISION
DRAWN
CHECKED
APPROVED
I. tREIT-1
Sf;a: �''f1rdF:z'r
I L9r7v
F4111.E0 La.
MAN':
,7
TILTagn):?..7.0-
rt ?1YdSfrMAP9F'I1^.;
IMnT111y
441�� -1711
A-- IRA-1R, Lt1
am!.1 1 de�rinl=raj•.
1�11PIA'�d%FIf 16�'
I' `u' > H .41-�i
t1•P, :1411r gg 0k t'xl:
7 I.. kr. M *I Cr4,01;
I. ty i• rBL.L IL94n°9, 6$1J1
;1se; IZ'gaTx.oa
�ixP�$ �WgF&Eki�'11� I gS. wn.
I'.4kIB'rAi.1
�•I;!P- WL1441E+ 8fl'HFrriK'$ti Ra.
f P:f lo00. bEH3.4,19as 4Iai1 F
'y:1Q1 1-1'I.V�II;?
14 111W (WI Qe. 11;111
:n 01-11yk<kntrr1 ' `r1'I1 �t
L
Et14F)'J r: a E'::.:-ec: "• glAte aM1141
un-9' i 3AiV•
11 3,.4I9 re r.
eARI- .,w alr qw �v u 1 fir.
li83�s'N4t?
D.EK.0 1rArlo 11r
/40. J LIZia$10,11,Y Ad.1
11Uai3''k' 111N�I °,144Q
A
1.
1 1YA11>a ril L 51
�Iastt4IV 5-I §,Y VA,•. 12
1,11$r.
-'Ilka-�4,'`11014l11'CAI P4 r11 7'u'ILL)Oil `I'HWI 4I S
.E31 11 v. gu.g..A
1nico'1 r• ;�r
CL77S,1%
iY 74'1 etl,
hiroMP II14 Wi P9
im i DEC ti
v5Y21 A1<n1L}:.t-40)
Is ll' a 1,' staz
PPP au.I
rr, GkQf-J r acr r/E: Ur] L n
1_ . L
'T 11 3rd r' :7R
DISCHARGE HOSE
I111
111-I
III-11�
—III—
PUMP
SUSPENDED
ABOVE BOTTOM
INSERT DISCHARGE
HOSE 5FT. IN BAG
11 IIII
ATTACH IBAGI 1 1I
TO HOSE
SECURELY
1= 12/I=1ITE MATS
?:"11,-nL
IC MAU B.T.q.
Ifs 'II' YOU '§II4 *Ail-L IC.' 1 FICA,
ems^ ¢fir 1F1?,
�t�1r k�l�'d4 1I.i
�L4 Eu. J�h'
:'u �e
PaT ..;,.F1r'AAli 4='.I
. ,.:'
Iw�7r ,:.:. �:. ��;� Y4 1n-11 Lg.
11,•112'10 r�liF ' �; .� f:. : '?L •
•1 1 T8-'!R-23t I Drai
' -1�1
1TF H�°I ,'5J1 ° 10&"16J Y..4.1
6�. 611"r x i �� i.`• kikg c a &:J, r A"' A Vag Al ,h.: L :/1-.`w" 1115
FLY :IIrAIED !LANUS.
©I:il_Et.F.W r: \_I ,
-fr. TO
Euta. 1P o Fo c OLPa.h Weal.
3iAWJ 'M3:'j 2.), [ ?
;S5'fx LJe�9MI Mil
INSTALLATION AND USE:
1. PLACE DEWATERING BAG ON THE GROUND OVER A RELATIVELY LEVEL, STONE PAD.
2. INSERT DISCHARGE PIPE A MINIMUM OF 5FT. INSIDE DEWATERING BAG AND SECURE WITH A ROPE.
3. REPLACE DEWATERING BAG WHEN HALF FULL OF SEDIMENT OR WHEN THE SEDIMENT HAS REDUCED
THE FLOW RATE OF THE PUMP DISCHARGE TO AN IMPRACTICAL AMOUNT.
MAINTENANCE AND DISPOSAL
1. REMOVE AND DISPOSE OF ACCUMULATED SEDIMENT AWAY FROM WATERWAYS OR ENVIRONMENTALLY
SENSITIVE AREAS. SLIT OPEN DEWATERING BAG AND REMOVE ACCUMULATED SEDIMENT. DISPOSE OF
BAT AT AN APPROPRIATE RECYCLING OR SOLID WASTE FACILITY.
DEWATERING SILT BAG
NOT TO SCALE
UTILITY POLE
INTERLOCKING
FIBERGLASS/
COMPOSITE MATS
ROADWAY
4,
W
W W WETLAND W
DETAIL "A" . PERPENDICULAR POLE ACCESS
4,
4, 1,
4, 4, 4, 4, 4,
4, 4, 1, 4, 4,
W W 4, 4, 4,
4, 4, 4, 4,
W 4, 4,
MATTING LAYOUT DETAIL
NOT TO SCALE
MAINTENANCE NOTES:
1. REMOVE AND DISPOSE OF SILT ACCUMULATIONS AFTER RAINFALL EVENTS.
2. MONITOR DAILY TO SUPPLEMENT/REFURBISH/REPLACE MATS TO ENSURE PROPER FUNCTIONALITY.
3. CLEAN ANY SUBSTANTIAL ERODIBLE MATERIAL TRACKED ONTO THE MATS IN A TIMELY MANNER TO ENSURE NO
SUCH MATERIAL MIGRATES INTO ANY ADJACENT SENSITIVE OR JURISDICTIONAL AREAS.
INSTALLATION NOTES:
1. LAYOUT IS TYPICAL AND MAY BE ALTERED FOR EACH SITUATION.
2. IF POLE ANCHORS ARE PRESENT, ALTER LAYOUT TO ALLOW TRUCK ACCESS TO ANCHOR LOCATION.
3. MATS MAY NEED TO BE STACKED TO PROVIDE ADEQUATE SUPPORT.
4. CREW PREFERENCE WILL DICTATE WHICH SIDE OF STRUCTURE MATS ARE PLACED.
5. INSTALL ADDITIONAL EROSION AND SEDIMENT CONTROL MEASURES AS NEEDED TO PREVENT SEDIMENT FROM
LEAVING THE SITE.
WINN
tee .040
0-40 elk
Dewberry Project No. 50130650
Dewberry
Dewberry Engineers Inc.
2610 WYCLIFF ROAD
SUITE 410
RALEIGH, NC 27607
PHONE: [phone]
FAX: [phone]
NCBELS #F-0929
www.dewberry.com
DUKE
ENERGY®
PROGRESS
411 FAYETTEVILLE STREET
RALEIGH N.C. 27601
TELEPHONE NO. [phone]
TITLE
RIVER RD. BARNARDS CREEK
EROSION AND SEDIMENT
CONTROL DETAILS
SIZE
D
DRAWING MX9850494
S—IFFT
5 OF 7
RIVER RD. BARNARDS CREEK

GROUND STABILIZATION AND MATERIALS HANDLING PRACTICES FOR COMPLIANCE WITH
THE NCGO1 CONSTRUCTION GENERAL PERMIT
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 NCGO1 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
perimeter slopes
7
None
(b) High Quality Water
7
None
(HQW) Zones
(c) Slopes steeper than
3:1
7
If slopes are 10' or less in length and are
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
(d) Slopes 3:1 to 4:1
14
-7 days for perimeter dikes, swales,
ditches, perimeter slopes and HQW
Zones
-10 days for Falls Lake Watershed
(e) Areas with slopes
-7 days for perimeter dikes, swales,
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
surface stable against accelerated erosion until permanent ground stabilization is achieved.
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 grass seed covered with
straw or other mulches and tackifiers
• Hydroseeding
• Rolled erosion control products with
or without temporary grass seed
• Appropriately applied straw or other
mulch
• Plastic sheeting
• Permanent grass seed covered with
straw or other mulches and tackifiers
• Geotextile fabrics such as permanent
soil reinforcement matting
• Hydroseeding
• Shrubs or other permanent plantings
covered 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
grass seed
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.
LITTER, 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.
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.
A
MX9850494
05.21.2021
50% SET FOR REVIEW
TRB
XXX
EBS
REV
FILE NO.
DATE
REVISION
DRAWN
CHECKED
APPROVED
Dewberry Project No. 50130650
A
0
0
O O O
V v V1
O
lb
A
0
SANDBAGS (TYP.)
OR STAPLES
SILT FENCE
CLEARLY MARKED SIGNAGE
CONCRETE NOTING DEVICE (18"X24" MIN.)
WASHOUT
PLAN
1:1
SIDE SLOP
(TYP.)
ONSITE CONCRETE WASHOUT
STRUCTURE WITH LINER
HIGH
COHESIVE &
LOW FILTRATION
SOIL BERM
10 MIL
PLININGC SANDBAGS (TYP.)
OR STAPLES
SECTION A -A
NOTES:
1. ACTUAL LOCATION DETERMINED IN FIELD
2. THE CONCRETE WASHOUT STRUCTURES SHALL
BE MAINTAINED WHEN THE LIQUID AND/OR SOLID
REACHES 75% OF THE STRUCTURES CAPACITY.
3.CONCRETE WASHOUT STRUCTURE NEEDS TO BE
CLEARY MARKED WITH SIGNAGE NOTING DEVICE.
BELOW GRADE WASHOUT STRUCTURE
NOT TO SCALE
10'
MIN
_B
A A A A /
<0\ V=)V 0>
<0> <0>
<0> <0>
< 0 0A AV >
/ V V V V
CONCRETE
WASHOUT
SANDBAGS (TYP.)
OR STAPLES
CLEARLY MARKED SIGNAGE
NOTING DEVICE (18")(24" MIN.)
PLAN
10 MIL
PLASTIC LINING
1:1 SIDE SLOP
(TYP.)
z x
SECTION B-B
SANDBAGS (TYP.)
OR STAPLES
HIGH
COHESIVE &
LOW FILTRATION
SOIL BERM
NOTES:
1. ACTUAL LOCATION DETERMINED IN
FIELD
2. THE CONCRETE WASHOUT
STRUCTURES SHALL BE MAINTAINED
WHEN THE LIQUID AND/OR SOLID
REACHES 75% OF THE STRUCTURES
CAPACITY TO PROVIDE ADEQUATE
HOLDING CAPACITY WITH A MINIMUM 12
INCHES OF FREEBOARD.
3.CONCRETE WASHOUT STRUCTURE
NEEDS TO BE CLEARY MARKED WITH
SIGNAGE NOTING DEVICE.
ABOVE GRADE WASHOUT STRUCTURE
NOT TO SCALE
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.
8. 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.
NCGO1 GROUND
STABILIZATION AND
MATERIALS HANDLING
Dewberry
Dewberry Engineers Inc.
2610 WYCLIFF ROAD
SUITE 410
RALEIGH, NC 27607
PHONE: [phone]
FAX: [phone]
NCBELS #F-0929
www.dewberry.com
DUKE
ENERGY®
'ROGRESS
411 FAYETTEVILLE STREET
RALEIGH N.C. 27601
TELEPHONE NO. [phone]
TITLE
RIVER RD. BARNARDS CREEK
NCGO1 DETAIL
SIZE
D
DRAWING MX9850494
SHEET
6 OF 7
RIVER RD. BARNARDS CREEK

SELF -INSPECTION,
SECTION A: SELF -INSPECTION
PART III
RECORDKEEPING AND REPORTING
normal business hours in accordance with the table
site conditions would cause the safety of the inspection
may be delayed until the next business day on
In addition, when a storm event of equal to or
of normal business hours, the self -inspection shall be
of the next business day. Any time when inspections
Inspection Record.
Self
below.
personnel
which
greater
performed
were
-inspections are required during
When adverse weather or
to be in jeopardy, the inspection
it is safe to perform the inspection.
than 1.0 inch occurs outside
upon the commencement
delayed shall be noted in the
Inspect
Frequency
(during normal
business hours)
Inspection records must include:
(1) Rain gauge
maintained in
good working
order
Daily
Daily rainfall amounts.
If no daily rain gauge observations are made during weekend or
holiday periods, and no individual -day rainfall information is
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 device
approved by the Division.
(2) E&SC
Measures
At least once per
7 calendar days
and within 24
hours of a rain
event > 1.0 inch in
24 hours
1. Identification of the measures inspected,
2. Date and time of the inspection,
3. Name of the person performing the inspection,
4. Indication of whether the measures were operating
properly,
5. Description of maintenance needs for the measure,
6. Description, evidence, and date of corrective actions taken.
(3) Stormwater
discharge
outfalls (SD05)
At least once per
7 calendar days
and within 24
hours of a rain
event > 1.0 inch in
24 hours
1. Identification of the discharge outfalls inspected,
2. Date and time of the inspection,
3. Name of the person performing the inspection,
4. Evidence of indicators of stormwater pollution such as oil
sheen, floating or suspended solids or discoloration,
5. Indication of visible sediment leaving the site,
6. Description, evidence, and date of corrective actions taken.
(4) Perimeter of
site
At least once per
7 calendar days
and within 24
hours of a rain
event > 1.0 inch in
24 hours
If visible sedimentation is found outside site limits, then a record
of the following shall be made:
1. Actions taken to clean up or stabilize the sediment that has left
the site limits,
2. Description, evidence, and date of corrective actions taken, and
3. An explanation as to the actions taken to control future
releases.
(5) Streams or
wetlands onsite
or offsite
(where
accessible)
At least once per
7 calendar days
and within 24
hours of a rain
event > 1.0 inch in
24 hours
If the stream or wetland has increased visible sedimentation or a
stream has visible increased turbidity from the construction
activity, then a record of the following shall be made:
1. Description, evidence and date of corrective actions taken, and
2. Records of the required reports to the appropriate Division
Regional Office per Part III, Section C, Item (2)(a) of this permit.
(6) Ground
stabilization
measures
After each phase
of grading
1. The phase of grading (installation of perimeter E&SC
measures, clearing and grubbing, installation of storm
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
timeframe or an assurance that they will be provided as
soon a5 possible.
NOTE: The rain inspection resets the required 7 calendar day inspection requirement.
SELF -INSPECTION, RECORDKEEPING
SECTION B: RECORDKEEPING
PART III
AND REPORTING
deviation shall be kept on the site. The
throughout the coverage under this permit.
plan shall be kept on site and available for
hours.
1.
2.
3.
E&SC Plan Documentation
The approved E&SC plan as well as any approved
approved E&SC plan must be kept up-to-date
The following items pertaining to the E&SC
inspection at all times during normal business
Item to Document
Documentation Requirements
(a) Each E&SC measure has been installed
and does not significantly deviate from the
locations, dimensions and relative elevations
shown on the approved E&SC plan.
Initial and date each E&SC measure on a copy
of the approved E&SC plan or complete, date
and sign an inspection report that lists each
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
in accordance with the approved E&SC
plan.
Initial and date a copy of the approved E&SC
plan or complete, date and sign an inspection
report to indicate compliance with approved
ground cover specifications.
(d) The maintenance and repair
requirements for all E&SC measures
have been performed.
Complete, date and sign an inspection report.
(e) Corrective actions have been taken
to E&SC measures.
Initial and date a copy of the approved E&SC
plan or complete, date and sign an inspection
report to indicate the completion of the
corrective action.
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.
Documentation to be Retained for Three Years
All data used to complete the e-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 II, 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.
(b) Oil 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 311
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 timeframes 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
•
Within 24 hours, an oral or electronic notification.
deposition in a
•
Within 7 calendar days, 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.
(b) Oil spills and
•
Within 24 hours, an oral or electronic notification. The notification
release of
shall include information about the date, time, nature, volume and
hazardous
substances per Item
location of the spill or release.
1(b)-(c) above
(c) Anticipated
•
A report at least ten days before the date of the bypass, if possible.
bypasses [40 CFR
The report shall include an evaluation of the anticipated quality and
122.41(m)(3)]
effect of the bypass.
(d) Unanticipated
•
Within 24 hours, an oral or electronic notification.
bypasses [40 CFR
•
Within 7 calendar days, a report that includes an evaluation of the
122.41(m)(3)]
quality and effect of the bypass.
(e) Noncompliance
•
Within 24 hours, an oral or electronic notification.
with the conditions
•
Within 7 calendar days, a report that contains a description of the
of this permit that
may endanger
noncompliance, and its causes; the period of noncompliance,
including exact dates and times, and if the noncompliance has not
health or the
been corrected, the anticipated time noncompliance is expected to
environment[40
continue; and steps taken or planned to reduce, eliminate, and
CFR 122.41(I)(7)]
prevent reoccurrence of the noncompliance. [40 CFR 122.41(1)(6).
•
Division staff may waive the requirement for a written report on a
case -by -case basis.
NCGO1 SELF -INSPECTION, RECORDKEEPING AND REPORTING
A
MX9850494
05.21.2021
50% SET FOR REVIEW
TRB
XXX
EBS
REV
FILE NO.
DATE
REVISION
DRAWN
CHECKED
APPROVED
r• •*
toesio
Dewberry Project No. 50130650
Dewberry
Dewberry Engineers Inc.
2610 WYCLIFF ROAD
SUITE 410
RALEIGH, NC 27607
PHONE: [phone]
FAX: [phone]
NCBELS #F-0929
www.dewberry.com
DUKE
ENERGY®
'ROGRESS
411 FAYETTEVILLE STREET
RALEIGH N.C. 27601
TELEPHONE NO. [phone]
II ILL
RIVER RD. BARNARDS CREEK
NCGO2 DETAIL
SIZE
D
DRAWING MX9850494
SHFFT
7 OF 7
RIVER RD. BARNARDS CREEK