85498D - Duke

4 °court, AMA ❑ DREDGE & FILL1 Y xr,rl t) A B C
as Previous permit
GENERAL PERMIT
Date previous permit issued
1]New ❑Modification 171 Complete Reissue I. I Partial Reissue
As authorized by the State Of North Carolina.Department of Environmental Quality and the Coastal Resources Commission in an area of environmental concern pursuant to:
15A NCAC C3 14 '147 › [ Rules attached. IJ General Permit Rules available at the following link:wwwdegam.yov_cAMArules
Applicant Name_/_- ,._- - - �j___._ _ Authorized Agent- ` iffTAL,Q+'` �]C�h s t ivi. + 5 tut
Address I 1-1 J( I l an`, etitgel- !._-___------- Ptoiect Location(County): w t' lA.dvt'e-
City t'S�I Iwvvts`c.` State C_ ZIP 2f41.02 Street Address/State Road/Lot#(s)J 1f I�'_CT�LIt, Wei.
._
Phone#(- )- - - '6 r1'f+t.E1t
Email Subdivision
City_ Lv,l« 5/ +E „e ZIP 2 k12_
ill
Affected CW I I EW 'PTA LIES ES I I PTS Adj.Wtr.
w
Body -t / crta 4thnanfunk)
AEC(s): DEA L1 IHA [_l UW ❑SPIMA ❑PWS Closest Ma(.Wtr.Body CA1K. (( 'K121 ORW:yes/d PNA:yes/6` (� l J
Type of Project/Activity Eh�►-L rile'.a'.(YU S tQmi rC.,- t f N1ClL'a
1 \,,,, . 1.'
//c�,�kxtriZba ANC.. Y�ePi. ik__.wle t- Cree -- (Scale:l`.C( )
Shoreline length {J/ti+
Access length /f
Pi (dock)length e* 1,001'V `,`�Vt..10 ty IX_ .C1 `k_ NX Ct_Ce03 QCVLC C.
Flxe •latform(s)._. _ - ___ __ _II l
tI 1�-IA. LL2O - -rlv+r\5'. elcAL -ILc t 4et�, Cc((g1 Z
Floatin: 'Iatform(s) ` ti _ t,
cC VAC
Finger pier
Total Platform ea T IvC ` facfun ,,,k,.. )T t ek(-)«-cc k )
Groin length/!f `�
Bulkhead/Riprap I gth_______ _ p4- StCV CAL`-0Ln
Avg distance offshor
Breakwater/Sill— _
Max distance/length - < ( '` �'
O--0
Basin,channel C 01, OC_...1 c 7 l� ►�• -\4-C "eCk_O C
Cubic yards _ CZL'',t 0c- j(t-f-1'ZY4'1
Boat ramp
Boathouse/Boatlilt_
Beach Bulldozing_ 1 / 1
of er 8;n t 11y �. --- ,� 1 Lt h�t\CF'S �, bye LL,Ct k. Oft c ,,�L1 j4—
�elF8 /_F���k
S V o yes aR)t,c7�e� Co,( —f"G,•s c e
Moratorium: n/a yes
Site Photos: yes
Riparian Waiver Attached: yes o �__ - ,,
A building permit/zoning perny'1 may be re(ui,e by: �. 1_�u Yt CC''�
�( /OC__ r_�_ - G u TAR/PAM/NEUSEIBUFFER(circle one)
Permit conditions ` 6 Vol. � , f � � �1� 1 �__ )
`f r Sec note on back regarding River Basin rules
--•-.--- U See additional notes/conditions on back
I AM AWARE OF STATUTES,CRC RULES AND CONDITIONS THAT APPLY TO THIS PROJECT AND REVIEWED C ANCE STATEME (Pleaseititt3() ___
SlCgct of Applica N ED_Neme Permit OfficseiRINI5O. e
S. nature•`Please read compliance statement on ack olf f permit** Signature •
COI _ 22 749 Lr14 22 Z.14(Zc --
A...,uraunn Von Mar YnIAnnnu flydor tcc„ine flan r..ni.,&,. na.,

s,,oksr, 1CAMA H DREDGE & FILL N0 85498 A B C f
GENERAL PERMIT Previous permit
Date previous permit issued
New ❑Modification Complete Reissue Partial Reissue
As authorized by the State of North Carolina,Department of Environmental Quality and the Coastal Resources Commission in an area of environmental concern pursuant to:
15A NCAC D-4-0 'l(6x--- ❑Rules attached. ❑ General Permit Rules available at the following link:www.deq.nc.gov/CAMArules
Applicant Name
aa 1mec N )� I Authorized Agent L`rcLO� O( WStS[�itf5 IuL
"1"J Address I 1 I AJ't f ,4-ae, Project Location(County): ` - rlarw-vtC
City :1 11 �5 State V`L 2i1 ZIP 2) Street Address/State Road/Lot#(s) 1 1 1i 1 T 61'Y�k, �}
Phone#( ) �--Vll1Xa‘i '514g:►1
Email Subdivision r
�City :1:4"-AA- T
S1 Z ZIP I Z
Affected CW ❑EW 1 PTA ES III Adj.Wtr.Body I(�1 1O'l (re—Rk. 4t nan/unk)
AEC(s): 1 OEA I I IHA UW ❑SPIMA ❑PWS Closest Maj.Wtr.Body CRP& 1Ct,( I`t`itC
ORW:yes/a PNA:yes/® n
Type of Project/Activity Th �� r rlotus �C Y\-i7�►res- tA i t M
�1rC (Scale:
//d�ct.c�zv,.tQ � Cr- _� �5
Shoreline Length {�[14
Access Length � �p /�
Pi- (dock)length ' (j L' �/ e '. & 1x.- &C -t 1
Fixe. Platform(s)—_ `
�-k V ,- 71A-Y.s `. c ., SS Aar C(i I
4.
z �
Floating•latform(s) Ac J�wl, 7 k t"x�`1 K)o. 31, A-LikLek
Finger pier 'r
Total Platform . ea lk - 11,v \ IQS M L4 4 - rti' ` 4-0
Groin length/#
Bulkhead/Riprap I: gth -P►LProC-k— / ,V� --0
Avg distance offshor=
Breakwater/Sill
Max distance/length tC't5 QBasin,channelC_CnA, C24---
L �` ��'""����
Cubic yards Q„ Z0.'�r-
Boat ramp
Boathouse/Boatlift
Beach Bulldozing Other 8r'1 !
lfY- - l c�.& Allsi (. ,p,,
r\'x�5 L.Q -L..C_G)", 1.A4/L /�L4-
ctizo.
n.
oP : LF yes ® b.Q- Gam .e_ct --Iiik ,tee __
Moratorium: n/a yes :sf.►
Site Photos: yes 1
Riparian Waiver Attached: yes 47.
A building permit/zoning per it may__ be re uire by: )fvti� T A �© -
Permit onditions CC I9LW2 � N, g, L(Q� JT� 5 TAR/PAM/NEUSE/BUFFER(circle one)
eRTI • FR S` l _S ! � k t•l L— 1�f'Q(� Z n�o ZQ{ ❑ See note on back regarding River Basin rules
riSee additional notes/conditions` on back
I AM AWARE OF STATUTES,CRC R S AN C NDITIO S THAT A Y TO THIS PROJECT AND REVIEWED COM IANCE STATEME' . (Please Rtiti31)
ent or Applicant RINTED Name 1 Permit Offi D N e

Statement of Compliance and Consistency
This permit is subject to compliance with this application and permit conditions. Any violation of these terms may
subject the permittee to a fine or criminal or civil action; and may cause the permit to become null and void.
This permit must be on the project site and accessible to the permit officer when the project is inspected for
compliance. The applicant certifies by signing this permit that: 1) prior to undertaking any activities authorized by this
permit, the applicant will confer with appropriate local authorities to confirm that this project is consistent with the
local land use plan and all local ordinances, and 2) a written statement from the adjacent riparian property owner(s)
has been obtained, or proof of delivery of certified mail notification of the adjacent riparian property owner(s).
The State of North Carolina and the Division of Coastal Management, in issuing this permit under the best available
information and belief, certify that this project is consistent with the North Carolina Coastal Management Program.
River Basin Rules Applicable To Your Project:
Tar- Pamlico River Basin Buffer Rules Neuse River Basin Buffer Rules
If indicated on front of permit, your project is subject to the Environmental Management Commission's Buffer Rules
for the River Basin checked above due to its location within that River Basin. These buffer rules are enforced by the
NC Division of Water Resources. If you have any questions, please contact the Division of Water Resources at the
Washington Regional Office (252-946-6481) or the Wilmington Regional Office (910-796-7215).
Notes/Additional Permit Conditions:
Please ensure all debris associated with the removal or construction of the permitted development is contained within the authorized
project area and disposed of in an appropriate upland location.
Division of Coastal Management Offices
Morehead City Headquarters Washington District
400 Commerce Ave Morehead City, NC 28557 943 Washington Square Mall Washington, NC 27889
252-808-2808/1-888-4RCOAST Fax: [phone] 252-946-6481
(Serves: Carteret, Craven—south of the Neuse River, Onslow Fax: [phone]
Counties) (Serves: Beaufort, Craven—north of the Neuse River, Hyde, Pamlico,
Tyrrell and Washington Counties)
Elizabeth City District Wilmington District
401 S. Griffin St.Ste. 300 127 Cardinal Drive Ext.Wilmington, NC 28405-3845
Elizabeth City, NC 27909 910-796-7215
252-264-3901 Fax: [phone]
(Serves: Bertie,Camden,Chowan, Currituck, Dare, Gates, Hertford, (Serves: Brunswick, New Hanover and Pender Counties)

o��`°"�'"� CAMA DREDGE & FILL N9 85498 ABC D
�1 GENERAL PERMIT Previous permit
Date previous permit issued
New n Modification Complete Reissue Partial Reissue
As authorized by the State of North Carolina,Department of Environmental Quality and the Coastal Resources Commission in an area of environmental concern pursuant to:
I 5A NCAC ((1-`:'C" .. ❑Rules attached. ❑ General Permit Rules available at the following link:www.deq.nc.gov/CAMArules
5 �" f
Applicant Name \ K'-k LI&J x'-,�f Authorized Agent 1/_.'Y' (�'N ,•=-( tGo, { j)-•)''-
Address A: (J + ) I�j C Project Location(County): ` �--' k t'� ./-
City `���� State '' -� '�. ZIP Street Address/State Road/Lot#(s) � �16>'�� � ,�- 0,_ r
Phone#( ) T-r 'Cl(-t t%t 1._
Email Subdivision
City ,-(,,,>.c,,{-c.V'\ ZIP 2 '( -
Affected n CW ❑EW El PTA I I ES I I PTS Adj.Wtr.Body ( 'i' C rx `�- ttfman/unk)
AEC(s): n OEA ❑IHA ElUW SPIMA PWS Closest Maj.Wtr.Body ( A�� T'L� )< '�`
ORW:yes/no PNA:yes/fj
Type of Project/Activity F� h hel v1 pt9u,C.t ', 'S cJ C): I4MC,s. C M�
CA�. E47L--;,6( �ch� '.W'rx-`,.!.tA � t IA. t r'f.2 7 (Scale:N. )
Shoreline Length N/va
Access Length a i ........._ j
Pier(dock)length 7 3 P`ley • "
Fixed Platform(s)
Floating Platform(s) EN ' e;■■!!
Finger pier($) _ 1111111111111111111111111111111
Total Platform area WM& ' --►. . . wINN
1 t' tali.
Groin length/# • ( I
IIIIIIIIIIIIIMMIIIIIIIIIIIIIIIMIN
Bulkhead/Riprap length -_ -- -
Avg distance offshor !
Breakwater/Sill
■Max distance/length N,,; �AI,Mr � � S=
.,:`
Basin,channel
Cubic yards f� .. 0, C� '�>`N ._ .. '..
Boat ramp � 1 !
Boathouse/Boatlift ��� Mk;•I•‘
_x.I. M
Beach Bulldozing _ II.IIIIMMII1II1I11II1I11I1IMII°'IIIINIIIIIIIIMI_
Other IIIIIIMIIIMIIIIIlIIlI
I. IAA_ alill —
SAV observed: yes .no w, .., IrIii � ��1�
IIIIIIIIIIIII
mani
Moratorium: n/a yes no ■■ .., MIIMIIII ''
Riparianite Photos: yes ��MIN N ■II� IIIIIIIIMIIIIIIIIMIIMI��
Waiver Attached: yes no
A building permit/zoning permit may be required by: 3.0,—) �—een.t c) ( C
, ( `` /� TAR/PAM/NEUSE/BUFFER(circle one)
Permit Conditions cf• t s �• l C¢'.—< -
i_ -(ACC,, :' ❑ See note on back regarding River Basin rules
❑ See additional notes/conditions on back
I AM AWARE OF STATUTES,CRC RULES AND CONDITIONS THAT APPLY TO THIS PROJECT AND REVIEWED COMPLIANCE STATEMENT. (Please Initial)
Agent or Applicant PRINTED Name ` Permit Officer's PRINTED Name

Statement of Compliance and Consistency
This permit is subject to compliance with this application and permit conditions. Any violation of these terms may
subject the permittee to a fine or criminal or civil action; and may cause the permit to become null and void.
This permit must be on the project site and accessible to the permit officer when the project is inspected for
compliance. The applicant certifies by signing this permit that: 1) prior to undertaking any activities authorized by this
permit, the applicant will confer with appropriate local authorities to confirm that this project is consistent with the
local land use plan and all local ordinances, and 2) a written statement from the adjacent riparian property owner(s)
has been obtained, or proof of delivery of certified mail notification of the adjacent riparian property owner(s).
The State of North Carolina and the Division of Coastal Management, in issuing this permit under the best available
information and belief, certify that this project is consistent with the North Carolina Coastal Management Program.
River Basin Rules Applicable To Your Project:
Tar- Pamlico River Basin Buffer Rules Neuse River Basin Buffer Rules
If indicated on front of permit, your project is subject to the Environmental Management Commission's Buffer Rules
for the River Basin checked above due to its location within that River Basin. These buffer rules are enforced by the
NC Division of Water Resources. If you have any questions, please contact the Division of Water Resources at the
Washington Regional Office (252-946-6481) or the Wilmington Regional Office (910-796-7215).
Notes/Additional Permit Conditions:
Please ensure all debris associated with the removal or construction of the permitted development is contained within the authorized
project area and disposed of in an appropriate upland location.
Division of Coastal Management Offices
Morehead City Headquarters Washington District
400 Commerce Ave Morehead City, NC 28557 943 Washington Square Mall Washington, NC 27889
252-808-2808/1-888-4RCOAST Fax: [phone] 252-946-6481
(Serves: Carteret,Craven—south of the Neuse River,Onslow Fax: [phone]
Counties) (Serves: Beaufort, Craven—north of the Neuse River, Hyde, Pamlico,
Tyrrell and Washington Counties)
Elizabeth City District Wilmington District
401 S. Griffin St.Ste. 300 127 Cardinal Drive Ext.Wilmington, NC 28405-3845
Elizabeth City, NC 27909 910-796-7215
252-264-3901 Fax:[phone]
(Serves: Bertie,Camden,Chowan, Currituck, Dare,Gates, Hertford, (Serves: Brunswick, New Hanover and Pender Counties)

AGENT AUTHORIZATION FOR CAMA PERMIT APPLICATION
Name of Property Owner Requesting Permit: Easement-Duke Energy do Lee Bruton PMP
Mailing Address: 1451 Military Cutoff Road, Wilmington, NC 28403
Phone Number: 910-509-7315
Email Address: [e-mail]
I certify that I have authorized Terracon Consultants, Inc.
Agent/Contractor
to act on my behalf, for the purpose of applying for and obtaining all CAMA permits
necessary for the following proposed development:
River Road-Mott Creek Project and HDD crossing of Mott Creek
at my property located at Adjacent to River Road Bridge under Mott Creek
In New Hanover County.
I furthermore certify that I am authorized to grant, and do in fact grant permission to
Division of Coastal Management staff, the Local Permit Officer and their agents to enter
on the aforementioned lands in connection with evaluating information related to this
permit application.
Property Owner Information:
Signature
F. Lee Bruton
Print or Type Name
Project Manager II
Title
01 121 /22
Date
This certification is valid through I I

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Bore Pit is —87' from W1 ,�` k, ; a
Riverine Swamp Forest /w € f.-
wetland with CAMA - 0.83 AC " ", .,r. ... {
vegetation present orrwit '`i MottG -
41111, t r 4 t
Bore Pit is -75' from �, -
wetland with CAMA * ;,.'�'� , , 411104 •
vegetation present ''r
F: vv2 - A. cw1 1
`r. lit Riverin;` Swamp SaIt/Brackish Marsh os, ".
0.07 AC 0.38 AC `
•
, .
Riverine Swamp Forest * t Mott Creek t A I fl '�w�
221LF 1 -
0.12AC '� il+ � r ,
w'" �" iiiitr. 0.. {, 11
CW4
Salt/Brackish Marsh iti
e, 0.1 AC " . I it 8
*
' CW2 Salt/Brackish Marsh i a � � � ' .,
Sr
0.24 AC i.r aL 4.._.,,
y .+ �� jy+ Riverine Swamp Forest
•
' 0.01AC .: Y.
Mott Creek -45' wideAI' . ,,
1 41,
: 1, cw3 Bore Pit is -75' from r . , ,,
Salt/Brackish Marsh
vP
wetland with CAMA
z t.,�,. , i vegetation present ,
0 300 600 * ."
Feet 1.ii '..+'� t
DATASOURCES: 11.
•� DUKE n Site Boundary ® Potential Surface Water Latest High-Resolution NC Statewide 13
ENERGY' Potential Wetland Waters Orthoimagery,NC OneMap Server;2017,Site <
Potential Tributary Boundary based on data provided by Duke o
Energy. -r
ENERGY. -' Potential Wetland Waters (CAMA) Ditch 2
l
PM: Project No. EXHIBIT
JH HL207198 Potential Wetlands and Waters NO. COI
01
Drawn By: Scale: r
erracon
CW 1 in=300ft i
Checked By: Filename: River Road-Mott Creek HDD-UG-OH 3a
SB Aenai.n,ad Wilmington,New Hanover County,North Carolina
Approved By: Date: ���� 2401 Brentwood Road,Su0e 107 Raleigh,NC 27604 a

a�.c S7ATF
' Pamela B. Cashwell
a P `y North Carolina Secretary
o i Department of Administration
State Property Office Tim Walton
� a° \ P Y
`�,-wq�a' :0:! / Director
Roy Cooper,Governor
September 13, 2021
Lee Bruton
Duke Energy Progress, LLC
1451 Military Cut Off Rd
Wilmington, NC 28403
Re: Right of Entry; Duke Energy Progress, LLC
Motts Creek, Wilmington
New Hanover County
Dear Mr. Bruton:
Please consider this letter authorization for Duke Energy Progress, LLC to go upon State lands for the
installation of one bore for two electrical lines as shown on the attached map. By acceptance of this right of
entry, evidenced by the performance of work on the property, Duke Energy Progress, LLC indemnifies and
holds harmless the State of North Carolina for injury, loss or damage arising out of the actions of Duke Energy
Progress, LLC, its agents, or contractors performing work on the premises.
It is our understanding that this right of entry has been requested in the interest of time. The issuance
of easements is subject to the approval of the Council of State. This right of entry is granted subject to all
necessary Federal, State, and local permits or approvals required for the proposed project.
If we can assist you further, please advise.
Sincerely
Mike Moser
General Real Estate Manager
State of North Carolina I State Property Office
116 West Jones Street,Suite 4055 I 1321 Mail Service Ctr. I Raleigh,NC 27699
984 236 0270 T I Web:http://www.ncspo.com

SENDER: COMPLETE THIS SECTION COMPLETE THIS SECTION ON DELIVERY
• Complete items 1,2,and 3. A. Signature
• Print your name and address on the reverse 0 nt
so that we can return the card to you. t �1 Addressee
—• Attach this card to the back of the mailpiece, B. eYy��edD r teedd�lttme) v rir^D ivory
or on the front If space permits. )26 `sir J / l
1. Article Addressed to: D. Is delivery address different from item Yes
If YES,enter delivery address below: ❑No 1
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■ Complete items 1,2,and 3. . Signature r
• Print your name and address on the reverse 411.1„„„.
❑Agent
so that we can return the card to you. 0 Addressee
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1. Article Addressed to: D. Is delivery address different from Item 1? 0 Yes
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PS Form 3811,July 2020 PSN 7530-02-000-9053 Domestic Return Receipt
SENDER: COMPLETE THIS SECTION COMPLETE THIS SECTION ON DELIVERY
■ Complete items 1,2,and 3. A. Signature
• Print your name and address on the reverse X �')(� 7 " OrA9ent
so that we can return the card to you. J�'� ��)L� YaAddressee
• Attach this card to the back of the mailpiece, B. Received b Name) C. Date of Delivery
_or on the front If space permits. • .Ted
1. Article Addressed to: D. Is delivery address different from item 1? 0 Yes
If YES,enter delivery address below: ❑No
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Hall, Bryan L
From: Bryan, Stuart C <[e-mail]>
Sent: Wednesday, September 8, 2021 6:31 PM
To: Hall, Bryan L
Subject: RE: [External] RE: Duke Energy-Motts Creek Bore Project
CAUTION: External email. Do not click links or open attachments unless you verify.Send all suspicious email as an attachment to
Report Spam.
Good day Bryan,
Sorry if you get this twice, said it didn't go thru the first time. 6ft under creeks for the bores.
Thanks,
Stuart
From: Hall, Bryan L<[e-mail]>
Sent: Wednesday, September 8, 2021 2:30 PM
To: Bryan, Stuart C<[e-mail]>
Subject: RE: [External] RE: Duke Energy-Motts Creek Bore Project
Hi Stuart,
Thank you. I know we discussed this and I apologize but what were the depths of the bores underneath the creeks going
to be?
Thanks,
Bryan Hall
Field Representative
NC Division of Coastal Management
Department of Environmental Quality
[phone] office
[e-mail]
127 Cardinal Drive Ext
Wilmington, NC 28405
Email correspondence to and from this address is subject to the
North Carolina Public Records Law and may be disclosed to third parties.
From: Bryan, Stuart C<[e-mail]>
Sent: Friday, September 3,2021 11:58 AM
To: Hall, Bryan L<[e-mail]>
Subject: RE: [External] RE: Duke Energy-Motts Creek Bore Project
ICAUTION:External email. Do not click links or open attachments unless you verify.Send all suspicious email as an attachment to
Report Spam.

v4"111111:
4,
DUKE .' `11= =,401kI „.
f1.�,Ms�.. .,r 4,,,
ENERGY® ` � LOU
opit
PROGRESS ��
NORTH A SOUTH CAROLINA STATE dG
RIVER RD. MOTT CREEK PROJECT
EROSION & SEDIMENT CONTROL & ACCESS PLAN
WILMINGTON, NEW HANOVER COUNTY, NC
LATITUDE:34.129705
LONGITUDE:-77.916658
•
• SHEET LIST:
• N hg.,..i1' COWER S SHEET SHT 1 OF 12
PROJECT LAYOuT SHT20F2
L. EROSEN CONTROL MEASURE OUANTN
ES SIR SOF 12
• EROSIONS SEDIMENT CONTROL PLAN SHT A OE 12
GENERAL NOTES N ERO90U S SEDIMENT CONTROL PLAN SIR 5OF 12
1. APPROXIMATE STRUCTURE LOCATIONS WERE PROVIDE)BY DUKE ENERGY AND ARE FOR REFERENCE I PROJECT AREA A EROSION B SEDIMENT CONTROL PLAN SIR S OF 12
ONLY.THESE DRAWNGS SHALL NOT BE USED FOR LINE CONSTRUCTION. EROSIONS SEGMENT CONTROL PLAN SHT TOI]
2 BASEICDRAWNGSWERE CREATED EN OIB DATA OBTAINED FROM VARIOUS SOURCES.AERIAL EROSYNASEDNENT CONTROL PLAN SITSOI2
NCGO1 GTAL 1 SM 9O 12
POT OIL EAPHY TISS U OBTAINED FROM STATE AGENCES y,,,,L,e M NCGOt DETAIL SM 100F12
G NOT ALLUTEITES ARE SHOWN.LOCATIONS SHOWN ARE APPROXIMATE IT IS TIE • EROS N B SEGMENT CONTROLDETALS SHT 110E12
CONTRACTORS RESPONSIBILITY TO ACCURATELY LOCATE BOTH VERTICAL AND HORIZONTAL • NORTH EROSION S SEDIMENT CONTROL DETAILS SHT 12 OF 12
EXISTING UTILITIES PRIOR TO THE START OF CONSTRUCTION.THE CONTRACTOR SHALL NOTIFY NC CAROLINA•
811 PRKR TO EXCAVATION.CONTRACTOR SHALL NOTIFY DUKE ENERGY IMMEDIATELY IN THE EVENT
OF ENCOUNTER..ANY UNDERGROUND OBSTACLE REGARING CONTRACTOR
DEVIATION FROM THE PUN.COST TO
.PAIR DAMAGED UTILITIES SHALL BE BDIBEE BY THE CONTRACTOR
A. ALL UTILITIES SHALL BE PROTECTEDAND REMAIN CO ACTIVE UNLESS OTHERWISE NOT,. NTRACTOR
SHALL NOT DISTURB UTILITY POLES,GUYS WIRES,OR ANCHORS WITHOUT PERNSSKIN FROM DXE 8289FGroF. MIGRATORY BIRD HOTLINE
ENERGY. STATE AND FEDERAL LAWS PROTECT ALL SPECIES OF NATIVE BIRDS FOUND THROUGHOUT TIE DUKE ENERGY
5. PROJECT IS LOCATED N THE CAPE FEAR RIVER BASIN. SERVICE AREA.INTERACTIONS OF BIRDS WITH GENERATING FACILITIES.TRANSMISSION AND DISTRIBUTIONS,
B. SEE SHEET 11 FOR EROSION MID SEGMENTATION.R CONTROL SEQUENCE AND RATTING
SCHEDULE SUBSTATIONS.OTHER STRUCTURES AND EQUIPMENT,AND OPERATIONS ARE POTENTKLY HARMFUL OR FATAL TO
T. STREAMS EXTEND BEYOND TIE RIG CONTRACTOR
APPROPRIATE BRIDGING AND RATTNG O THESE BIRDS DIME ENERGY OPERATES THESE 24HOUR MIGRATORY BIRDNOTLNES TO ASSIST EMPLOYEES AND
FEATURES IS REQUIRED SHOULD THE CONTRACTOR USE ANY ACOE.ROUTES LOCATED OUTSIDE O CONTRACTORS WITH RELATED INCIDENTS THAT OCCUR DURING WORK ACTIVITIES.
GE RXNHTOF-WAY.
B. ALTERNATE ACCESS PLANNED BY THE CONTRACTOR SHALL BE APPROVED BY MIKE ENERGY . CAROUNAS:000.5T2. N 2852 FLORIDA OT.280.30 MIDWEST,21,130.m.
PERMITTING PRKR TO USE.
B. CONSTRUCTION ENTRANCES ARE SHDAN FOR REFERENCE ONLY.HEAVY MATS NAY BE USED IN LIEU :+hTI A reek - + ct. SPILL REPORTING HOTLINE
O ROOTMEFTII CONSTRUCTION ENTRANCES F DEEME09UFFICIENT BY A DALE ENERGYATS.NO LATTICE IN ORDER TO ENSURE THE PROTECTION O HUMAN HEALTH AND THE ENVIRONMENT.FEDERAL AND STATE LAWS
10 WETLAND IMTTING SHALL BE COLROWTE ARDOR HEAVY DUTY TIMBEWORME'MATS.NO LATTICE t REQUIRE THAT CERTAN TYPES O SPILLS MD UNPERITTED RELEASES BE REPORTED TO THE PROPER
CRTVDPLY MATTING SHALL BE USED N JINRIRUUCTKNAL WETLART6 ARDOR STREAMS. - REGUUTORY AGENCIES EL SOON AS P RKIN E FOLLOWING IDENTIFICATION.IMMEDIATELY NOTIFY WM
II, NO GUF RENDERED EQUIPMENT SHALL BE STORED OVEHN.HT WRHN 125 FEET OF WETLANDS CR SUPERVISOR AND THE FIELD ABLE TOMECHTHE PROFESSIONAL WHEN A SPILL OR UNPERMITTED LEASE IS
SURFACE WATER WITHOUT CONTANMENT. '1 • DISCOVERED.IF YOU ARE UNABLE REACH THE FIELD ENNRONMENTALIEHS PROFESSIONAL.CONTACT ONE OF
12 SITE SHOULD BE STORM READY-AT THE END OF EACH NCRK DONE.. THE DUKE ENERGY SPILL REPORTING HOTLINES AT:
CAROLINAS I.NIDWEGT.600.527.3653
`HRH FLORIDA 866.762.1261
VICINITY MAP CONTACTS
OWNER: ENGINEER:
SCALE'l":5,000'
DUKE ENERGY PROGRESS.GC DEWBERRY ENGINEERS INC.
LEE BURTON SETH STEFFENS,PE
1451 MILITARY CUTOFF RD. 2610 WOOLEN ROAD
WILMINGTON.NC 23402 SUITE AIO
PH.RID 51D2TO1 RA.19151 NC ZE00T
CONTRACTOR SHAH NOTIFY-NORTH T CAROLINA ONE CALL-(811)OR LEEBURTONO....NEROv.COM PH:1919)9212305
(1-800652J9A9)AT LEAST AB HOURS PRIOR TO BEGINNING ESTEFFENS®DEWBERRV.COM
CONSTRUCTION OR EXCAVATION TO HAVE EXISTING UTILITIES LOCATED. 811
CONTRACTOR SHALL CONTACT ANY LOCAL UTILITIES THAT PROVIDED W L/MILPS I
THEIR OWN LOCATOR SERVICES INDEPENDENT OR'NORTDI CAROLINA
`ALN GNH F e
ONE CALL-.REPORT ANY DISCREPANCIES TO THE ENGINEER -R Ecz CREEK PROJECT
IMMEDIATELY. R.y^.�.` `� . Dewberry'I ��DUla
1YO E 4i !!!. - „ : STY EnV T,IN Inc. p N < ENERGY. COVER SHEET
PROGRESS j al i 8 7021
0 MXS500086 06.102021 FOR CONSTRUCTION TRB PAK EBS . CI ESTETTENITTE F1011
RAMP REV FILE NO. DATE REVISION DRAWN CHECKED APPROVED biO'^....'WIIM -"-°i°"Rm"' 1LIRTSM NO.(MI.T 511*S4050 D MA9530068 I .""1 c
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PROJECT OVERVIEW
ADDITIONAL NOTES COMPosrrE Luis TRENCFVBOIE PIT DEWATERING
TM °. ro,: U o • "LL,�.�va.°... ,W::ezz, " � �E:, TME;":E71,r, RECEIVED
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JUN 1 8 2021
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0 rri Bi��
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NORaaRr..EPaFnc NV
,ERE E 140E E •ere Dewberry Engineers Inc. ENERGY. OVERALL PROJECT LAVO2.5 1 Mall,ROAD
Uf
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_ PROGRESS
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""` m.,.a— —0 '�MX9530088 M s

MATTED CONSTRUCTION
ENTRANCES(CE)/ WETLAND WORK PAD TEMPORARY WETLAND IMPACTS-PROJECT
WATTLES ESMAKIEDQUANIRIES QUANTITY ESTIMATE NOTES
ROADSIDE DITCH CROSSINGS (Estimate:588 SF of Matting per TOTALS - -- -- ---
(Estimate:6 mats per Polel I OIANTTES LISTED ARE ESi0NTES ONLY AND SHALL BE CONFIRMED BY THE CONTRALTO
MDRNTTT UMW MET W O AP KK
pia BY DEP NAM TO COMSIRUCTO EAMMON. HE AMMO LOCATIONS AND OTHER
JURISDICIML FEATURES WERE DEUNDTED ENENVIRONMENT.SERVICES.INC.THE
MITT
VRWPOe• MA[ ADVENT! 4 souse NTMWWT LF WOUWDWpIFAD wrruNnATETSSMATTONG/ ITT NI KOS 00 IW LAGTONS WERE LOCATED BY CAPS AND WERE NOT SURVEYED. LOGIC..SHOWN ME
1STWb to SU b u MT T6 name....sera S01MMC15 OOMSAUCIgNIMMNCfSIWTFPoI MPROxIWiE AND NEED 10 BE COHnRYEO IN iK FIEIp.
6.NW.L 7A I= 5031 M1 u A TB.NWARY TMWENND IMP.T 10,290 wen..weft FYNMATTl6 - 11.00 M0 A I. CALCULATIONS ASSUME THAT MATS ARE)'x IA'COMPOSITE MATS;T'X IA'-96 50.
TA is Ma TA UT IOW PIT 4A A WARNS 6A46 -
XWsst !d OMF%T I. LINEAR
FM G FLCUUTON ASSUMES w ARELAD D MAIM M TA.AS THE WOTH D 7'AS
rmY w1TF0[F SO_ Y xeM TO Sw 4 A
101ALwi5 .-...__Iw JOl AS MO WWe fT 411 po S. WRING FOR ACCESS'OUANF1Y ESTIMATE INCWOES MATTING FOR ACCESS ROADS.
UM/ A Stl SORE NT u A
-�—
LOCATED
5. D WORK PAD'OUANTIM ESOWTE INCLUDES wile.FOR WORK ON STRUCTURE:
ISMS) EA ! OOIE M A LOCATED P WETLANDS. ESTIMATE OF 6 HOTS(566 SO ARE FEET OF HOTTING)PER
STRUCTURE
IYw0 IA Sw WUKr 4a A
10a01x IA UT NW MI To A 6. ROADSIDE DITCH CROSSNGS AND WORK PADS AM NOT 51ROWN TO SCALE. REFER TO
CSII OA Sw WMAT II 7o FOR APP.xIWTE SIZE AND LOCATION.
51.vpn IA 1w OOWtM b A T ND SHOW::WERANG SMO BE COMPOSITE AND/OR H DUTY T IABER/YRANE"MATS..
u ma us BORE MT SA A LATHE 0R TWO-PLY MATTING SHALL BE USED IN JURiSOCM+N.DSTLMDS MD/OR
>ip KIKLPIT 3A 70 srREWs.
IAA
KM IA SU Kw TR SA A 0. UTTING LENGTHS AM UNITED TO LINEAR FEET FOR ACCESSING THROUGH AND/OR OOEI
SAM% IA Sw OM[NT LNG A wETIANDS.AND COCKS. WETLAND WORK PADS ARE LIMITED TO 538 SOUME FEET OF
Xi. IN 1w_ AM MI NA 70
Worm SA -SOO OMFM 52 To 9. ESTWTES DO.T MCLUDE OWNTTES FOR WORK PADS GRGTER THAN 566 SOUYIE 1
6A SU WON FM M A ADOMOml NON-wETLAND ACCESS.MD/OR ADOI ONAL IIATTING
NEEDED TO CROSS
SM FMFDYOFOB SA Ts WETLANDS WITH MORE MAN 6 INCIAS OF swum
wATER. IT
:5 MERESPONSIBRIrr
w Su WOW[FRT A A THE CONTPICTOR TO ESTIMATE AREAS OF MOTIONAL WT. PRO
APO UNA PR
ENERGY.
SIu7ST SO ON OM PIT DaA APPROVAL FROM DUKE
PW M W TAW M w To TO. MATTING MANTES DO NOT ACCOUNT FOR STACIONG CF HOTS.
w fsotLM M 150 Ml w SU NNW W 5011 TATTLES ME SHUN FOR GRAPAGL DEP..OF LOCATIONS. ESA..OF MINIMVI
SO NUMBER OF LINEAR
ET ANTICIPATED CM BE FOUND IN THE TARES ON THIS SHEET.
GOPSIn IN s. pi M m IA. THE EROSION CONTROL'ADMIRES DEPICTED ON THE PLANS ME TO BE INSTALLED AS
KLR N so. WM MI EA 70 NEEDED TO KEEP ALL UDNEM ON SITE AND OR OF STEAMS AND WETANDS. AJOI
CONTROL NOT MY ElfREOUIREE
TOTAL IT,Sw wen
Y SO ORDERTO DEEP ALL SEDIMEN ONSSITE AND OPOUTT OF STREAMS THE
ANDPLANS)
W D5.
SA SO 13. THE INST.TATIDU OF APPROPRNTE EROSION CONTROL MEASURES ARE AT THE OSCRETII
001. SA so THE CM-SITE DUKE ENERGY INSPECTOR.
Al OA so
won WA so
Ps M 50
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64 TOTAL LIMITS OF
SO DISTURBANCE = 11.3 ACRES
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Dewberry Engineers Inc. _ EROSION CONTROL MEASURE
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LIc/kNOTES
ORATING pRRtISUTIONLINE - -- JURISDICTIONS WETLAND j/ � �Q� uNn3OF OSTURRRNCE m m m1. ALL SITE ACCESS AND CONSTRUCTION PADS THROWS WETUNDS OR OVER STE...ALL BE VIA COMMERCIALLY-MADE COMPOTE r HE.,DUTY
TIMBEIRPCRANE-MATS OR DEP APPROVED IOW GROUND PRESSURE TRACK VENCLES.LATTICE AND TIAO-PLAT MATTING SHALL NO
RIOMOwAv ION IANE CANA WETLAND �,���;������%/////A�--€. WETLAND WORK AREA PAD El CROSSING DETAILS JURISDICTIONAL D5.4TREPMSOR&1FFERS.THERE SHALL BE NO GRADING WrtNIU WETUND AREAS SEE DETAIL SHEET FOR AMnIG AGO
//�-/�d��l C WETLANDN00.K PA0.5AND WATTLES ARE NOT 9GIW TO ROSE.REFER TO DETAIL
OVERHEAD
g3TRBJRCN ulE, _ _ STRFAMCXANNA ------- merles
AL CEPIRICµoLCCATICNS WATTLES'ET'
FE FLACEOONTHE OTANNSLOPE SDE CF THE LAND CSTURBANCES
RI�GHPor-a.w�v�En9EiRe�iru� prcX p0X EOSTNG DISTRIBUTION POLE "yJJJulll SEE DETAIL SHEET.ADDITIONAL WATTLES SHALL BE unu2E0AS NNECEZARv TO KEEP ggMENT OUTOF wWEENTLµ�STRREEAfMS AND WHIN R LINEAR FEET OW LOOTS.
FAsnNC TRAI6MIESON LINE —-—- SBFT CARM BUFFBt ———M� NEW DSTRIBUTION POLE �� NEATHER CONDITIONS.WHEN MATS ARE REQUIREDIR1 ROW OF MATS MATBE INSTAL LEO IN PARALLEL TO COVER THE to ACCE055 O DNRHINRTHEO
RSM15SON LxME cAMA WETLANWSO �_� TRANSMISSION P0.FS.FASTG r u 4 MI DISTRIBUTION RK;M Aver.
STEEPER THAN 5:I SHALL BE MATTED.RIGM oF.wnr RE FROM STREAMS) s. SEED 3LOPE3St OR FLATTER.SLOPES SHALL COW, X1RE SAME REQUIREMENTS AS w.NO CLFIJRRq'IN THE OEP
PROPOSED UNDERGROUND DISTRIBUTION LINE _ R EMPRODEAaaDGPAIN pBRIBUIp pMPOE �fl hA TRANSN4S9ON ROW FACE. BENDaRBBND° 'A°��� INB INVOLVESM HINECLEARINGFRaM WTSWTHN�DFTHE
,GRADING.STUMPING AND NOT DISTURBANCE TO ROOT ANT.
ION LINE EZSTING 7 CONTOURS ISO r
UNDERGROUND
;, aMRAa DR TO KffP SED MEM G F G D3
PG ERn Bp GAR _-
w Wbe�� �� RIVER RD.MOTT CREEK PROJECT
I.HaR¢oNTALaRAPcsGLF ■Y'sei _ ROAD NEERRGY.
xoo ITS Dewberry Engineers E EROSION AND SEDIMENT
MO I RI mtDTc nm 410
PROGRESS
CONTROL PUN
A Mxas000 B OR.1a.2021 FOR CONSTRUCTION TRB PAK EBS ` ` R mzm TmRLLF STRUT 11t`][,(
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JUN 18 Z021

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LIA
NOTES
EXISTS DISTRIBUTION LINE —....—...— NRISDIcnONAL werwro �� 4 Q LIMITS or DISTURBANCE —LP,—M+—Los om + BE OR TRIBERNORANE
DEP
UND PRESSURE
ICIROI?OG ALL SITE ACCESS AND CONSTRUCTION PADS THROWN NETUNDS OR
OOEaunoo�' YACE CCi � HEAVY
DUTY
D APPROVED Rs TRAM vo+ es r .n rvv MnwaEErwwawmNClANDJCONALUuNSSREv.a OR THERE SE NO GRADE.c WREN wErLuro AREAS SEE oE
EXISTING DISTRIBUTION USE COMA wET,wxD e"�-® wf,uoWORN AREA PAD CROSS.WAY ; WETLAND WORK vwsvmwArr�sARE NorHowrvra SCALE REFER TO DETAIL.RIMmw LINE _____ ,AAA,,McHANN¢ OWATTLESPROPOSED
PROPOSED
ARE SWIM TT..ARE TO BE RACED ONT.DOWNSLOPE SIDE OF THE LAW DISTURBANCES
E AIL SHEET AMMON.WATTLES SHALL BE LITIUCLED AS NECESSARY TO P SEDIMENT OF WET LANDSSTREAMS AN
RROP.SED['WM/WT.T E -- DITCH O EXISTING warRlBunax POLE �fl TO WATTLES smMD+rvmoML wNo rH�e�rKK',v�aLe�nFaNc'sv;WATT..
EsrinwrEs ARE MINIMUM NUMBER or uNEAa EEEr ANrICIVAr®.
OF
EXISTING PANS SEION LIRE —__-— EBFT CAME BUFFER --—+rw— NEW STRIM TON POLE — SO!DISTRIBUTOR IT WHEN MATS ARE REQUIRED4 LOCATIONS TWINS TNE DISTRIBUTION Lt.�i ROW OF MATS MAY INSTALLED M INSTALLNT-OF WAY ARE APPROMMATE NVMALLEL TOGO/AL LOCATION MT.It. .SVARY BASHI�ROAD T. AWSW
SBU MO
EXISTING
oR UNE RIOHT-OF-WAY.
EXISTING TRANSMISSION LINE BUPFERog
)7Q ALL BE NETT®.
WIRT b/I
UNDERORONND UIRIM LINE
, FEW 06YEAR FLOODPUIN HDHSMI%NaOLESPOER13TIH0 ,111IIq M4o18].I E R�DI/SBIATYE CLFI�PoW.LONI SLOPES 31 OR FLATTER SLOPW MG9Ba9nYE CLFAPoW SMALL COWRY WTH THE SAME REIXARFMEM3A6WWClFARMO•MTHECEP
b�\WEAL r91.47Poi.. N`a wl°..LOWRnlo�lr IMPACT/SENSITIVE CLEARING OISNRiINVOLVES MAO ROOT MAT
FROM MArswnSB SP THE
EXDEnORwTo \2 - ,. CONTRACTOR TO REEvsEDIMSNr OFF ROADS
'A eETO ROOT AUT.
EXISTING DISTRIBUTION LINE EXISTING 2cowouns toot -
PROPERTY BOUNDARY -- £N,,
TM .1M.tom CREEK PROJECT
HDR�MTALDRAIWO Dewberry' ( DUKE
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"we,F.;erin� XII"„:" PROGRESS ^'CONTRCAPL7021
D M%BHSWIEDe.,D2021 FOR CONSTRUCTION TRB PAK EBB N
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VIEWPORT 8A
Melt NOTFS
omen ennIIBUnon UNE —-—-— weaceCBOMALWERAMD j//////////// Q men OF mere...OE , .w�ue—m— r ALL STE ACCESS AND CONSTRUCTION PADS TNROUGN.TUNDS M OVER 3D1FALb BULL ENA COM.6laALLYLNIECONPOBITE OR NERVY DULY
F%%%%%%%%%//////�.--p/y��p S.DEP APPROVED LOW GROUND PRESSUREO TRACKNDECLES LATTICE AM WARM'MATTING BNALL NOT E USED IN
JURMACTIONAL EDSRIONTOFDIST LINE GAYA WETLAND �//(((!f/f/!!/// V WETLAND WORE PAD CROS9NG pETNLSTlANp3,STREAM3CR BUFFERS.TREE...ALL RE NO ORAaM'NffMH NkTu1D AREA5.5H DETAIL SHEET FOR MATTING AID
wERnSED DISTRIBUTION LINE, _ SAFAMF,N.... O WATTLES ;WAY
WETLAND WORK PADS AM WATTLES ARE MTsxpAN TO SCALE REF6i TO DETAIL
WATTIM ARE SHOWN E.O.M..,DEPICTION OF OCATONS WATTLES ARE TOE RACED ON TIE CONN:ROPE MOE OP THE LAM DISTURBANCES
TO PREVENT SEDIME1Or FROM LEAVING TM SITE AND ENTERI.NETLANDBETEME ESTIMATES ArtE IAPOALS.NURSER OF LINEAR FEET ANTICIPATED
YONT.OFWAYrFAEMENT -. COCA O Fu3nxO DISTRIBUTION POLE -1=1 EEOETNLSHEET.ADap WATTLES W E rNAL tESBLUTILDED A6 NECESSARY KE
EP PSELOR OUT OF NETLN+DbSTRFlA+6 NO WTMx ROW UNITS
STRIBUTION LINE
Y ARE
ATE ACTUAL LOGTION MY VARY BASHI ON THE TEMBILITY AHD
Eu3nM 1MNBMISBNY LINE —....—....— SDf*UMA BUFFER ��, NF• , NEW DISTRIBUTOR POLE 4r=
A WEATHER COUNE NWHEN MATS ME REQUIRED,,ROW OF MAATS MAY RUALLED M PARALLEL TO COVER THE If ACCESS ROD W TEN TIE
DEP PROTECTIVE BUFFER I� 1611e21MEMO WEATHER #iVAY.
RRN?4.WAY ISeION LINE PROS N.4.114A 3v FROM eTRFAMB) x AND ——a"� rRANeMsaox PotEe,EAISnM y ll
4r S. SEED SLOPES 31.FLATTER SLOPES STEEPER n4N 3:1 SOU E MATTED
uPROPOSED xDRORWxO UrroN L. FlIIA,OSVEM ROODPWx ESISTING TRANSMISSION AND gSTRBvnW AOIM VOLE � - B pSRACT/S 5,T1ECLEARM.LOW KK'T SB49nECLEARIM SMALL OONPLY NON TIE SAYE REOURBpITS MIINO CIFM
u xc sPEaeleA Lowe"I rExa aENene vrvoL.ssMAa.E L�EAane FRw M.Tsw+3.N.ia n�
AMMT a3rwBN¢ETo Roor ru.T.
UxDEROROUND LINE ENBnMr�MDDR. Nq 4a i CONTRACTOR TOIffPECMENTOFTROADS ECEIVED
PROPER,BOUNDARY __ R
Dewben y. ry WC ^` RIVER RD.MpTT CREEK PROJECT
M�DN A RNRM ENERGY• ,J U N :'I RDLRAN
+ CO BOB Dewberry Engineers fr. ER
• - - E —+(SWEE01 _ PROGRESS
0 MKYSZKOE 011.102021 FOR CONSTRUCTION The PAK LES Rare. MAWS.
1mev0 MUT
REV FILE NO. DATE REVISION GRAVEN CHECKED_APPROVED -�Lw«Fr.waPB =^-rm.� 1111.t 0..ion s.- I"D I B�`MX9530068 I ""6
DCM WILMINGTON, N

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VIEW PORT 7A
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.._ OD,—00, OOl—•.. .:—•.. 001—.. OD,—(STEEL.)
ODl xxON.•.,—001ito OOl 001 Rµ E. •-� aoT
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VIEW PORT 7B
sfg84
NaTEs
EXISTING aTMBUnON LINE ----- nEINDKTpxu WPMNO i/ Q Lnm OF DISTURBANCE —.00—m—wo— , NDCONSTRURpN PADS TNROUON METUNDe ORDVER STREW:SL,ALL BE VNr.�.M.sv'uiira,NE cwroME ORNEAw OUIy
Fj;;7%%ijj;�������,y.�^ JUNSOCTIONAL OESAPPROVED BUFFERS
SHALL TRACKRACING uTWELND AREAS AMADEEEE NOTBETYPED
RNR,iOFwAr LINF CANA WETLAND V WEMND WORN AREA PAD El CROSSING DETAILS.WETLANDS STREAM9ORPhFER4 THEE SHALL BE NOORAONO WTNM WETLAND AREAS.SEE DETAIL SHEET FOR MATTING AND
IL•
OVFANFAD DISTRIBUTION uxE. — _ �U�W,NNa ---�--- O WATTLES ; ARE WATTLES WETLANDPORK OR� �RE NOT ORLOCATONe WATTLES ARE WN TO MALE REFER TO ^TO BE PLACED ON THE 00wT:1.13PE90EOL TNELAAO DISTURBANCES
TO PREVENT.011.1ENT FROM LEAMHO RNurt-OE-wAWEAENENT -- CITED DO% EXISTING ANTSEOTS POLE yu� SEE DETAIL SHEET.ADDITIONAL WATTLES STE AND ENTERING.A METESSARSTOKEEP
CEMENT
ME.NWNMiEISTREMAS AND LINEAR AEU ANIc'WWITS
_ �� THIWLBE UTILISED AS NETLANDSr..ESIMAES ARE OE.NMBROF LINARAEUNROPATED
EXITING TRANSMISSION LINE -- -- RGPT COED BUSFER --- —� NEW DISTRIBUTION POLE yu A ACCESS LOCATIONS MOMS THE DITRISURON UNE REMOF-WAY ARE APPROMATE ACTUAL LOCATION MAY YARN B�ON THEEESIIMATr AND
— WEATHER 0ON01I0..wp,MATS N.REQUIRED T ROW OF MATS MAYBE INSTALL®M PARALLEL MOANER THE 1/ACCESS ROAD VATHM THE
EXISTING MeM LINE DEP PROTECTIVE BUFFER DISTRIBUTION LANEN FLATTER
AT
D.
RNNn.GF-w.r ���STREAMS) xD ——..— TaAxal^aHw PDLEs.EAIsnND �fl LI G M/yEyl s. sE®soPn a,GaFUTTec aoPo sr�mTHw>,sH.LL BE wTr®.
UPROPOSED NOgORaUND Max uNE. FEW10071EAR FLNLVLAIN r'STREUNOR.ION IN LE _ o�UI,cI LOWPOACTESBLWTTVE OUARINp.LOWMPACT SENSR,vEC,FAMNc gull COwLY WEHT,E SANE REOUREENTS As,NTOCLFMM-M THE CEP
UNOERGRwxO TIIXI LANE EXISTING YCOMWne xXIL iO,ee �, TFA . T CLEXMENT AFO✓ LOwINVACTrsQ,SITNECIFARMOMIOLVES IAAL,fE CLF_AMAG FROM EATS WTI.E OR THE
EXISTING ACf TNEREWLL BE NOORLBBINO.GRADNG.TUdgSA,.AND NOT4STUIBNACE TO ROOT MAT.
CONTRACTOR
V.
PROPERTY BDJNOARY —— Ee.
E ,
V
Dewberry'
��N B�� RIVERCRD.M�OT�TIFCr�REEK PROJECT
HORECNTAL GRAPHIC SCALE 0• . - — 'x' Dewberry Engineers Inc. RO.a ENERGY. R EO(�S�I�MRB6NENT
T - PROGRESS
a CONTROL PLAN
' Tm'
0 M%YS]008G06.102021 FOR CONSTRUCTION TRB PAK ENS I R ` ",,,,TSTaFT
REV FBE NO. DATE REVISION DRAVM CHECKED APPROVED d'°"+^•P'N.'°^.°'.' W^aveara' Tna.nM Iio.OMsew-NONE ''''� 4r /,� p 7 C
ON7-
nrKA WILMINGTON, N

/ I 1 f I 1 'g *AF +� ''''4£RL' 1 L Ab1ER IQ1tllET1
��'� \t \ \ ; ) 1 1 r L /" _ o TRA {{1 A 1 e�u4M ANCKmue �' 4*�. ,. ` �'`- i { \ • m O.RfT 1 ..,, GEORGEU DA Pwuss
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VIEWPORT 8A
¢amELnDAPLILMss 1
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VIEWPORT 88
Walt& NOTES
EASING DISTRIBUTION UNE . . JURISDICTIOILAI WETLAND i///////////// Q LIMITS OF DISTURBANCE ,ro•••.•m wpm,m� SHALL BE MA COMMERCIAL E COMHALL POSITE ORHEAVY Dun,
D IN
EXISTING STRIBUTCN UNE C WETLAFO WORK AREA PAD JURISDCTIONNAL WNEETTw+0.AASTREEAMS OR BUFFFFERRSUTTHERE�L BE NO GRADING VWTHII IN WEEi AND
ND AREAS.sff DETAIL SKEET FOR SEETTDA AND
RRYRUF.WAv AMAAAETLAxD eLLL( ® CROSSING DETNLi
PROPDSED DISTRIBUTION LIFE, - STREAMCHNf6 ; WETLAND WORK PM9AND WATTLES ARE NOT SHOWN T09CALE REFER TO DETAIL
LOCATIONS.WATTLES ARE TO BE RAC®ON THE DOMANSLOPE SIDE OF TIE LAND DISTURBANCES
RIGHTOFWAYEASEMEM -- DITCH O E DSONORSTRIBUrON POLE _Hu TO PREVENT SEDIMENT FROM LEAVING THE SITE AND ENTERING WETLAVDSSTEANS ESTIMATES ARE MIMMUB NUMBER OF UNFAR FEET ANTICIPATED..
SEE DETAIL SHEET.ADDITIONAL WATTLES SHALL BE UTILIZED/s NECESSARY TO KEEP SEDIMENT OUT OF WETLAND65TR.,.ANDAMAN ROW LMTB
A. AOCEN LOCATIONS WHIN THE DISTRIBUTION LINE RIGHT.OFWAV ARE APPROMMATE ACTUAL LOCATION MAY VARY
SED ON THE FEASIBILITY AND
EaSTNG TRANSMISSION LSE —_—_— SOFTCAAM BUFFER —�—ram NEW DISTRIBUTION POLE Mr� CONDITIONS
MATS ARE RmuRED,1 ROW OF MATS MAY BE INSTALLED IN PARALLEL TO COVER THE BA ACCESS ROAD WITHIN THE
ON
ESTATAOWAr SSON LINE FROM D �VEB,TFERS AND . .—. .n. . TRANSMISSION POLES.DUSTING A.�� \^c/I4IwtJ s. SEED ROPESI OR FLATTER.SLOPES STEEPER THAN a,SHALL BE MATTED
30 FROM STREAMS)
�i DISTRIBUTION LINE _ FEM.,m.rEAR LF OHOU/H - -- DISTRIBUTION TRANwNSSON AND pd • GROUND RUTR��VECLEARING-LOWIMPACT SEFWTVE CLEARING SMALL COMPLY WITH TIE SAME REDLIREMENTS AS•HAHDCLEARING.PI THE DEP
r• _ R. I ROW CLEARING
FACE EARERE uPE`E No`ATIONS LOWINPACTISEN O_ENBNG MOONS MACHINE CLEARING FROM MATS WHIN�OF THE
EXISTING DISTRIBUTION LIME DUSTING TCONTOURS VIOL WILL CRI.BBIND GRADING STUMPING D NOT DISTUREUNCE TO ROOT MAT
UNDERGROUND - PROPERTY BOUNDARY __— NOIE�„',-' '. CONTRACTOR TOIo£P:EDIMENT�GFF ROADS DUKE
,m o Ifl1 0 Dewberry' �>DUKE CREEK PROJECT
PORIEONTAL GRAPHIC B�E D D ENERGY.
- ^DID Dewberry Engineers Inc. EROSION AND SEDIMENT
0 M26IBOOBB 06.102021 FOR CONSTRUCTION TRB PAK EBB ` A rtTrzwL�E r
PROGRESS ii 1 NI Njr'g �
REV FILE NO. DATE REVISION DRAWN CHECKED APPROVED °'n'^^N'°K°AI'w'F "`^M"V 0 TSVEPAS.0.00.lE,,,,,E-mS I MX9530068 I '''8 I
DCM WILMINGTON, NC

GROUND STABILIZATION AND MATERIALS HANDLING PRACTICES FOR COMPLIANCE WITH EQUIPMENT AND VEHICLE MAINTENANCE oNSTE CONCRETE WASHOUT
THE NCGO1 CONSTRUCTION GENERAL PERMIT i 1. Maintain vehicles andSTRUCTURE Nnn LINER
Implementing the details andequipment stored preventuim discharge of fluids. X.p g specifications on this plan sheet will result in the construction 2. Provide drip pans under any equipment. D�r• '
activity being considered compliant with the Ground Stabilization and Materials Handling `V°�. =-T" a�-1 ;f
3. Identify leaks and repair as won as feasible,or remove leaking equipment from the j a�
sections of the NCGO1
ompl Construction General Permit(Sections E and F,respectively).The project. ° <a r' a rl L'! a
permittee shall comply with the Erosion and Sediment Control plan approved by the 4. Collect all spent fluids,store in separate containers andproperly disposev�'e a a'r...`.•�!
delegated authority having jurisdiction.All details and specifications shown on this sheetP as 1:....•.!
may not apply depending on site conditions and the delegated authority having jurisdiction. hazardous waste(recycle when possible).
5. Remove leaking vehicles and construction equipment from service until the problem I� '^�'� �"""�`�'�'
SECTION E:GROUND STABILIZATION has been corrected. �� R""'"'m•"' % ''-="' -•r N�
6. Bring used fuels,lubricants,coolants,hydraulic fluids and other petroleum products •m 3A' 'S4.. I ...+•^•
Required Ground Stabilization Timeframes rue �S.SW.iiiilorM.t• N. mJ�•�C"""
to a recycling or disposal center that handles these materials.
Stabilize within this r.,,�
Site Area Description many calendar Timeframe variations A r"ra cc or@rk .c sraxtuy _ata•�-s%
days after ceasing LITTER,BUILDING MATERIAL AND LAND CLEARING WASTE
land disturbance 1. Never bury or burn waste.Place litter and debris in approved waste containers.
(a) Perimeter dikes, 2. Provide a sufficient number and size of waste containers(e.g dumpster,trash CONCRETE WASHOUTS
swales,ditches,and 7 None receptacle)on site to contain construction and domestic wastes. 1. Do not discharge concrete or cement slurry from the site.
perimeter slopes 3. Locate waste containers at least 50 feet away from storm drain inlets and surface 2. Dispose of,or recycle settled,hardened concrete residue in accordance with local
(b) High Quality Water 7 None waters unless no other alternatives are reasonably available. and state solid waste regulations and at an approved facility.
(HQW)Zones 4. Locate waste containers on areas that do not receive substantial amounts of runoff 3. Manage washout from mortar mixers in accordance with the above item and in
If slopes are 10'or less in length and are from upland areas and does not drain directly to a storm drain,stream or wetland. addition place the mixer and associated materials on impervious barrier and within
(c) Slopes steeper than 3:1 7 not steeper than 2:1,14 days are 5. Cover waste containers at the end of each workday and before storm events or lot perimeter silt fence.
allowed provide secondary containment.Repair or replace damaged waste containers. 4. Install temporary concrete washouts per local requirements,where applicable.If an
-7 days for slopes greater than 50'in 6. Anchor all lightweight items in waste containers during times of high winds. alternate method or product is to be used,contact your approval authority for
length and with slopes steeper than 4:1 7. Empty waste containers as needed to prevent overflow.Clean up immediately if review and approval.If local standard details are not available,use one of the two
-7 days for perimeter dikes,swales, containers overflow. types of temporary concrete washouts provided on this detail.
(d) Slopes 3:1 to 4:1 14 ditches,perimeter slopes and HQW 8. Dispose waste off-site at an approved disposal facility. 5. Do not use concrete washouts for dewatering or storing defective curb or sidewalk
Zones 9. On business days,clean up and dispose of waste in designated waste containers. sections.Stormwater accumulated within the washout may not be pumped into or
-10 days for Falls Lake Watershed discharged to the storm drain system or receiving surface waters.Uquid waste must
-7 days for perimeter dikes,swales, PAINT AND OTHER LIQUID WASTE be pumped out and removed from project.
ditches,perimeter slopes and HQW Zones 1. Do not dump paint and other liquid waste into storm drains,streams or wetlands. 6. Locate washouts at least 50 feet from storm drain inlets and surface waters unless it
(e) Areas with slopes can be shown that no other alternatives are reasonably available.At a minimum,
flatter than 4:1 14 -10 days for Falls Lake Watershed unless 2. Locate paint washouts at least 50 feet away from storm drain inlets and surface install protection of storm drain inlet(s)closest to the washout which could receive
there is zero slope waters unless no other alternatives are reasonably available. spills or overflow.
Note:After the permanent cessation of construction activities,anyareas with temporary 3. Contain liquid wastes in a controlled area.
Do ry 7. Locate washouts in an easily accessible area,on level ground and install a stone
ground stabilization shall be converted to permanent ground stabilization as soon as 4. Containment must be labeled,sized and placed appropriately for the needs of site entrance pad in front of the washout.Additional controls may be required by the
practicable but in no case longer than 90 calendar days after the last land disturbing 5. Prevent the discharge of soaps,solvents,detergents and other liquid wastes from approving authority.
activity.Temporary ground stabilization shall be maintained in a manner to render the construction sites. 8. Install at least one sign directing concrete trucks to the washout within the project
surface stable against accelerated erosion until permanent ground stabilization is achieved. limits.Post signage on the washout itself to identify this location.
PORTABLE TOILETS 9. Remove leavings from the washout when at approximately 75%capacity to limit
GROUND STABILIZATION SPECIFICATION 1. Install portable toilets on level ground,at least 50 feet away from storm drains, overflow events.Replace the tarp,sand bags or other temporary structural
Stabilize the ground sufficiently so that rain will not dislodge the soil.Use one of the streams or wetlands unless there is no alternative reasonably available.If 50 foot components when no longer functional.When utilizing alternative or proprietary
techniques in the table below: offset is not attainable,provide relocation of portable toilet behind silt fence or place products,follow manufacturer's instructions.
• Temporary grass seed covered with • Permanent grass seed covered with on a gravel pad and surround with sand bags. 10. At the completion of the concrete work,remove remaining leavings and dispose of
straw or other mulches and tackifiers straw or other mulches and tacklflers 2. Provide staking or anchoring of portable toilets during periods of high winds or in high in an approved disposal facility.Fill pit,if applicable,and stabilize any disturbance
• Hydroseeding • Geoteotile fabrics such as permanent foot traffic areas. caused by removal of washout.
• Rolled erosion control products with soil reinforcement matting 3. Monitor portable toilets for leaking and properly dispose of any leaked material.
or without temporary grass seed • Hydroseeding
• Appropriately applied straw or other Sh bs o oth r permanent plantings Utilize a licensed sanitary waste hauler to remove leaking portable toilets and replace
mulch covered with mulch with properly operating unit.
• Plastic sheeting • Uniform and evenly distributed
HERBICIDES,PESTICIDES AND RODENTIQDES
ground cover sufficient to restrain EARTHEN STOCKPILE MANAGEMENT 1. Store and apply herbicides,pesticides and rodenticides in accordance with label
erosion restrictions.
• Structural methods such as concrete, 1. Show stockpile locations on plans.Locate earthen-material stockpile areas at least 2. Store herbicides,pesticides and rodenticides in their original containers with the
asphalt or retaining walls 50 feet away from storm drain inlets,sediment basins,perimeter sediment controls label,which lists directions for use,ingredients and first aid steps in case of
• Rolled erosion control products with and surface waters unless it can be shown no other alternatives are reasonably accidental poisoning.
grass seed i available. 3. Do not store herbicides,pesticides and rodenticides in areas where flooding is
2. Protect stockpile with silt fence installed along toe of slope with a minimum offset of possible or where they may spill or leak into wells,stormwater drains,ground water
POLYACRYLAMIDES(PANS)AND FLOCCUTANIS five feet from the toe of stockpile.
1. Select flocculants that appropriateare being exposedduring • or surface water.If a spill occurs,clean area immediately.
for the soils 3. Provide stable stone access point when feasible. 4. Do not stockpile these materials cans```.
construction,selecting from the NC DWR List of Approved PAMS/Flocculonts. 4. Stabilize stockpile within the timeframes provided on this sheet and in accordance
2. Apply flocculants at or before the inlets to Erosion and Sediment Control Measures. with the approved plan and any additional requirements.Soil stabilization is defined
3. Apply flocculants at the concentrations specified in the NC DWR List of Approved as vegetative,physical or chemical coverage techniques that will restrain accelerated
PAMS/Flocculants and in accordance with the manufacturer's instructions. erosion on disturbed soils for temporary or permanent control needs. NCGO1 GROUND
4. Provide ponding area for containment of treated Stormwater before discharging v
offs```. HAZARDOUS AND TOXIC WASTE STABILIZATION AND
5. Store flocculants in leak-proof containers that are kept under storm-resistant cover 1. Create designated hazardous waste collection areas on-site-
orsurrounded by secondary containment structures. 2. Place hazardous waste containers under cover or in secondary containment. MATERIALS u e��LiNO
3. Do not store hazardous chemicals,drums or bagged materials directly on the ground. HANDLING
L
04r etl
applitor • Dewberry' •DUKE RECEEIV REEK PROJECT
Dewberry Engineers Inc. ENERGY. 1 DETAIL 1
•
gf��,xE�e MP. P.OR1.110
PROGRESS �N i
0 MX00000N OB.101001 FOR CONSTRUCTION The Put Egg �n"n 0in0` x z SMELT
REV FILE NO. DATE REVISION DRAWL CHECKED APPROVED "`0""^^....Huai. •••a'•v"rp" +an+aa ro."If sro-sow r I I a�B
DCM WILMINGTON, NC

PART III PART III PART III
SELF-INSPECTION,RECORDKEEPING AND REPORTING SELF-INSPECTION,RECORDKEEPING AND REPORTING SELF-INSPECTION,RECORDKEEPING AND REPORTING
SECTION A:SELF-INSPECTION SECTION B:RECORDKEEPING SECTION C:REPORTING
Self-inspections are required during normal business hours in accordance with the table 1.E&SC Plan Documentation 1.Occurrences that Must be Reported
below.When adverse weather or site conditions would cause the safety of the inspection The approved E&SC plan as well as any approved deviation shall be kept on the site.The Permittees shall report the following occurrences:
personnel to be in jeopardy,the inspection may be delayed until the next business day on approved E&SC plan must be kept up-to-date throughout the coverage under this permit.
which it is safe to perform the inspection.In addition,when a storm event of equal to or The following items pertaining to the E&SC plan shall be kept on site and available for (a) Visible sediment deposition in a stream or wetland.
greater than 1.0 inch occurs outside of normal business hours,the self-inspection shall be inspection at all times during normal business hours.
performed upon the commencement of the next business day.Any time when inspections (b) Oil spills if:
were delayed shall be noted in the Inspection Record. Item to Document Docume tedee Requirements • They are 25 gallons or more,
e..rea I (a)Each E&SC measure ho been installed Initial end dare each E&SC measure on a copy • They are less than 25 gallons but cannot be cleaned up within 24 hours,
mesa Idati sewed aeeaalee moods nowt Y dam and does rot slgnfkannly deviate from the of the approved E&SC plan or complete,date
am..Moore( locations,dmeneions end relative elevations and sem an inspection report that Idts each • They cause sheen on surface waters( less of volume),or
II)num stem, Dab Dune minion amour.. shown on the approved E&SC plan. RISC measure shown on the approved E&SC • They are within 100 feet of surface waters(regardless of volume).
i..n.A ni d nu rbne ruin sauce ulanonavn au mole deer...ekehd a pan.TAh documentation is required upon the
gmd enhing W.,y,ninth,nor en rdmo,re mire rainfall marmot.a IMMilmlalation of ehe EBSCm«rvmv,or
alarm moilede,need 1M tamdativa ruin 0,0 if
fur those un
If
...Wed dun lea Um Mt cdvrdre If a ate ii µ Abu 6 the MSC measures arc mod'ficd after initial (c) Releases of hazardous substances in excess of reportable quantities under Section 311
leveed) nays on eM,no mumps counsel mai hn manrden w kwtahatkm, of the Clean Water Act(Ref:40 CFR 110.3 and 40 CFR 117.3)or Section 102 of CERCLA
`sent• no errrrvner cow use anarvn,aammnaing amkn
��, d ay the Or Pon lb)A phase of grading has been completed. initial and data n a copy of the.paned MS[ (Rat:40 CFR 302.4)or G.S.143-215.85.
IC)MSC m ler,:one Per 1.leered et an due mamma;wpm., plan or complete,date and sign en Inspection
Weer. 7 Minder dew 1 ode and tsne dM Mieoen, report to Indicate completion of the
and•kW 2a 3 Hera el a amen performinguriwenbn, construction phase. (d) Anticipated bypasses and unanticipated bypasses.
Mun of rain 4.bdlaean d Wrdr me masurw wee carmen . .—'nem
t o mot m ew.ny. lc)Gcund cover a boated and installed Initial and detest copy of the approved ERSC
2a mars 3.6sermum of maintenance needs Nu n•measure. In accordance with the approved E&SC plan or complete,date and sign an Inspection (e) Noncompliance with the conditions of this permit that may endanger health or the
a.o.strlptlo,.madame,mclaw of connive actions talen pan. report to Indicate compllenccwhh approved environment.
Ill stam+mr Pe tar.once per I,dcnel;rk•t an d thedwhaac onvotdspeAcd. ground corer specifications,
dndwrµ 7akmdar dam 2.pate and erne d Am impaction.
adfaihls000 end.hio as x twine dthe pursuit urn lerre.de hmpraam. (d)The maintenance and repair Complete,date and sign an inspection report. 2.Reporting Timeframes and Other Requirements
Monde rant a Ivus•me of indleof no nf.nrons.,mllrm nort or.MI requirements for all E&SC measures
mmntzt nb,nb wen,fleeting or avm,wn roller or maraaxi., have been performed. After a permitter becomes aware of an occurrence that must be reported,he shall contact
a M..s n.•edkn.n of visae sediment laming the site, the appropriate Division regional office within the timeframes and in accordance with the
4 tencfgtm,..vdama and dew ortereena scions take. le)Corrective anions have been taken Initial and date.copy of the apartheid E&SC other requirements listed below.Occurrences outside normal business hours may also be
le)nrontirof Atlas:once per araiulevmUuen,wnon it taunt pine die line•them•tie. to E&SC measures. pan or complete,date end sign en Inspection reported to the Department's Environmental Emergency Center personnel at(800)
du 7iaNndard.w el U.noiear.Mdka made: report to doeIfidinte the completion of the 858-0368.
and weNn24 I.Mien aanto Pena on or...Peer.yeoman that res no c«recove action.
nands lee thetas Whs.
went.10 acne 2.Peoria.,*nee.and date dare are merlons*.end 2.Additional Documentation to be Kept on She Occurrence Mparebg TlmeframrVilterpoMrrdaM Other Mgakq_n_e_e_a___________
24 roan 3.An wanebn eselee anions urn t0pnaa'Mum In addition to the E&SC pan documents above,the following items shall be kept on the (x)viable sediment •within 24 haws,on oral or electronic notification.
Messes site and available for inspectors at all times during normal business hours,unless the deposition in a .Within l toleml,dye,a report that mistake a description of the
Is)steem or et tar.once per -NProam of wetland Ms Aeeaeed NAasedmemsean at a Division provides a site-specific exemption based on unique site conditions that make stream or wee and sediment and actions taken to address the cause of the deposition.
unman.mote 7aM Yer dean ofs.rmlw a w tlmm� d rprfront*rmw y fraurtbn
w Wranc end mahb 2a unitive,Poo 4 nova d the(Wooing ahvl lee made: this requirement not practical: Division staff may waive the requirement for a written report on a
Inhere hound a rain 1.pesurlaW,.wakecc and date of comet.Mbne taken,and te.by-rase basis.
arrrasaal nerds 1.0 WM in .n mmofthe mimii,m reports to for mmmwer ONO., (a) This General Permit as well as the Certificate of Coverage,after it is received. •If the stream is nemed on the N_C 30310
Meson. ):in as impaired for sediment.
24 irote-, _ eeae Moo pm ran cal,section t;Item lx11a100 t0 it s perm Mated causes,the p•rmlttee may be required to perform additional
Ill emend Amer cam dem I.Meal...sat ending Tns enkm W pemmn,MSC men
.enaed manures.
n of w. clearing end groaning,iost...of storm (b) Records of inspections made during the previous twelve months.The permitter shall monitoring,Inspections or apply more stringent prankls if staff
maniocs e dnmete'PIM,.couplet.old led a-dnbing record the required observations on the Inspection Record Form provided by the determine that additional requirements are nee0ed:o enure compliance
mt..,corotno Door rcde ncbacen3 es manor Division or a similar inspection form that includes all the required elements.Use of WIe the federal a oral
Or Inc -wmcc conditions.
ware awrI. electronically-available records in lieu of the required paper copies will be allowed if (b)Oil spills and • wRMn N hews,an oral or electronic notification.The notification
1 Pocurnentetion Man
,m masked wand tkbi lessor shown toprovide release of shah include information about Me date.time,suture,volume and
new leer.needed wthh Pe moaned equal access and utility as the hard-copy records. hazardous location of the spill on release.
meow.
en asumandc Ms they ova be arose m 3.Documentation to be Retained for Three Tears
substances per hem
All data used to complete the a-NOI and all inspection records shall be maintained fora period in)Anticipated •A
NOTE:The rain inspection resets the required 7 calendar day inspection requirement. of three years after project completion and made available upon request(40 CFR 122.41] pent et Mau ten days apFae the dole of the Moms,ifpawaio.
bypasses 140 CFR The report shah Include an evaluation of the anticipated quality and
122.411en43)I effect of the bypass.
PART II,SECTION G,ITEM(4) Id)Unanticipated • within a hours,an oral or electronic notifkatbn.
DRAW DOWN OF SEDIMENT BASINS FOR MAINTENANCE OR CLOSE OUT WPM.140 CFR • within 7 calendar days,a report that includes an evaluation of the
122.41(m)(3)1 quality and effect of the bypass.
le)Noncompliance • Within N boon,an oral or electronic nevfkation.
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 with cep condtbos a waafo 7teleudar fete,a report mat contain a description ont.
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,Omen with extended cold weather). of this permit that noncompliance,and its camas;the period of noncompliance,
Non-surface withdrawals from sediment basins shall be allowed only when all of the following criteria have been met: may endanger bcludng exact dates and tires,and if the noncompliance has not
health or the been corrected,the anticipated tare noncompliance It expected to
(a) The RISC 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 enNrdnmer44o continue:an steps taken or planned co reduce,eliminate,and
shall not commence until the E&SC pan authority has approved these items, CFR 12241(1)1711 prevent reoccurrence of the noncompliance.140 CFR I22.410R61.
(b) The non-surface withdrawal has been reported as an anticipated • Dieu bra sue may eehe the requirement Ice a written repo,on a
probypass in accordance with Part Ill,Section C,Rem(2)(c)and(dl of this permit, _by.ce,e bees.
(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 ore 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 in disposed of in a manner that does not cause deposition of sediment into waters of the United States.
NCG01 SELF—INSPECTION, RECORDKEEPING AND REPORTING
4 ,
� tc'" i Dewberry' ( DUKE REC pA�PROJEDT
- - - - _ Dewberry Engineers Inc. naor ENERGY. DETAIL 2
111 eFnEe PROGRESS
0 uxaN00gt 06.102021 FOR CONSTRUCTION TRB PM EN a i�Broth` x c 7em air MIT MOUS t 'ea r.�s_�ajt
REV FILE NO. DATE REVISION DRANM CHECKED APPROVED n ore.-,,tit,,a'tw. "`.°"°''r mown w.in,:see-s e 3 N Tlf adDO'1 1--10
DCM WiLMiNGToN, r

EROSION AND SEDIMENTATION CONTROL
CONSTRUCTION SEQUENCE NOTES
UTILITY POLE
96.NM MILO ROISCM MO IMO.0066.L.CRIMPACE co ow.•EMOME PATTIRES NM ec OMMR.11 TO OCP 16 NAPA....AA 0 O. INTERLOCKING 14W
MN POEST POO..
FIBERGLASS/
7 .9 L.SPIMMIC CRATES STATE MO Pc.LEM PE MAT-6-ENT OE K...uTurr 6.501.6 Taw TERT cOuPro xa.0.....C.1.6 Se.
COMPOSITE MATS
RA RAM 01115.DC NOLET mMS M.TM.NC.6 DID.MM.MO P.M.E.1.66.1 MT S.P.m
61111,
..•41.1. PE 6916.6.066619609 LA NO 06,•••••=.55,513 Sm..AMA Le...M.S.OM.066.ARM.MS 6.1 MM.I OMR.6 ROADWAY
111.611.CA nc Cr.Welung on no.NORM
.....4b..14.--
• MO.STALL 116-00.017.Et RE M.O.M..ORM TA•10-7M-015 AT MST 72 TEMIS PIM TO MM..6.1.116.MA.
S. 06.1 NO SC..WM....Mir ME•6.16111 OF OTEMME COO MAR SE MEM wee se Lee 6.6.1.ACTITCL
41100111111111."-
s .1.6.6466 E.....p9m6 OHM IINIXICION ME9 EMIT MAR6 4.IIVIII.011 MS.M.NME TO N..01.411164.MEMILO11644
7 MOM MEE 116616 6.M IIMME 6 TM roams mos%suer cf cioncrom.....114 cnor ounot....•=io•mom Coo.:MC MC se
CT CM OFF MC/NOM MO 06 OF MILAMMEILMML
• 110.CenINVID•tArl Mac
,e.snz sco.to.•-nor rue,•NI SO cr uct.Km cartamk.
„.,,„„.„,„,„„„,.„„•,..,,,,,•„,•,,,„•„,,,,,„,„,..„,,,,„,,,„,„.,,„,,,„,,•,y.,.,‘,,,,.0,•„„•„1,„„,,•.‘,„„,.,o„,,,,„„,,,,,„„,•••„,,
FETAL'A".PFIRPFNDICIII AR POI F ACCFSS
,,,,,.•••••••,,,,,,,,,,.•,,,,,,,,,,,,,,,,,,.....o....,,,,,,,•,,,,,•,,,,,,,,,,,,••••,z,,,,,,,,,,•,•,..,,,,,,cc,,,A...A.A.,.Au... ,...,.....,..
,T....,......,.....,..r...., ,..........,..,,,,..,,,....,,,,...co....,,..,....,......,,....,..
11 00.610.1616 NORILSRAMS 9.CONOLCT PMECT.6.11.016 OF 16066 0.60L 1.9.4.3 Alo SM..CORMS Irr PO ETZEr/1406 AM
MATTING LAYOUT DETAIL
••"'"'"'"'u'r•'''''''r''''''''''"'"'''''.''''''''''.'"T"e''''''''''''''''''''''"'"r"'"E .4,4 '..."''''."°'."
III WI Cl...33 Or.57...1,No sr5s.....K.siaarS AN P•19120.ISE 41,61.1.01.0116 IN.IC 16.6.60.10 S.C.TO CM DOW T.TOT TO COKE
PRCGIESS CML MM..6 Et PIMITO WS 111.MOMS.A.5/1.In•C.V.R.1.49.0C3 Kuor KM ND..
,,.4,.•,comma 5•••,%ip•plesac not,14 comm.:med.cy-m•III/7/4ED,=eh MO 96611764..rr.00147....MM.,...11191 efun,eaan. EINNTENANCE NOTES
1. REMOVE ARO[IMPOSE OF SILT ACCUMUATIONS AFTER RAJNFALL EVENTS.
5 nonce arm.brove,CcnrKt.....5 NA.TAN Ama rt.PAR Domes awm.w 4,55 w wow MC 06 SAC NCR.01.6311.A O.OF 2. MONITOR DAJLT TO SuPPLEMENT/REFuRB5H/REPLACE MATS TO ENSURE PROPER FUNCTIONALITY_
3. CLEAN MN SUBSTANTIAL ERODIBIE MATERIAL TRACKED 014TO TNE MATS IN A DAC,MUNER TO ENSURE NO
l•ruleSawr 7.,loc MAR.5.10Vrt 1130.-34.101.54 0.1,....105 15,....001.0.,57,.;,.,,„.5.70,......,5"..55"5.5.5%T.......5., SUCH MATERIAL INGRATES INTO ANY ADJACENT SEA/SINE OR JURISINCIIMAL MOS.
A..,A,................._,A,c...,......,AA.„An...,,......,.....,.........,......,,... MSTALADON NOTES:
SEr 1/......./.6.W11......1.165616.4-91.6E-0..... 1. LAYOUT 5 TYNCAL N.MAY BE AKTFRED POO EACH SITUATON
S. re POLE ANCNCRS ARE PRESENT.ALTER LAYOUT TO Al.I.W TRUCK ACCESS TO RICHERRICHERLOCATION.t:Rr'-'41771:nrer,r„:...,.cr„.=••••=7...11 LT•=,..4 r•••r•••1'..."'Ir.--1...---a......;..:::,4 D. MAPS MAY NEED TO BE STACKED TO PROVIDE ADEQUATE SUPPORT.
1.16.0 AS 56.1.0 6 ISE 00MMELME 0.16 ON 6E1 PL.•MN 60SE 9•EL 6 MM.AT 1141 PRE.S.FOR...C. II. CREW PREFERENCE WILL DICTATE wHICII WOE OF STRUCTURE MATS ARE PACED.
L.,,,„,„,,,.,„,,•,,,,...„L,,,...„.,.3.,„,,,„„,,,,,..n.,, ,,,,,..,,,,,,co.,..,,,,..../,,,,,,,,u,,,,,.o......,,,,,,,, 5. OM..ADDITIONAL CROWN AND SEDIMENT CONTROL MEASURES AS NEEDED TO PREVENT SEDIMENT FROM
CV.AA NAM,.W.A.1..1.19 51.MT•••..11..01 ID SMIET No 6116110EC NOr.6 1....rcor,iarl.•Cm mat..COM.MEC LEAVING THE WE.
TEL TM OS CM.....•4601 MS MM..COE
I IL EMI SIR O Md..RIKEI.1 MP..POS.0661......TOME POE..timixma 1606 1191614.KM.MC ELM M..MO
.91.1.9121•NOT Annum
FINTER1.000.1511,131411.5•60.04.0WEINTS
Maa1A111 - II" \
Well.,..0•AC.•' A,
..
.. ....
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Ay.....• imumem .rendiesie more
. \ • ,,,,,,,,••••••••• rea. rimiest swarm ,. irsismi ewer
L
esiss........ •irmss
;
____
e•
:= . MEE 2O PROM WO1V0 MOE OR i
TO WPC SEMI..AMA SUFFER
pppp,,
- ilTaFFT7T.:17.773.-:;•='""Te.e.......F.T.X.t..==...ri==
' 1:.•/'7 L"=";..4.7=====7.6======1::;=T ET TO MEE -..
PUMP SECURE,
TRISPIMED mr...,==..........r.. •......ER momomm um.
INSTALLER...ME 1.11..............7.6
• cum..61......................... L EL,L,0,,,..‘,„.4,„A 9,„pump„pot ppLA46,„L.6,,,,,,,,
11111111.51110 IMAM COMM..MT M.1.1.11011
' :TATr.V.L.7=TEL=4.7.6.39=1......r."••=.41.0.1.... L. POEM 1.6666.PIM A 1.116.1 OF 5f/.NODE DEMETER.]ISA0 MO MOIRE W.•ROPE
I REPLACE 08.1161.1...MO FULL OF 61061•66 OR WITM T.MM..MS REDUCED ISM
' LE're nr;:.•roTrwrortrenteci*:"rorm="14••••••EmEna. T.R.... ...R ME COW RATE Of T.PUMP DISCITERM TO AN 11.11.1.9.04.6r.
...........
...-
=....7.. .. 1. ROME,.CMPOLIE Of AMMUUTED SECOMENT AVM FROM VOTEMMOS0.1 EMEROMEXTALLE
.7.3.4====.7..i."==... aBnIONEARFA6 621.OPEN COPETERM MOT.ROMVEMOTEMATED SELMER,60.01.OF
BM Er AN APPROPRIATE RECYCLING..SOLO MARE FACIE..4 m
DEWATERING SILT BAG .6606
m..=„ ....; 4°.,,,,
....=-........7:r.'"=";•":•Sa...."="17.••,• 4..,MCE.y. , Z:7',.;177.:'"'
Nooses ; i ii.t i;s:'
, 4,•„==.1i1V"'
• grA. i.:.:.-.7.1"...ra. L.• 41Wi
'''. 5551 ,'.. • '. RIVER RD.MOTT CREEK PROJECT
- NtitiS . Dewberry' 4.5DUU
Dewbeny Engineers Int. gt,,D
ENERGY. REGEIV MEW
a•o rm."K.. CONTROL DETALS
SIPS III
RALE.... PROGRESS
•
... •••••••.•
0 MX9530060 06.10.2021 FOR CONSTRUCTION TRB PAX EBS f. 06.1.1.
p........„ Ill(I,IIISII.,5,1,1,
Mt.x C 2.7.101
REV FILE NO. DATE REVISION DRAWN CHECKED APPROVED_ 0.......SOT.. TROMP(NO(OTC 5.4-6062 ''''0 I mx94aooe11.t•!.-",,OF
AN 1 b
LM1NGTON, N
nr_ttei WI

10 . 0..J,''..4"7 Tri..........
•
WATREs
IVINFTRIC NEW EinTaii=
111111111111 RE-!"
1 • w xo ILs
If IIIME Nw4df s•¢
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asnABES AREA ..
loom,,r.� 11141.4-r..
r
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iAd1T= SEE NSET A
f Y DOUBIE Row WATRE SPACING
1 7 WATTLES NTS
RIVER RD.MOTT CREEK PROJECT
•
SLLp �� nt In ��ENERGY. EROSION AND SEDIMENT
*klPiE`e ROe PROGRESS coNrRoLDEraEs
niln r MO WYCLI,
0 MX O 08DATE 1 RE CONSTRUCTION RA ECK EBB 411 rrs•ue smssr
REV FILE NO. DATE REVI ON DRAM CHECKED APPROVED o...•rean No 501n•e .....e.....,.... ........1A U semis-zow D °"�`MX9530068 1 M12 OF

•
Check
r Date Deposited Check From(Name) Name of Prmk Holler Vendor ,Check number, amount Permit Number/Comments _ Receipt or Refund/Reallocated s
Column3 Column3 Column/ Column5 Column' Column? Column8 Column)?
2 Land to Sea Construction,LLC Joseph Ballard 'First Citizens Bank 564 $ 400.00 GP#85589D JD rct.16561
221 Land to Sea Construction,LLC Caroline Rudolph First Citizens Bank 565 $ 400.00 GP#85588D JD rct.16562
2 Terracon Duke Energy lBank of America 229269 $ 400.00 GP#85498D BH rct.15999
2 I10822 $ 200.00 GP#85558D JD rct.16560 Allied Marine Contractors,LLC Blanchard&Wells First Citizens Bank AW rct.14882
2 William Robert Taylor Ill same South State Bank 9025 $ 200.00 GP#85590D
22 Tongue&Groove,LLC Bob Fleury Suntrust Bank 13492 $ 600.00 GP#85402D BH rot.16258
2 Grice Construction Ed Read Truist 10864 $ 400.00 GP#85451 D PA rct.16543
22 Thomas Garcia same Delta Community CU 2278 $ 400.00 GP#85449D PA rct.16501
22 Cohen Construction,Inc.(1 of 2) Robert Cohen Uwharrie Bank 21698 $ 100.00 GP#85452D PA rct.15673
22 Cohen Construction,Inc.(2 of 2) Robert Cohen Uwharrie Bank 21618 $ 100.00 GP#85452D PA rct.15673
22 South Cape Maritime,LLC (Terry Wyckoff Wells Fargo I 1146 $ 200.00 GP#85404D BH rct.16259

'` APPROXIMATESIZE=1cr,"4 DEEP; r . '-r-
INSTALL WATTLES AROUND BORE PIT„Jr; B BORE PI7(LOCAT ON APPROXIMATE) * % �.'
., ..rk s >.r. _ ^.r: A sr-....: \ ... ". Zs �, APPROXIMATE SIZE 10.44N4'DEEP,0. m&.i ae�k
fA '' " /' \ ! *�' y�PP INSTALL WATTLES AROUND BORE PIT 8 START OF PART 2 CONSTRUCTION -
"1 4 BORE PIT(LOCATION APPROXIMATE) \ ,\ _ , T' a'3T ,,.J6 r. .. •�•+ .r (UNDERGROUND DISTRIBUTION LINE
13 • 1 APPROXIMATE SIZE=AROUND
B'DEEP; 1 f(.y7 \ lap
^"^.INSTALL WATTLES AROUND BORE PIT t , - . 1 ')� '—** =4* CONSTRUCTION TO SANDERS RD.
s ". t,', m. ..'" _ _ AND OVERHEAD
' �,.. *` "T - � CONSTRUCTI FDROMI5ANDERS RD
/ ',� � + - _— F \_ BUTION LINE
TO WATAUGA RD)
/ I O .� "."7" _ I*DO, i+YO f RNERNG ON
' x„}s` r \ ' ...� ; -* \ 4.. • SUBSTATION
_ \ _ I M. CAROLINA POWER&LIGHT CO
I
_� s-—_�_ BORE PIT(LOCATION APPROXIMATE) — \ _ 5785 RIVER RD
' ®' '_— — APPROXIMATE SIZE=`O44'DEEP; _= J \ — S LOa\�� 1\\ INSTALLWATTLESAROUNDBOREPIT ///� 1 \\ 1END OF PART 1 CONSTRUCTION / �, 1 - •.. N/ (UNDERGROUND DISTRIBUON UNE \ L ! I (^ 7 —-— \ N• / INSTATION FROM EDGERTON ✓ ~ -, -, / Z -�\ X \` DRIVE TO POLEIKTE36) ^� ,, \41 ��\\���y�� _ �i ��-- \\\ • �• qk..-- %
/® / , _�� . 5 / ----�� v yV -- ��''-\
VIEWPORT 5A
�... _ - 1 .41!.-- r""/
I'','.. 04 R-6',,' '-- Aim_
r CAPE FEAR PUBLIC UTILITY w G 0 o O O
Q O i I
w O O 5805 R VMER RD VILLAGE AT MOTTS LANDING HOA ,g ow x w O 2 o
\\\\
3g, .•at ... D ; oN „5 3 fig,ait m u� --+�0_
>5�, �, ON Q> .> ; 5 �T
6,
r.
, A .-1 --. !" mR wn x zn aN .T o�r! `� 1
-
'a It
TR -zgi Q�f ' xn 2,ill / ,
o. �� RIVERRD(R157 __ 1 2 ! Oy FS 4p' f1 *1
l ': I' C T � S 100" -"� 1 ,D / -yam i
C�
5 w
3 `
® ® \ ; .
BORE PIT(LOCATION APPROXIMATE) '
, APPROXIMATE SIZE= 0'x4'x4'DEEP /9 A rr
Isv'� INSTALL WATTLES AROUND BORE PIT F `6
' Tx .,
v H
AFTEW PROPERTIES LLC �`� �Q
�O 5820 RIVER RD s` \X t
* h� ` WILLIAMS DONALD LULA a2�� G
c -5822 RIVER RD W :i� "V1
fi
VT ANSMIS CREEK[, -GAROLINA LEACH f
V TRANSMISSION L'NE c
VIEWPORT 5B
NOTES:
TURBANCE Lao LOU LOU sims 1. ALL SITE ACCESS AND CONSTRUCTION PADS THROUGH WETLANDS OR OVER STREAMS SHALL BE VIA COMMERCIALLY-MADE COMPOSITE OR HEAVY DUTY I.
TMBERPCRANE"MATS OR DEP APPROVED LOW GROUND PRESSURE TRACK VEHICLES.LATTICE AND TWO-PLAY MATTING SHALL NOT BE USED IN 0
JURISDICTIONAL WETLANDS.STREAMS OR BUFFERS.THERE SHALL BE NO GRADING WITHIN WETLAND AREAS.SEE DETAIL SHEET FOR MATTING AND UJ
RK AREA PAD CROSSING DETAILS. _,
2. WETLAND WORK PADS AND WATTLES ARE NOT SHOWN TO SCALE.REFER TO DETAIL. 0
3. WATTLES ARE SHOWN FOR GRAPHICAL DEPICTION OF LOCATIONS.WATTLES ARE TO BE PLACED ON THE DOWNSLOPE SIDE OF THE LAND DISTURBANCES a
TO PREVENT SEDIMENT FROM LEAVING THE SITE AND ENTERING WETLANDS/STEAMS.ESTIMATES ARE MINIMUM NUMBER OF LINEAR FEET ANTICIPATED.
IRIBUTION POLE 0 SEE DETAIL SHEET.ADDITIONAL WATTLES SHALL BE UTILIZED AS NECESSARY TO KEEP SEDIMENT OUT OF WETLANDS/STREAMS AND WITHIN ROW UMITS. LLJ
LLI
4. ACCESS LOCATIONS WITHIN THE DISTRIBUTION LINE RIGHT-OF-WAY ARE APPROXIMATE.ACTUAL LOCATION MAY VARY BASED ON THE FEASIBIUTY AND
JTION POLE © WEATHER CONDITIONS.WHEN MATS ARE REQUIRED.1 ROW OF MATS MAY BE INSTALLED IN PARALLEL TO COVER THE 14'ACCESS ROAD WITHIN THE U
DISTRIBUTION LINE RIGHT-OF-WAY. p
IN POLES,EXISTING I /�/��q// ' 5. SEED SLOPES 3:1 OR FLATTER.SLOPES STEEPER THAN 31 SHALL BE MATTED. � 0
WSMISSION AND 1E •c,' CA qO'�p�2 6. LOW IMPACT/SENSITIVE CLEARING-LOW IMPACT SENSITIVE CLEARING SHALL COMPLY WITH THE SAME REQUIREMENTS AS"HAND CLEARING IN THE DEP _I CN ' 2
TRANSMISSION ROW CLEARING SPECIFICATIONS.LOW IMPACT/SENSITIVE CLEARING INVOLVES MACHINE CLEARING FROM MATS WITHIN 4"OF THE ` /� Q
J JOINT POLE E GROUND SURFACE.THERE WILL BE NO GRUBBING,GRADING,STUMPING,AND NOT DISTURBANCE TO ROOT MAT. O