NCDOT - Environmental Analysis Unit 74998D

OCAMA / DREDGE & FILL NO. 74998 A B C
GENERAL PERMIT Previous permit#
❑New []Modification [-]Complete Reissue ❑Partial Reissue Date previous permit issued
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
- ❑Rules attached.
Applicant Name ' .j Project Location: County
Address Street Address/ State Road/ Lot #(s'i
City State ZIP
Phone # O E-Mail
Authorized Agent -
CW
o €W o PTA
Affected
AEC(s):
ElUEA
❑ HHF ❑ IH
❑ PWS:
ORW:
yes / no
PNA yes / no
El ES ❑PTS
❑ UBA ❑ N/A
Subdivision
City ZIP_
Phone # ( ) River Basin
Adj. Wtr. Body
Closest Maj. Wtr. Body
(nat /man /unkn)
Type of Project/ Activity
-
(Scale: )
Pier (dock) length
Fixed Platform(s)
-' -
Floating Platform(s)
Finger pier(s) -
_
_
Groin length
number -
--
I
•.
-
-
Bulkhead/Ripaplength
avg distance offshore
--4,
i+
(I_:-'
-'--
max distance offshore
1
Basin, channel-
cubic yards
Boat ramp
-
-
Boathouse/ Boatli(t -
- -- -
Beach Bulldozing
Other
- Shoreline Length ., .- ._-. -_.-
SAM not sure yes !n9
Moratorium: n/a yes (io>
_ .+ x6LI 4AH _Cil I'T _
Photos: yes h9 — Waiver Attached: yes (no)
A building permit may be required by: ' • -
❑ See note on back regarding River Basin rules.
( Note Local Planning Jurisdiction)
Notes/ Special Conditions
Agent or Applicant Printed Name
PermitOfficer's Printed Name
Signature **Please read compliance statement on back of permit**
Application Fee(s) Check #
Signature
Issuing Date Expiration Date

Statement of Compliance and Consistency
This permit is subject to compliance with this application, site drawing and attached general and specific 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 [)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 or certified mail return receipt has been obtained from the adjacent riparian
landowner(s) .
The State of North Carolina and the Division of Coastal Management, in issuing this permit under the best available
information and belief, certifythat this project is consistentwith the North Carolina Coastal Management Program.
River Basin Rules Applicable To Your Project:
❑ Tar- Pamlico River Basin Buffer Rules ❑ Other:
❑ 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. Contact the Division of Water Resources at the Washington Regional Office (252-946-6481) or the
Wilmington Regional Office (910-796-7215) for more information on how to comply with these buffer rules.
Division of Coastal Management Offices
Morehead City Headquarters
400 Commerce Ave
Morehead City, NC 28557
252-808-2808/ 1-888-411COAST
Fax: [phone]
(Serves: Carteret, Craven, Onslow -
North of New River Inlet- and Pamlico
Counties)
Elizabeth City District
401 S. Griffin St.
Ste. 300
Elizabeth City, NC 27909
252-264-3901
Fax:[phone]
(Serves: Camden, Chowan, Currituck,
Dare, Gates, Pasquotank and Perquimans
Counties)
Washington District
943 Washington Square Mall
Washington, NC 27889
252-946-6481
Fax: [phone]
(Serves: Beaufort, Bertie, Hertford, Hyde,
Tyrrell and Washington Counties)
Wilmington District
127 Cardinal Drive Ext.
Wilmington, NC 28405-3845
910-796-7215
Fax:[phone]
(Serves: Brunswick, New Hanover,
Onslow - South of New River Inlet -
and Pender Counties)
http://portal.ncdenr.org/web/cm/dcm-home
Revised 7/06/17

No.
_ N'6AMA / C�REDGE & FI rev %499s A B C O
�GENERAL PER 1 Previous permit #
ew ❑Modification ❑Comp to issue []Partial Reissue Date previous permit issued
As authorized by the State of North Carolina, Department of Environmental Quality li —7H• i (tr o
and the Coastal Resources Commission in an area of environmental concern pursgant to I SA NCAC [6HCules attached.
�}yluj Ji" Vrntt yJ aK�YP/
y Project Location: County Ir
4pplicant Name Tr` 6= i i.� j
' j�qg' /�. Je v. t! C d Street Address/ State Road/ Lot #(s)
4ddress S�iB r Bfi®ye a' ,U1'%�{/Nel�?
City
Ws StateN L ZIP3�e�N�l amori�
Phone # (oil` ) 70 9000 E-Mail P hAyriIe, CCdai )i°v Subdivision
31 ZIP o
Phr1 r,� r jf,�rrrr,�1 ciri W/1r"1�� 1
Authorized Agent
River Basin
Affected ❑CW &CW FfTA DES ❑PTS Phone# (_ — r r nAl
❑ OEA ❑ HHF ❑ IH ❑ UBA ❑ WA Adj. Wtr. Body �' ��� Vunnkn
AEC(s): ❑ Pws. ° f r.. fi �� !-�— n
Closest Maj. Wtr. Body
ORW: yes / PNA /e / no
Type of Project/ Activity.
IA -
Pier (dock) length
.—.
Fixed Platform(s) —
—'
Floating Platform(s) —
L.
Finger pier(s)
Groin length
number —
~
Bulkhead/ Piprap length
I
avg distance offshore
max distance offshore_
Basin, channel
cubic yards
Boat ramp —
Boathouse/ Boadift
Beach Bulldozing
3a6.>
Other
Shoreline Length
SAV: notsure yes --
Moratorium: n/a yes
Photos: yes
Attached: es
U t+/ J el is jjf'l f
Waaiver y
A building permit may be required by:
( Note Local Planning Jurisdiction)
©•�A� „r�Ir _^ L
Notes/Special LLConditions 11 L
..AJ r' .rTrM_ IJA iAJ'r JI� 1N'' ..''v lz"l �.v�A
Gcw- I^si+.rlrW,\ A.: jj
Agent or Applicant Printed Name
Signature `Please read compliance statementoonnbackk oyff ermiit}**
��50.00 �✓af � �J �( Imo. r 1 .
Check#
o� r4b�M�.lt& Lela
(Scale: NIA
❑ See noteonback regarding River Basin rules.
._:,�r iY.II ✓,1L'T(-.n '7sT /�Ila' �c 1'1inr�a:1
D.'C 1,ce II )-brI A- JaYV ✓f 3/i�av,
.I'M
Acn LeAe
Permit Officer' rin ed Name
Signature ' ) ) /a',Z_ 1_0
Issuing �te �iif `J Expiration Date

f
:s
IIj
f

NC Division of Coastal Mgt. Application Computer Sheet, Page 3 of 4)
Applicant: C1�"�� iT
Date:
Describe below the HABITAT disturbances for the application. All values should match the name, and units of measurement
found in your Habitat code sheet.
Habitat Name
DISTURB TYPE
Choose One
TOTAL Sq. Ft.
(Applied for.
Disturbance total
includes any
anticipated
restoration or
temp impacts)
FINAL Sq. Ft.
(Anticipated final
disturbance.
Excludes any
restoration
and/or temp
im act amount)
TOTAL Feet
(Applied for.
Disturbance
total includes
any anticipated
restoration or
temp, impacts)
FINAL Feet
(Anticipated final
disturbance.
Excludes any
restoration and/or
temp impact
amount
Lo�7'f"a W✓�
Dredge &' Fill [Both Other ❑
Dredge ❑ Fill ❑ Both ❑ Other ❑
Dredge ❑ Fill ❑ Both ❑ Other ❑
Dredge ❑ Fill ❑ Both ❑ Other ❑
Dredge ❑ Fill ❑ Both ❑ Other ❑
Dredge ❑ Fill ❑ Both ❑ Other [I
Dredge ❑ Fill ❑ Both ❑ Other ❑
Dredge ❑ Fill ❑ Both ❑ Other ❑
Dredge ❑ Fill ❑ Both ❑ Other ❑
Dredge ❑ Fill ❑ Both ❑ Other ❑
Dredge ❑ Fill ❑ Both ❑ Other ❑
Dredge ❑ Fill ❑ Both ❑ Other ❑
Dredge ❑ Fill ❑ Both ❑ Other ❑
-
Dredge ❑ Fill ❑ Both ❑ Other ❑
Dredge ❑ Fill ❑ Both ❑ Other ❑
252-808-2808 :: 1.888.4RCOAST :: vvvvw nccoastalmanagement.net revised: 02/15/10

a
STATE OF NORTH CAROLINA
DEPARTMENT OF TRANSPORTATION
Roy COOPER
GOVERNOR
October 4, 2019
N.C. Department of Environmental Quality
Division of Coastal Management
400 Commerce Avenue
Morehead City, NC 28557
Attn: Mr. Stephen Lane
NCDOT Coordinator
Dear Sir:
JAMES H. TROGDON, III
SECRETARY
Subject: Application for a CAMA General Permit for installation of a submarine cable
associated with the Isabel Holmes Memorial Bridge Preservation project on US 74/NC
133 over the Northeast Cape Fear River, New Hanover County. Debit $400.00 from
WBS 15BPR.14.
Please find enclosed the North Carolina Division of Coastal Management Major Permit Forms (MP-1 and
MP-2) and plans for the above referenced project. The North Carolina Department of Transportation
(NCDOT), Division of Highways proposes to complete bridge preservation activities on the Isabel
Holmes drawbridge over the Northeast Cape Fear River on US 74/NC 133 in Wilmington, NC. These
activities include the replacement of a buried submarine cable that conveys power to the drawbridge
mechanism. All work will occur within NCDOT right-of-way (ROW) or previously acquired easements.
The Isabelle Holmes drawbridge conveys US 74/NC 133 over the Northeast Cape Fear River. An
underwater cable that works the drawbridge mechanism is being replaced. The contractor will complete
the work between the fenders by divers using a handheld vacuum device powered by a hydraulic pump
(mounted on a barge) to remove sediment, then captured in geotextile dewatering bags and disposed of
off -site. If site conditions allow, the contractor will attempt the suction method beneath the fenders. If
not, the contractor will jet beneath the fenders.
Composite armored cables (4) encased in HDPE pipe will be buried below the mudline. Total linear
footage of the cable based on the proposed alignment is approximately 300 ft. RECEIVED
This project was let to construction on February 19, 2019.
Regulatory Approvals
OCT 0 7 2019
DCM-MHD CITY
NCDOT requests that the proposed utility work associated with this project be authorized under a Coastal
Area Management Act General Permit. The adjacent riparian landowner return receipts will be provided
once they are received. Authorization to debit the $400 Permit Application Fee from WBS Element
15BPR.14 is hereby given.
Mailing Address: Telephone: [phone] Location.:
NC DEPARTwm OF TRANSPORTATION Fax: [phone] BIRCH RIDGE DRIVE
ENV IRoNMENT ANALYSIS UMT Ciatonter Service: 1-877-368-4968 RALEIGH NC 27610
1598 MAIL SERVICE CENTER
RALEIGHNC27699-1598 Website: www.nedo[gov

Section 404 and 401 permit approvals are also required for this work.
A copy of this permit application will be posted on the NCDOT Website at:
httos://afer.services.ncdot.gov/pdea/PerinApps/. Thank you for your assistance with this project. If you
have any questions or need additional information, please contact Gordon Cashin at [e-mail]
or [phone].
Sincerely,
Philip S. Harris III, P.E., C.P.M.
Environmental Analysis Unit Head
RECEIVED
ou 07 2019
DCM-MHD CITY

I . �� �"! ; I I I .... 1

DCM MP-1
APPLICATION for
Major Development Permit
(last revised 12/27/06)
North Carolina DIVISION OF COASTAL MANAGEMENT
1. Primary Applicant/ Landowner Information
Business Name
Project Name (if applicable)
North Carolina Department Of Transportation (NCDOT)
Isabel Holmes Memorial Bridge
Preservation (15BPR,14)
Applicant 1: First Name
MI
Last Name
Philip
S
Harris
Applicant 2: First Name
MI
Last Name
It additional applicants, please attach an additional page(s) with names listed.
Mailing Address
PO Box
City
State
1548 Mail Service Center
Raleigh
NC
ZIP
Country
Phone No.
FAX No.
276991548
USA
919-707-6000
ext.
919-212-5785
Street Address (if different from above)
City
State
ZIP
1000 Birch Ridge Dr.
Raleigh
NC
27610-4328
Email
[e-mail]
2. Agent/Contractor Information
Business Name
Agent/ Contractor 1: First Name
MI
Last Name
Agent/ Contractor 2: First Name
MI
Last Name
Mailing Address
PO Box
city
State
ZIP
Phone No. 1
-
- ext.
Phone No. 2
- - ext.
FAX No.
Contractor#
Street Address (if different from above)
City
State
ZIP
Email
<Form continues on back>
RECEIVED
OCT 0 7 2019
DCM-MHD CITY
252-808-2808 :: 1-888-4RCOAS7 :: www.necoastaimanagement.net

Form DCM MPA (Page 2 of 4)
APPLICATION for
Major Development Permit
3. Project Location
County (can be multiple)
Street Address
State Rd. #
New Hanover
Martin Luther King Jr. Parkway/US 74/NC 133
Subdivision Name
city
Stale
Zip
N/A
Wilmington
NC
-
Phone No.
Lot No.(s) (if many, attach additional page with list)
N/A - - ext.
N/A,
a. In which NC river basin is the project located?
b. Name of body of water nearest to proposed project
Cape Fear
Northeast Cape Fear River
c. Is the water body identified in (b) above, natural or manmade?
d. Name the closest major water body to the proposed project site.
®Natural ❑Manmade ❑Unknown
Northeast Cape Fear River
e. Is proposed work within city limits or planning jurisdiction?
f. If applicable, list the planning jurisdiction or city limit the proposed
❑Yes ®No
work falls within.
All work will be completed within NCDOT right-of-way or
easements
4.
Site Description
a.
Total length of shoreline on the tract (ft.)
b. Size of entire tract (sq.ft.)
Northeast Cape Fear River: 600 ft.
363,300 sq ft. (approximately 8.4 acres)
c.
Size of individual lot(s)
d. Approximate elevation of tract above NHW (normal high water) or
N/A, I
N WL (normal water level)
(If many lot sizes, please attach additional page with a list)
❑NHW or ❑NWL
e.
Vegetation on tract
Maintained grass, shrub -scrub, tidal marsh.
f.
Man-made features and uses now on tract
Transportation facility and right-of-way.
g.
Identify and describe the existing land uses adjacent to the proposed project site.
This section of US 74 is adjacent to residential, commercial, and industrial development associated with downtown
Wilmington.
h.
How does local government zone the tract?
I. Is the proposed project consistent with the applicable zoning?
All work will be completed within NCDOT right -of-
(Attach zoning compliance certificate, if applicable)
way/easements or attached to existing bridges.
❑Yes ONO ®NA
j.
Is the proposed activity part of an urban waterfront redevelopment proposal? ❑Yes ®No
k.
Hasa professional archaeological assessment been done for the tract? If yes, attach a copy. []Yes ®No ❑NA
If yes, by whom?
I.
Is the proposed project located in a National Registered Historic District or does it involve a ❑Yes ®No ❑NA
National Register listed or eligible property?
<Form continues on next page>
m. (1) Are there wetlands on
(ii) Are there coastal wetlands on the site?
®Yes ❑No
(iii) If yes to either (i) or (ii) above, has a delineation been conducted? ❑Yes ®No
(Attach documentation, if available)
252-808-2808 .. 1-888-4RCOAST .. www.nccoastalmanagement.AIQM-MHD CITY

Form DCM MP-1 (Page 3 of 4)
APPLICATION for
Major Development Permit
n. Describe existing wastewater treatment facilities.
None
o. Describe existing drinking water supply source.
None
p. Describe existing storm water management or treatment systems.
Various transportation -related storm water management facilites (grassed swales, bridge deck drainage systems, etc.)
5. Activities and Impacts
a. WII the project be for commercial, public, or private use? ❑Commercial RPubliclGovernment
❑Private/Community
b. Give a brief description of purpose, use, and daily operations of the project when complete.
The Isabelle Holmes drawbridge conveys US 74/NC 133 over the Northeast Cape Fear River; as part of a preservation
project, an underwater cable that works the drawbridge mechanism is being replaced. The use and daily operations of the
transportation facility will remain unchanged once the project is complete.
c. Describe the proposed construction methodology, types of construction equipment to be used during construction, the number of each type
of equipment and where it is to be stored.
Between the fenders, divers will use a handheld vacuum device powered by a barge mounted hydraulic pump to remove
sediment, then captured in geotextile dewatering bags and disposed of off -site. If site conditions allow, the contractor will
attempt the suction method beneath the fenders. If not, the contractor will jet beneath the fenders.
d. List all development activities you propose.
Installation of a submarine cable beneath the river bottom the existing bridge. Other maintenance/rehab activiites will occur
as well which are described in the attached scope of work.
e. Are the proposed activities maintenance of an existing project, new work, or both? Both
f. What is the approximate total disturbed land area resulting from the proposed project? 1,350 RSq.Ft or []Acres
g. Wit the proposed project
encroach on any public easement, public accessway or other area ❑Yes RNo DNA
that the public has established
use of?
h. Describe location and type of existing and proposed discharges to waters of the state.
All work will be completed within NCDOT right-of-way. Other than suction and/orjetting discussed above, no other
discharges to streams or wetlands are anticipated
i. WII wastewater or stonnwater be discharged into a wetland? ❑Yes RNo ❑NA
If yes, will this discharged water be of the same salinity as the receiving water? Dyes ❑No ❑NA
j. Is there any mitigation proposed? []Yes RNo ❑NA
If yes, attach a mitigation proposal.
<Form continues on back>
6. Additional Information
In addition to this completed application form, (MP-1) the following items below, if applicable, must be submitted in order for the application
package to be complete. Items (a) — (0 are always applicable to any major development application. Please consult the application
Instruction booklet on how to property prepare the required items below.
a. A project narrative.
b. An accurate, dated work plat (including plan view and cross -sectional drawings) drawn to scale. Please give the present status of the
proposed project. Is any portion already complete? If previously authorized work, clearly indicate on maps, plats, drawings to distinguish
between work completed and proposed.
c. A site or location map that is sufficiently detailed to guide agency personnel unfamiliar With the area to the site.
252-808-2808 .. 1-888-4RCOAST .. www.nccoastalmanagement.netOCT 072019
DCM-MH® CITY

Form DCM MP-1 (Page 4 of 4)
APPLICATION for
Major Development Permit
d. A copy of the deed (with state application only) or other instrument under which the applicant claims title to the affected properties.
e. The appropriate application fee. Check or money order made payable to DENR.
f. A list of the names and complete addresses of the adjacent waterfront (riparian) landowners and signed return receipts as proof that such
owners have received a copy of the application and plats by certified mail. Such landowners must be advised that they have 30 days in
which to submit comments on the proposed project to the Division of Coastal Management.
Name see attached letters
Phone No.
Address
Name
Phone No.
Address
Name
Phone No.
Address
g. A list of previous state or federal permits issued for work on the project tract. Include permit numbers, pernillee, and issuing dates.
h. Signed consultant or agent authorization form, if applicable.
I. Wetland delineation, if necessary.
j. A signed AEC hazard notice for projects in oceanfront and inlet areas. (Must be signed by property owner)
k. A statement of compliance with the N.C. Environmental Policy Act (N.C.G.S. 113A 1-10), if necessary. If the project involves expenditure
of public funds or use of public lands, attach a statement documenting compliance with the North Carolina Environmental Policy Act.
7. Certification and Permission to Enter on Land
I understand that any permit issued in response to this application will allow only the development described in the application.
The project will be subject to the conditions and restrictions contained in the permit.
I certify that I am authorized to grant, and do in fact grant permission to representatives of state and federal review agencies to
enter on the aforementioned lands in connection with evaluating information related to this permit application and follow-up
monitoring of the project.
I further certify that the information provided in this application is truthful to the best of my knowledge.
Date 0,Aviaer 4. a01 9 Print Name Nh' P S• Fla.rr�s � , P• E'., C•P•M-
Signature
IF
Please indicate application attachments pertaining to your proposed project. RECEIVED
®DCM MP-2 Excavation and Fill Information ❑DCM MP-5 Bridges and Culverts
❑DCM MP-3 Upland Development OCT 0 7 2019
❑DCM MP-4 Structures Information
DCM-MHD CITY
252-808-2808 :: 1.888-4RCOAST :: www.nccoastalmanagement.net

E
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� �� ': '
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f 7,1y9.
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Form DCM MP-2
EXCAVATION and FILL
(Except for bridges and culverts)
Attach this form to Joint Application for CAMA Major Permit, Form DCM MP-1. Be sure to complete all other sections of the Joint
Application that relate to this proposed project. Please include all supplemental information.
Describe below the purpose of proposed excavation and/or fill activities. All values should be given in feet.
Access
Other
Channel
(NLW or
Canal
Boat Basin
Boat Ramp
Rock Groin
Rock
Breakwater
(excluding
shoreline
NWL)
stabilization
Length
300' +/-
Width
6.5' +/- (avg.)
Avg. Existing
NA
NA
NA
Depth
3.5'+/- (avg.)
Final Project
F
NA
NA
below
Depth
ne
1. EXCAVATION
a. Amount of material to be excavated from below NHW or NWL in
cubic yards.
190 CY
c. (i) Does the area to be excavated include coastal wetlands/marsh
(CW), submerged aquatic vegetation (SAV), shell bottom (SB),
or other wetlands (WL)? If any boxes are checked, provide the
number of square feet affected.
❑CW ❑SAV ❑SB
❑WL NNone
(ii) Describe the purpose of the excavation in these areas:
Replacement of permanent submarine cable at existing bascule
bridge.
2. DISPOSAL OF EXCAVATED MATERIAL
a. Location of disposal area.
To be determined by Contractor.
c. (i) Do you claim title to disposal area?
❑Yes ❑No NNA
(ii) If no, attach a letter granting permission from the owner.
e. (i) Does the disposal area include any coastal wetlands/marsh
(CW), submerged aquatic vegetation (SAV), shell bottom (SB),
or other wetlands (WL)? If any boxes are checked, provide the
number of square feet affected.
❑CW ❑SAV ❑SB
❑WL NNone
(ii) Describe the purpose of disposal in these areas:
Removal of excavated material.
[]This section not applicable
b. Type of material to be excavated.
Existing river bottom material, silt/mud/muck
d. High -ground excavation in cubic yards.
NA
❑This section not applicable
b. Dimensions of disposal area.
To be determined by Contractor.
d. (i) Will a disposal area be available for future maintenance?
❑Yes [-]No NNA
(ii) If yes, where?
f. (i) Does the disposal include any area in the water?
[]Yes NNo ❑NA
(ii) If yes, how much water area is affected?
OCT 0 7 2019
DCM-MHU1 CITY
252-808-2808 :: 1.888-4RCOAST :: www.nccoastalmanagement.net revised: 12/26/06

Farm DCM MP-2 (Excavation and Fill, Page 2 of 2)
❑Bulkhead ❑Riprap ❑Breakwater/Sill ❑Other:
Width: _
c. Average distance waterward of NHW or NWL:
d. Maximum distance waterward of NHW or NWL:
e. Type of stabilization material:
f. (i) Has there been shoreline erosion during preceding 12
months?
[-]Yes ❑No DNA
(ii) If yes, state amount of erosion and source of erosion amount
information.
g. Number of square feet of fill to be placed below water level.
h. Type of fill material.
Bulkhead backfill Riprap _
Breakwater/Sill_ Other_
i. Source of fill material.
4. OTHER FILL ACTIVITIES
El This section not applicable
(Excluding Shoreline Stabilization)
a. (i) Will fill material be brought to the site? ®Yes ❑No El NA
b. (i) Will fill material be placed in coastal wetlands/marsh (CW),
If yes,
submerged aquatic vegetation (SAV), shell bottom (SB), or
other wetlands (WL)? If any boxes are checked, provide the
u Amount of material to be laced in the water 190 CY
() P
number of square feet affected.
(iii) Dimensions of fill area 3001 x 6.5'W x 3.5'Deeo (approx.)
❑CW ❑SAV ❑SB
(iv) Purpose of fill
❑WL ®None
Backfill over new permanent submarine cable at existing
(ii) Describe the purpose of the fill in these areas:
bascule bridge.
5. GENERAL
a. How will excavated or fill material be kept on site and erosion
b. What type of construction equipment will be used (e.g., dragline,
controlled?
backhoe, or hydraulic dredge)?
To be completed once method of excavation finalized.
To be determined by Contractor.
C. (i) Will navigational aids be required as a result of the project?
d. (i) Will wetlands be crossed in transporting equipment to project
®Yes ❑No ❑NA
site? ❑Yes ®No DNA
(it) If yes, explain what type and how they will be implemented.
(ii) If yes, explain steps that will be taken to avoid or minimize
Anticipate temporary barges or other water -based
environmental impacts.
excavation/backfilling equipment will have navigational lights or
_
aids as required by USCG.
&*&bee, K,.2olq
PWi-p S.K%rns,M,4E,cptA
Date
North Carolina Department of Transportation
DG/�rrv.-�
NCDOT Project No. 15BPR.14
Applicant Name ""`r v cu
Rehabilitation of Isabel Holmes Bascule Bridge and Fixed
Approach Spans
e ,, OCT U 7� g
Project Name
Applicant Signature
DCM-hAHD CITY
252-808-2808 :: 1-888.4RCOAST :: www.nccoastalmanagement.net revised: 12/26/06

a
STATE OF NORTH CAROLINA
DEPARTMENT OF TRANSPORTATION
ROY COOPER
GOVERNOR
October 4, 2019
Dear Landowner:
JAMES H. TROGDON, III
SECRETARY
The North Carolina Department of Transportation is planning additional maintenance activities for the
Isabel Holmes Memorial draw bridge that conveys US 74/NC 133 over the Northeast Cape Fear River in
New Hanover County. This project crosses an Area of Environmental Concern, as defined by the North
Carolina Division of Coastal Management (DCM), and must be approved by the DCM under provisions
of the Coastal Area Management Act (CAMA). One of the prerequisites to this approval is that adjacent
riparian landowners be given an opportunity to comment on the proposal. A vicinity map and site
drawings are enclosed for your review.
The attached form is submitted to ensure that you have an opportunity to comment on the proposal. The
work planned is depicted in the attached drawings. If you have no objections to the proposal, please
return the form with your response within 10 days to this office. If you do have objections to the project,
please forward your comments to:
Mr. Stephen Lane
N.C. Division of Coastal Management
400 Commerce Ave.
Morehead City, NC 28557
Thank you for your cooperation.
Sincerely,
Philip S. Harris III, P.E., C.P.M.
Environmental Analysis Unit Head
Enclosures
cc: Stephen Lane, NCDCM
RECEIVED
OCT 072019
DCM-MHD CITY
Mailing Address: Telephone.' [phone] Location:
NC DEPART➢IENT OF TRANSPORTATION Fax: [phone] BIRCH FUDGE DRIvE
ENVIRONA wANALYSIS UNIT Customer Service: 1-877-368-4968 RALEIGH NC 27610
1598 MAIL SERVICE CENTER Website: W .ncdot.gov
RALEIGH NC 27699-1598

ADJACENT RIPARIAN LANDOWNER STATEMENT
(Updates to the Isabel Holmes Memorial Draw Bridge New Hanover County)
NCDOT Project 15BPR.14
General Statutes and Division of Coastal Management Major Development Permit approval procedures
require that riparian landowners with property adjoining a proposed development in an Area of
Environmental Concern (AEC) be given ten (10) days in which to comment on the proposed development.
This form allows the adjacent riparian landowner to express either: (1) that he objects to the project; or, (2)
that he does not object and desires to waive his/her right to the 10-day period so that the processing of the
application can progress more rapidly. Of course, the adjacent riparian landowner need not sign this form
at all if he/she so chooses.
I, , am an adjacent riparian property owner and am aware of the North
Carolina Department of Transportation's plans perform maintenance associated with the Isabel Holmes
Memorial draw bridge in New Hanover County. I am further aware that this work will occur in one or
more Areas of Environmental Concern and therefore will require authorization from the Division of Coastal
Management in accordance with the Coastal Area Management Act (LAMA).
I have no objection to the project as presently proposed and hereby waive that right of
objection as provided in General Statute 113-229
I have objections to the project as presently proposed and my comments are attached
Signature of Adjacent Riparian Landowner Date
Phone Number with Area Code
RECEIVED
OCT 0 7 2019
DCM-MHD CITY

Lane, Stephen
From: Rivenbark, Chris
Sent: Wednesday, November 20, 2019 10:40 AM
To: Lane, Stephen; Shaver, Brad E SAW ([e-mail]); Steenhuis, Joanne
Cc: Cashin, Gordon E; Herndon, T. Mason
Subject: RE: Isabel Holmes Bridge Submarine Cable Installation
Attachments: NMFS Concurrence SERO-2019-00475 Isabel Holmes Bridge Cable
Installation_FINAL.pdf; manatee_guidelines.pdf;
sea turtle and smalltooth_sawfish_construction_conditions 3-23-06.pdf, 20191338
Isabel Holmes Oct 19.docx.pdf
Good morning Steven,
I spoke with the contractor today and they plan to stick with the previous method (diver in water), though they may add
a camera in addition to the diver.
The contractor has agreed to follow requirements in the attached documents. The 401 is attached as well.
Please let us know if you need anything else.
NCDOT- Environmental Analysis Unit
[phone]
From: Lane, Stephen <[e-mail]>
Sent: Tuesday, November 19, 2019 10:08 AM
To: Rivenbark, Chris <[e-mail]>; Shaver, Brad E SAW ([e-mail])
<[e-mail]>; Steenhuis, Joanne <[e-mail]>
Cc: Cashin, Gordon E <[e-mail]>; Herndon, T. Mason <[e-mail]>
Subject: RE: Isabel Holmes Bridge Submarine Cable Installation
Hi Chris,
Thank you for the updated information. DCM has solicited and received comments from DMF and WRC, and in
consideration of these comments, DCM would not have objections to the revised methodology. Could you please send
me an email confirming which methodology would be utilized and a list of other environmental commitments DOT has
made in conjunction with the work. Once I have received that, I should be able to get the GP to you in short order.
Thanks,
Stephen
From: Rivenbark, Chris <[e-mail]>
Sent: Friday, November 08, 2019 7:27 AM
To: Shaver, Brad E SAW ([e-mail]) <Brad E [e-mail]>; Steenhuis, Joanne
<[e-mail]>; Lane, Stephen <stephen.lane ncdenr.gov>
Cc: Cashin, Gordon E <[e-mail]>; Herndon, T. Mason <[e-mail]>
Subject: Isabel Holmes Bridge Submarine Cable Installation
Good morning folks,

The contractor is looking at using another sub for the submarine cable install and they want to modify the method of
installation slightly. We don't think it changes the intent at all, but we wanted to confirm with you.
The original plan was to use a diver held suction rig to lift material from the river bottom into the spoil storage on the
barge. The sub is proposing to use support from a crane that allows the suction tube to be guided from the surface
rather than divers but the system would still take all spoils onto a barge. This would have no additional impacts and
sounds safer in my opinion.
Can you let us know if this would be allowed and if so, do you need any additional information from us?
Thank you,
Chris Rivenbark
Environmental Analysis Unit
North Carolina Department of Transportation
919 707 6152 office
criven bark(c)ncdot. gov
1598 Mail Service Center
Raleigh, NC 27699-1598
1000 Birch Ridge Drive
Email correspondence to and from this sender is subject to the N.C. Public Records Law and may be disclosed to third parties.

Lane, Stephen
From:
Lane, Stephen
Sent:
Tuesday, November 19, 2019 10:08 AM
To:
Rivenbark, Chris; Shaver, Brad E SAW ([e-mail]); Steenhuis, Joanne
Cc:
Cashin, Gordon E; Herndon, T. Mason
Subject:
RE: Isabel Holmes Bridge Submarine Cable Installation
Hi Chris,
Thank you for the updated information. DCM has solicited and received comments from DMF and WRC, and in
consideration of these comments, DCM would not have objections to the revised methodology. Could you please senc
me an email confirming which methodology would be utilized and a list of other environmental commitments DOT has
made in conjunction with the work. Once I have received that, I should be able to get the GP to you in short order.
Thanks,
Stephen
From: Rivenbark, Chris <[e-mail]>
Sent: Friday, November 08, 2019 7:27 AM
To: Shaver, Brad E SAW (Brad. E.Shaver@ usace.army.mil) <[e-mail]>; Steenhuis, Joanne
<[e-mail]>; Lane, Stephen <[e-mail]>
Cc: Cashin, Gordon E <[e-mail]>; Herndon, T. Mason <[e-mail]>
Subject: Isabel Holmes Bridge Submarine Cable Installation
Good morning folks,
The contractor is looking at using another sub for the submarine cable install and they want to modify the method of
installation slightly. We don't think it changes the intent at all, but we wanted to confirm with you.
The original plan was to use a diver held suction rig to lift material from the river bottom into the spoil storage on the
barge. The sub is proposing to use support from a crane that allows the suction tube to be guided from the surface
rather than divers but the system would still take all spoils onto a barge. This would have no additional impacts and
sounds safer in my opinion.
Can you let us know if this would be allowed and if so, do you need any additional information from us?
Thank you,
Chris Rivenbark
Environmental Analysis Unit
North Carolina Department of Transportation
919 707 6152 office
crivenbark cDncdot.aov
1598 Mail Service Center
Raleigh, NC 27699-1598
1000 Birch Ridge Drive
Raleigh, NC 27610

Lane, Stephen
From: Weychert, Curtis R
Sent: Monday, November 18, 2019 2:23 PM
To: Lane, Stephen; Wilson, Travis W.
Subject: RE: Isabel Holmes Bridge Submarine Cable Installation
No comment about the proposed changes.
From: Lane, Stephen <[e-mail]>
Sent: Friday, November 08, 2019 10:26 AM
To: Weychert, Curtis R <[e-mail]>; Wilson, Travis W. <[e-mail]>
Subject: FW: Isabel Holmes Bridge Submarine Cable Installation
Could you please review this and let me know if you have any concerns? Please feel free to give me a call if you would
like to discuss further or have any suggestions.
Thanks,
Stephen
From: Rivenbark, Chris <[e-mail]>
Sent: Friday, November 08, 2019 7:27 AM
To: Shaver, Brad E SAW ([e-mail][)<Brad.E.ShaverCilusace.armv.mil>; Steenhuis, Joanne
<[e-mail]>; Lane, Stephen <[e-mail]>
Cc: Cashin, Gordon E <[e-mail]>; Herndon, T. Mason <[e-mail]>
Subject: Isabel Holmes Bridge Submarine Cable Installation
Good morning folks,
The contractor is looking at using another sub for the submarine cable install and they want to modify the method of
installation slightly. We don't think it changes the intent at all, but we wanted to confirm with you.
The original plan was to use a diver held suction rig to lift material from the river bottom into the spoil storage on the
barge. The sub is proposing to use support from a crane that allows the suction tube to be guided from the surface
rather than divers but the system would still take all spoils onto a barge. This would have no additional impacts and
sounds safer in my opinion.
Can you let us know if this would be allowed and if so, do you need any additional information from us?
Thank you,
Chris Rivenbark
Environmental Analysis Unit
North Carolina Department of Transportation
919 707 6152 office
criven barkancdot.gov
1598 Mail Service Center

Lane, Stephen
From: Wilson, Travis W.
Sent: Thursday, November 14, 2019 3:04 PM
To: Lane, Stephen
Subject: RE: Isabel Holmes Bridge Submarine Cable Installation
I have no issues with the proposed change
From: Lane, Stephen <[e-mail]>
Sent: Friday, November 08, 2019 10:26 AM
To: Weychert, Curtis R <[e-mail]>; Wilson, Travis W. <[e-mail]>
Subject: FW: Isabel Holmes Bridge Submarine Cable Installation
Could you please review this and let me know if you have any concerns? Please feel free to give me a call if you would
like to discuss further or have any suggestions.
Thanks,
Stephen
From: Rivenbark, Chris <[e-mail]>
Sent: Friday, November 08, 2019 7:27 AM
To: Shaver, Brad E SAW ([e-mail]) <[e-mail]. mII>; Steenhuis, Joanne
<[e-mail]>; Lane, Stephen <[e-mail]>
Cc: Cashin, Gordon E <gcashin(@ncdot.gov>; Herndon, T. Mason <[e-mail]>
Subject: Isabel Holmes Bridge Submarine Cable Installation
Good morning folks,
The contractor is looking at using another sub for the submarine cable install and they want to modify the method of
installation slightly. We don't think it changes the intent at all, but we wanted to confirm with you.
The original plan was to use a diver held suction rig to lift material from the river bottom into the spoil storage on the
barge. The sub is proposing to use support from a crane that allows the suction tube to be guided from the surface
rather than divers but the system would still take all spoils onto a barge. This would have no additional impacts and
sounds safer in my opinion.
Can you let us know if this would be allowed and if so, do you need any additional information from us?
Thank you,
Chris Rivenbark
Environmental Analysis Unit
North Carolina Department of Transportation
919 707 6152 office
c riv e n ba rk(cD n cd ot. a ov
1598 Mail Service Center

Lane, Stephen
From: Lane, Stephen
Sent: Monday, October 07, 2019 4:14 PM
To: Weychert, Curtis R
Subject: RE: [External] FW: [Non-DoD Source] SERO-2019-00475 Isabel Holmes Bridge Cable
Installation
I will plan to move forward with the GP for this project. Thanks for reviewing this for me and your input
Stephen
-----Original Message -----
From: Weychert, Curtis R <[e-mail]>
Sent: Tuesday, October 01, 2019 8:50 AM
To: Lane, Stephen <[e-mail]>
Subject: RE: [External] FW: [Non-DoD Source] SERO-2019-00475 Isabel Holmes Bridge Cable Installation
Stephen, after reviewing the documentation, I have no overwhelming concerns. They are making all efforts to reduce
turbidity in the removal and with the fill material. I will defer to NOAA protected resources about specific concerns with
sturgeon. I do not see this project as having a significant adverse impact on fish habitat.
-----Original Message -----
From: Lane, Stephen <[e-mail]>
Sent: Friday, September 27, 2019 5:01 PM
To: Weychert, Curtis R <[e-mail]>
Subject: FW: [External] FW: [Non-DoD Source] SERO-2019-00475 Isabel Holmes Bridge Cable Installation
Additional info. on Isabel Holmes project. Give me a call on my cell phone at 252-617-3191 on this when you have had
time to look it over so we can discuss.
Thanks,
Stephen
-----Original Message -----
From: Rivenbark, Chris <[e-mail]>
Sent: Friday, September 27, 2019 9:44 AM
To: Lane, Stephen <[e-mail]>
Subject: FW: [External] FW: [Non-DoD Source] SERO-2019-00475 Isabel Holmes Bridge Cable Installation
This is the concurrence from NOAA
Chris Rivenbark
NCDOT- Environmental Analysis Unit
[phone]
-----Original Message -----
From: Shaver, Brad E CIV USARMY CESAW (USA) <[e-mail]>
Sent: Thursday, September 19, 2019 8:29 AM

To: Herndon, T. Mason <[e-mail]>; Rivenbark, Chris <[e-mail]>
Subject: [External] FW: [Non-DoD Source] SERO-2019-00475 Isabel Holmes Bridge Cable Installation
CAUTION: External email. Do not click links or open attachments unless you verify. Send all suspicious email as an
attachment to [e-mail]<mailto:[e-mail]>
FYI
-----Original Message -----
From: Shelby Creager - NOAA Affiliate [mailto:[e-mail]]
Sent: Wednesday, September 18, 2019 3:22 PM
To: Shaver, Brad E CIV USARMY CESAW (USA) <[e-mail]>
Cc: Karla Reece - NOAA Federal <[e-mail]>; Teletha Mincey - NOAA Federal <[e-mail]>
Subject: [Non-DoD Source] SERO-2019-00475 Isabel Holmes Bridge Cable Installation
Hi Brad,
Please see the attached signed letter for the subject consultation
Thank you,
Shelby
Shelby Creager
Endangered Species Biologist
Earth Resources Technology, Inc.
NOAA - National Marine Fisheries Service
Southeast Regional Office, Protected Resources Division
263 13th Ave South
St. Petersburg, FL 33701
[e-mail] <mailto:[e-mail]>
727-209-5951 (Office)
Email correspondence to and from this sender is subject to the N.C. Public Records Law and may be disclosed to third
parties.

DocuSign Lnvelope ID: DDE46506-13024M 1-856A-B854FF4BBAC9
ROY COOPER
earemor
MICHAEL S. REGAN
Srcrrmry
LINDA CULPEPPER
nlreciv
NORTH CAROLINA
Emironmentaf Quality
October 8, 2019
New Hanover County
NCDWR Project No. 20191338
Isabel Holmes Cable replacement
WEIS 15BPR.14
APPROVAL of 401 WATER QUALITY CERTIFICATION with ADDITIONAL CONDITIONS
Mr. Gordon Cashin
NCDOT
1000 Birch Ridge Drive
Raleigh, NC 276I0
Dear Mr. Cashin:
You have our approval, in accordance with the conditions listed below, for the following impacts for the purpose of
replacing of a buried submarine cable that will convey power to the drawbridge for the Isabel Holmes Memorial
Bridge in the Northeast Cape Fear River in New Hanover County:
Open Water Im pacts In the Cape Fear River Basin
Site
Permanent FIB in
Open Waters (ac)
Temporary Fill in
Open Waters (ac)
Total Fill in Open
Waters (ac)
Site 1 (Cable installation)
0.04
0.04
Total
0.04
0.04
Total Open Water Impact for 0.04 acres.
The project shall be constructed in accordance with your application dated received October 7, 2019. After
reviewing your application, we have decided that these impacts are covered by General Water Quality Certification
Number 4133. This certification corresponds to the Nationwide Permit 12 issued by the Corps of Engineers. In
addition, you should acquire any other federal, state or local permits before you proceed with your project including
(but not limited to) Sediment and Erosion Control, Non -Discharge and Water Supply Watershed regulations. This
approval will expire with the accompanying 404 permit.
This approval is valid solely for the purpose and design described in your application (unless modified below).
Should your project change, you must notify the NCDWR and submit a new application. If the property is sold, the
new owner must be given a copy of this Certification and approval letter and is thereby responsible for complying
with all the conditions. If total wetland fills for this project (now or in the future) exceed one acre, or of total
impacts to perennial streams (now or in the future) exceed 300 linear feet, compensatory mitigation may be required
as described in 15A NCAC 2H .0506 (h) (6) and (7). For this approval to remain valid, you must adhere to the
conditions listed in the attached certification and any additional conditions listed below.
(. Nwlh Cav+Fna Orpanmenl nl EnvuonmrnlalQwllty I VM%lwof Wotrr Rtvo,,cxs
WAminglon Rrglonal Office 1127Cardinal Orlve Extension I Wilmington. North Carolina 28405
''��!! 91079b.7215

DocuSign Envelope ID: DDE4B506-1302-4A11-856A-B854FF4BBAC9
r
Conditions of Certification:
Project Specific Condition
I. The NCDOT Division Environmental Officer or Environmental Assistant will conduct a pre -construction
meeting with all appropriate staff to ensure that the project supervisor and essential staff understand the
potential issues with stream and pipe alignment at the permitted site. NCDWR staff shall be invited to the
pre -construction meeting. [15A NCAC 02H.0506(b)(2) and (b)(3)
General Conditions
2. Unless otherwise approved in this certification, placement of culverts and other structures in open waters and
streams shall be placed below the elevation of the streambed by one foot for all culverts with a diameter
greater than 48 inches, and 20 percent of the culvert diameter for culverts having a diameter less than 48
inches, to allow low flow passage of water and aquatic life. Design and placement of culverts and other
structures including temporary erosion control measures shall not be conducted in a manner that may result
in dis-equilibrium of wetlands or streambeds or banks, adjacent to or upstream and downstream of the above
structures. The applicant is required to provide evidence that the equilibrium is being maintained if requested
in writing by NCDWR. If this condition is unable to be met due to bedrock or other limiting features
encountered during construction, please contact NCDWR for guidance on how to proceed and to determine
whether or not a permit modification will be required. [15A NCAC 02H.0506(b)(2)]
3. If concrete is used during construction, a dry work area shall be maintained to prevent direct contact
between curing concrete and stream water. Water that inadvertently contacts uncured concrete shall not
be discharged to surface waters due to the potential for elevated pH and possible aquatic life and fish kills.
[15A NCAC 02B.02001
4. During the construction of the project, no staging of equipment of any kind is permitted in waters of the
U.S. or protected riparian buffers. (I5A NCAC 02H.0506(b)(2)]
5. The dimension, pattern and profile of the stream above and below the crossing shall not be modified.
Disturbed floodplains and streams shall be restored to natural geomorphic conditions. [I5A NCAC
02H.0506(b)(2)]
6. The use of rip -rap above the Normal High Water Mark shall be minimized. Any rip -rap placed for stream
stabilization shall be placed in stream channels in such a manner that it does not impede aquatic life
passage. [15A NCAC 02H.0506(b)(2)]
7. The Permittee shall ensure that the final design drawings adhere to the permit and to the permit drawings
submitted for approval. [ i 5A NCAC 02H .0507(c) and 15A NCAC 02H .0506 (b)(2) and (c)(2)]
8. All work in or adjacent to stream waters shall be conducted in a dry work area. Approved BMP measures
from the most current version of NCDOT Construction and Maintenance Activities manual such as
sandbags, rock berms, cofferdams and other diversion structures shall be used to prevent excavation in
flowing water. [15A NCAC 02H.0506(b)(3) and (c)(3)]
9. Heavy equipment may be operated on a barge within the stream channels however; its usage shall minimize
sediment from entering the channel. [15A NCAC 02H.0506(b)(2) & (3)]
10. All mechanized equipment operated near surface waters must be regularly inspected and maintained to prevent
contamination of stream waters from fuels, lubricants, hydraulic fluids, or other toxic materials. [15A NCAC
02H.0506(b)(3)]
11. No rock, sand or other materials shall be dredged from the stream channel except where authorized by this
certification. [ 15A NCAC 02H.0506(b)(3)]

D6cusiiWf'nvelope ID: DDE4BSW1302-4Att-856A-B854FF4BBAC9
12. Discharging hydroseed mixtures and washing out hydroseeders and other equipment in or adjacent to surface
waters is prohibited. [I5A NCAC 02H.0506(b)(3)]
13. The permittee and its authorized agents shall conduct its activities in a manner consistent with State water
quality standards (including any requirements resulting from compliance with §303(d) of the Clean Water Act)
and any other appropriate requirements of State and Federal law. if the NCDWR determines that such standards
or laws are not being -met (including_the_failure -to.sustain . a. designated or_achie_vedAm) or that State or federal
law is being violated, or that further conditions are necessary to assure compliance, the NCDWR may reevaluate
and modify this certification. [15A NCAC 02B.0200]
14. All fill slopes located in jurisdictional wetlands shall be placed at slopes no flatter than 3:1, unless otherwise
authorized by this certification. [I5A NCAC 02H.0506(b)(2)]
15. A copy of this Water Quality Certification shall be maintained on the construction site at all times. In
addition, the Water Quality Certification and all subsequent modifications, if any, shall be maintained
with the Division Engineer and the on -site project manager. [15A NCAC 02H .0507(c) and 15A NCAC
02H .0506 (b)(2) and (c)(2)]
16. The outside buffer, wetland or water boundary located within the construction corridor approved by this
authorization shall be clearly marked by highly visible fencing prior to any land disturbing activities. Impacts
to areas within the fencing are prohibited unless otherwise authorized by this certification. [15A NCAC
02H.0501 and .0502]
17. The issuance of this certification does not exempt the Permittee from complying with any and all statutes,
rules, regulations, or ordinances that may be imposed by other government agencies (i.e. local, state, and
federal) having jurisdiction, including but not limited to applicable buffer rules, stormwater
management rules, soil erosion and sedimentation control requirements, etc.
IB. The Permittee shall report any violations of this certification to the Division of Water Resources within
24 hours of discovery. 115A NCAC 02B.0506(b)(2)]
19. Upon completion of the project (including any impacts at associated borrow or waste sites), the NCDOT
Division Engineer shall complete and return the enclosed "Certification of Completion Form" to notify the
NCDWR when all work included in the 401 Certification has been completed. [15A NCAC 02H.0502(f)]
20. Native riparian vegetation must be reestablished in the riparian areas within the construction limits of the project
by the end of the growing season following completion of construction. [I5A NCAC 02B.023 I (a)(6)]
21. There shall be no excavation from, or waste disposal into, jurisdictional wetlands or waters associated with this
permit without appropriate modification. Should waste or borrow sites, or access roads to waste or borrow
sites, be located in wetlands or streams, compensatory mitigation will be required since that is a direct impact
from road construction activities.[15A NCAC 02H.0506(b)(3) and (c)(3)]
22. Erosion and sediment control practices must be in full compliance with all specifications governing the proper
design, installation and operation and maintenance of such Best Management Practices in order to protect
surface waters standards [I5A NCAC 02H.0506(b)(3) and (c)(31):
a. The erosion and sediment control measures for the project must be designed, installed, operated,
and maintained in accordance with the most recent version of the North Carolina Sediment and
Erosion Control Planning and Design Manual.
b. The design, installation, operation, and maintenance of the sediment and erosion control measures
must be such that they equal, or exceed, the requirements specified in the most recent version of
the North Carolina Sediment and Erosion Control Manual. The devices shall be maintained on all
construction sites, borrow sites, and waste pile (spoil) projects, including contractor -owned or
leased borrow pits associated with the project.

DocuSign Envelope ID: DDE413506-13024M 1-856A-B854FF4BBAC9
c. For borrow pit sites, the erosion and sediment control measures must be designed, installed,
operated, and maintained in accordance with the most recent version of the North Carolina Surface
Mining Manual.
d. The reclamation measures and implementation must comply with the reclamation in accordance
with the requirements of the Sedimentation Pollution Control Act.
23. Sediment and erosion control measures shall not be placed in wetlands or waters unless otherwise approved
by this Certification. [ 15A NCAC 02H.0506(b)(3) and (c)(3)]
If you wish to contest any statement in the attached Certification you must file a petition for an administrative
hearing. You may obtain the petition form from the office of Administrative hearings. You must file the petition
with the office of Administrative Hearings within sixty (60) days of receipt of this notice. A petition is considered
filed when it is received in the office of Administrative Hearings during normal office hours. The Office of
Administrative Hearings accepts filings Monday through Friday between the hours of 8:OOam and S:OOpm, except
for official state holidays. The original and one (1) copy of the petition must be filed with the Office of
Administrative Hearings.
The petition may be faxed -provided the original and one copy of the document is received by the Office of
Administrative Hearings within five (5) business days following the faxed transmission.
The mailing address for the Office of Administrative Hearings is:
Office of Administrative Hearings
6714 Mail Service Center
Raleigh, NC 27699-6714
Telephone: [phone], Facsimile: [phone]
A copy of the petition must also be served on DEQ as follows:
Mr. Bill F. Lane, General Counsel
Department of Environmental Quality
I601 Mail Service Center
Raleigh, NC 27699-1601
This letter completes the review of the Division of Water Resources under Section 401 of the Clean Water Act. If you
have any questions, please contact Joanne Steenhuis at [phone] or [e-mail].
Sincerely,
EDowalpnad by:
9 11DCD0r
Linda Culpepper, Director
Division of Water Resources
Electronic copy only distribution:
Brad Shaver, US Army Corps of Engineers, Wilmington Field Office
Mason Hemdon, Division 3 Environmental Supervisor
Chris Rivenbark, NC Department of Transportation
Cathy Brittingham, NC Division of Coastal Management
Joanne Steenhuis, NC Division of Water Resources Wilmington Regional Office
File Copy

U.S. ARMY CORPS OF ENGINEERS
WILMINGTON DISTRICT
Action Id. SAW-2019-00085 County: New Hanover Count v U.S.G.S. Quad: Castle Havoc
GENERAL PERMIT (REGIONAL AND NATIONWIDE) VERIFICATION
Permittee: NCDOT
attn: Mr. Gordon Cashin
Address: 1000 Birch Ridee Road
Raleigh NC, 27610
Size (linear feet) 300 Nearest Town Wilmington
Nearest Waterway Northeast Cane Fear River River Basin Cave Fear
USGS HUC 03030007 Coordinates Latitude: 34.2518955039287
Longitude:-77.9505880731761
Location description: The oroiect is located between the fenders of the Isabel Holmes bridge and through the Cave Fear River,
New Hanover County,
Description of projects area and activity: This verification covers the installation of a 300 foot linear cable under the Cave Fear
River from fender to fender structure.
Applicable Law: ® Section 404 (Clean Water Act, 33 USC 1344)
® Section 10 (Rivers and Harbors Act, 33 USC 403)
Authorization: Regional General Permit Number and/or Nationwide Permit Number: NW 12
SEE ATTACHED RGP or NWP GENERAL, REGIONAL AND/OR SPECIAL CONDITIONS
Your work is authorized by the above referenced permit provided it is accomplished in strict accordance with the attached
conditions and your submitted application dated 10/4/2019 and attached permit drawings dated 9/19/2019. 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 permits 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 in 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 [phone] or Brad.E.ShaverAusace.armv.mil.
SHAVER.BRAD.E.1276 Digitally 519md by
SHAVER. BMD.E.1276 W 1756
Corps Regulatory Official: 601756 Data: 2B19A0.16B73M9-0 W Date: October 15, 2019
Expiration Date of Verification: March 18, 2022

SAW-2019-00085
A. Determination of Jurisdiction:
1. ® There are waters on the above described project area that may be subject to Section 404 of the Clean Water Act (CWA) (33
USC § 1344) and/or Section 10 of the Rivers and Harbors Act (RHA) (33 USC § 403). This preliminary determination is not an
appealable action under the Regulatory Program Administrative Appeal Process (Reference 33 CFR Part 331). However, you
may request an approved JD, which is an appealable action, by contacting the Corps district for further instruction. Please note,
if work is authorized by either a general or nationwide permit, and you wish to request an appeal of an approved JD, the appeal
must be received by the Corps and the appeal process concluded prior to the commencement of any work in waters of the United
States and prior to any work that could alter the hydrology of waters of the United States.
2. ❑ There are Navigable Waters of the United States within the above described project area subject to the permit requirements
of Section 10 of the Rivers and Harbors Act (RHA) (33 USC § 403) and Section 404 of the Clean Water Act (CWA) (33 USC §
1344). Unless there is a change in the law or our published regulations, this determination may be relied upon for a period not to
exceed five years from the date of this notification.
3. ❑ There are waters, including wetlands, within the above described project area that are subject to the permit requirements of
Section 404 of the Clean Water Act (CWA) (33 USC § 1344). Unless there is a change in the law or our published regulations,
this determination may be relied upon for a period not to exceed five years from the date of this notification.
4. ❑ A jurisdiction determination was not completed with this request. Therefore, this is not an appealable action. However, you
may request an approved JD, which is an appealable action, by contacting the Corps for further instruction.
5. ❑ The aquatic resources within the above described project area have been identified under a previous action. Please reference
the approved jurisdictional determination issued . Action ID: SAW-
B. Basis For Jurisdictional Determination: N/A. An Approved JD has not been completed.
C. Remarks: See attached special conditions.
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 our Customer Satisfaction Survey, located online at
http://corpsmapu.usace.army.mil/cm apex/PV=136:4:0.
Copy furnished:
NCDOT-Division 3 attn: Mr. Mason Herndon
NCDEO-DWR attn: Ms. Joanne Steenhuis

SAW-2019-00085
SPECIAL CONDITIONS
Isabel Holmes Bridge Preservation
State Project# 15BPR.14
1. All work must be performed in strict compliance with the application dated 10/4/2019 and
plan sheets 1-8 of 8 dated 9/19/2019 attached, which are authorized by this permit. Any
modification to the authorized permit plans must be approved by the USACE prior to
implementation.
2. Failure to institute and carry out the details of the following special conditions, below, will
result in a directive to cease all ongoing and permitted work within waters and/or wetlands
associated with the permitted project, or such other remedies and/or fines as the District Engineer
or his authorized representatives may seek.
3. The permittee will ensure that the construction design plans for this project do not deviate from
the authorized permit plans. Any deviation in the construction design plans will be brought to the
attention of the Corps of Engineers, Wilmington Regulatory Field Office prior to any active
construction in waters or wetlands.
4. The permittee shall require its contractors and/or agents to comply with the terms and
conditions of this permit in the construction and maintenance of this project, and shall provide
each of its contractors and/or agents associated with the construction or maintenance of this
project with a copy of this permit, and any authorized modifications. A copy of this permit
including the authorized plans referenced in Special Condition (1) and authorized modifications,
including all conditions, shall be available at the project site during construction and maintenance
of this project.
5. Except as authorized by this permit or any USACE approved modification to this permit, no
excavation, fill, or mechanized land -clearing activities shall take place at any time in the
construction or maintenance of this project, within waters or wetlands, or shall any activities take
place that cause the degradation of waters or wetlands. In addition, except as specified in the
plans attached to this permit, no excavation, fill or mechanized land -clearing activities shall take
place at any time in the construction or maintenance of this project, in such a manner as to impair
normal flows and circulation patterns within, into, or out of waters or wetlands or to reduce the
reach of waters or wetlands.
This permit does not authorize temporary placement or double handling of excavated or fill
material or construction equipment within waters or wetlands outside the permitted area.

6. This permit does not authorize the interference with any existing or proposed Federal project,
and the Permittee will not be entitled to compensation for damage or injury to the authorized
structure or work which may be caused from existing or future operations undertaken by the
United States in the public interest. No attempt will be made by the Permittee to prevent the full
and free use by the public of all navigable waters at or adjacent to the authorized work. Use of the
permitted activity must not interfere with the public's right to free navigation on all navigable
waters of the United States.
7. Upon conclusion of consultation with NOAA Marine Fisheries (NMFS), the applicant is
required to install the submarine cable between December 1 and January 31. Any work proposed
outside this restricted window will require coordination with the USACE and NOAA Marine
Fisheries.
S. Additionally, the applicant has agreed to adhere to NMFS's Sea Turtle and Smalltooth Sawfish
Construction Conditions and apply them to Atlantic sturgeon.
SHAVER.BRAD.E. Digitally signed by
5 HAVER.BRAD.E.1276601756
1276601756 Date: 2019.10,1607:39:54-04'00'
Brad Shaver

DadMNn Envelope ID: DDE4B506-1302-4A11-856A-B854FF4BBAC9
ROY COOPER
Cmmtor
MICHAEL S. REGAN
5"retary
LINDA CULPEPPER
Director
NORTH CAROLINA
Environmental Quality
October 8, 2019
New Hanover County
NCDWR Project No. 20191338
Isabel Holmes Cable replacement
WBS 15BPR.14
APPROVAL of 401 WATER QUALITY CERTIFICATION with ADDITIONAL CONDITIONS
Mr. Gordon Cashin
NCDOT
1000 Birch Ridge Drive
Raleigh, NC 27610
Dear Mr. Cashin:
You have our approval, in accordance with the conditions listed below, for the following impacts for the purpose of
replacing of a buried submarine cable that will convey power to the drawbridge for the Isabel Holmes Memorial
Bridge in the Northeast Cape Fear River in New Hanover County:
Open Water Im pacts in the Cape Fear River Basin
Site
Permanent Fill in
Open Waters (ac)
Temporary Fill in
Open Waters (ac)
Total Fill in Open
Waters (ac)
Site I (Cable installation)
0.04
0.04
Total
0.04
0.04
Total Open Water Impact for 0.04 acres.
The project shall be constructed in accordance with your application dated received October 7, 2019. After
reviewing your application, we have decided that these impacts are covered by General Water Quality Certification
Number 4133. This certification corresponds to the Nationwide Permit 12 issued by the Corps of Engineers. In
addition, you should acquire any other federal, state or local permits before you proceed with your project including
(but not limited to) Sediment and Erosion Control, Non -Discharge and Water Supply Watershed regulations. This
approval will expire with the accompanying 404 permit.
This approval is valid solely for the purpose and design described in your application (unless modified below).
Should your project change, you must notify the NCDWR and submit a new application. If the property is sold, the
new owner must be given a copy of this Certification and approval letter and is thereby responsible for complying
with all the conditions. If total wetland fills for this project (now or in the future) exceed one acre, or of total
impacts to perennial streams (now or in the future) exceed 300 linear feet, compensatory mitigation may be required
as described in 15A NCAC 2H .0506 (h) (6) and (7). For this approval to remain valid, you must adhere to the
conditions listed in the attached certification and any additional conditions listed below.
alina Deparinaof Environmenlal Quality! DnWon of Water Rrs aces
North Carolina
Wilmington Regional Office 1127 Cardinal Drive Extension I WIrnINton.Narlh CaroIIm28405
9107963215
l Q�

DocuSlgn Envelope ID: DDE48506-1302-4A11-856A-BB54FF48BAC9
Conditions of Certification:
Project Specific Condition
I. The NCDOT Division Environmental Officer or Environmental Assistant will conduct a pre -construction
meeting with all appropriate staff to ensure that the project supervisor and essential staff understand the
potential issues with stream and pipe alignment at the permitted site. NCDWR staff shall be invited to the
pre -construction meeting. [15A NCAC 02H.0506(b)(2) and (b)(3)
General Conditions
2. Unless otherwise approved in this certification, placement of culverts and other structures in open waters and
streams shall be placed below the elevation of the streambed by one foot for all culverts with a diameter
greater than 48 inches, and 20 percent of the culvert diameter for culverts having a diameter less than 48
inches, to allow low flow passage of water and aquatic life. Design and placement of culverts and other
structures including temporary erosion control measures shall not be conducted in a manner that may result
in dis-equilibrium of wetlands or streambeds or banks, adjacent to or upstream and downstream of the above
structures. The applicant is required to provide evidence that the equilibrium is being maintained if requested
in writing by NCDWR. If this condition is unable to be met due to bedrock or other limiting features
encountered during construction, please contact NCDWR for guidance on how to proceed and to determine
whether or not a permit modification will be required. [15A NCAC 02H.0506(b)(2)]
3. If concrete is used during construction, a dry work area shall be maintained to prevent direct contact
between curing concrete and stream water. Water that inadvertently contacts uncured concrete shall not
be discharged to surface waters due to the potential for elevated pH and possible aquatic life and fish kills.
[15A NCAC 02B.0200]
4. During the construction of the project, no staging of equipment of any kind is permitted in waters of the
U.S. or protected riparian buffers. [15A NCAC 02H.0506(b)(2)]
5. The dimension, pattern and profile of the stream above and below the crossing shall not be modified.
Disturbed floodplains and streams shall be restored to natural geomorphic conditions. [15A NCAC
02H.0506(b)(2)]
6. The use of rip -rap above the Normal High Water Mark shall be minimized. Any rip -rap placed for stream
stabilization shall be placed in stream channels in such a manner that it does not impede aquatic life
passage. [15A NCAC 02H.0506(b)(2)]
7. The Permittee shall ensure that the final design drawings adhere to the permit and to the permit drawings
submitted for approval. [15A NCAC 02H .0507(c) and 15A NCAC 02H .0506 (b)(2) and (c)(2)]
8. All work in or adjacent to stream waters shall be conducted in a dry work area. Approved BMP measures
from the most current version of NCDOT Construction and Maintenance Activities manual such as
sandbags, rock berms, cofferdams and other diversion structures shall be used to prevent excavation in
flowing water. [15A NCAC 02H.0506(b)(3) and (c)(3)]
9. Heavy equipment may be operated on a barge within the stream channels however; its usage shall minimize
sediment from entering the channel. [ 15A NCAC 02H.0506(b)(2) & (3)]
10. All mechanized equipment operated near surface waters must be regularly inspected and maintained to prevent
contamination of stream waters from fuels, lubricants, hydraulic fluids, or other toxic materials. [15A NCAC
02H.0506(b)(3)]
11. No rock, sand or other materials shall be dredged from the stream channel except where authorized by this
certification. [I5A NCAC 02H.0506(b)(3)]

D6o11Sign Envelope ID; DDE4B506-1302-4A11-856A-B854FF4BBAC9
12. Discharging hydroseed mixtures and washing out hydroseeders and other equipment in or adjacent to surface
waters is prohibited. [15A NCAC 02H.0506(b)(3)]
13. The permittee and its authorized agents shall conduct its activities in a manner consistent with State water
quality standards (including any requirements resulting from compliance with §303(d) of the Clean Water Act)
and any other appropriate requirements of State and Federal law. If the NCDWR determines that such standards
or laws are not being met (including the failure to sustain a designated or achieved use) or that State or federal
law is being violated, or that further conditions are necessary to assure compliance, the NCDWR may reevaluate
and modify this certification. [15A NCAC 02B.0200]
14. All fill slopes located in jurisdictional wetlands shall be placed at slopes no flatter than 3:1, unless otherwise
authorized by this certification. [I5A NCAC 02H.0506(b)(2)]
15. A copy of this Water Quality Certification shall be maintained on the construction site at all times. In
addition, the Water Quality Certification and all subsequent modifications, if any, shall be maintained
with the Division Engineer and the on -site project manager. [15A NCAC 02H .0507(c) and 15A NCAC
02H .0506 (b)(2) and (c)(2)]
16. The outside buffer, wetland or water boundary located within the construction corridor approved by this
authorization shall be clearly marked by highly visible fencing prior to any land disturbing activities. Impacts
to areas within the fencing are prohibited unless otherwise authorized by this certification. [15A NCAC
02H.0501 and.05021
17. The issuance of this certification does not exempt the Permittee from complying with any and all statutes,
rules, regulations, or ordinances that may be imposed by other government agencies (i.e. local, state, and
federal) having jurisdiction, including but not limited to applicable buffer rules, stormwater
management rules, soil erosion and sedimentation control requirements, etc.
18. The Permittee shall report any violations of this certification to the Division of Water Resources within
24 hours of discovery. 115A NCAC 02B.0506(b)(2)]
19. Upon completion of the project (including any impacts at associated borrow or waste sites), the NCDOT
Division Engineer shall complete and return the enclosed "Certification of Completion Form" to notify the
NCDWR when all work included in the 401 Certification has been completed. [I5A NCAC 02H.0502(f)]
20. Native riparian vegetation must be reestablished in the riparian areas within the construction limits of the project
by the end of the growing season following completion of construction. [I5A NCAC 0213.023l(a)(6)]
21. There shall be no excavation from, or waste disposal into, jurisdictional wetlands or waters associated with this
permit without appropriate modification. Should waste or borrow sites, or access roads to waste or borrow
sites, be located in wetlands or streams, compensatory mitigation will be required since that is a direct impact
from road construction activities.[15A NCAC 02H.0506(b)(3) and (c)(3)]
22. Erosion and sediment control practices must be in full compliance with all specifications governing the proper
design, installation and operation and maintenance of such Best Management Practices in order to protect
surface waters standards [ 15A NCAC 02H.0506(b)(3) and (c)(3]):
a. The erosion and sediment control measures for the project must be designed, installed, operated,
and maintained in accordance with the most recent version of the North Carolina Sediment and
Erosion Control Planning and Design Manual.
In. The design, installation, operation, and maintenance of the sediment and erosion control measures
must be such that they equal, or exceed, the requirements specified in the most recent version of
the North Carolina Sediment and Erosion Control Manual. The devices shall be maintained on all
construction sites, borrow sites, and waste pile (spoil) projects, including contractor -owned or
leased borrow pits associated with the project.

DocuSign Envelope ID: DDE4B506-1302-4A11-856A-B854FF4BBAC9
c. For borrow pit sites, the erosion and sediment control measures must be designed, installed,
operated, and maintained in accordance with the most recent version of the North Carolina Surface
Mining Manual.
d. The reclamation measures and implementation must comply with the reclamation in accordance
with the requirements of the Sedimentation Pollution Control Act.
23. Sediment and erosion control measures shall not be placed in wetlands or waters unless otherwise approved
by this Certification. [15A NCAC 02H.0506(b)(3) and (c)(3))
If you wish to contest any statement in the attached Certification you must file a petition for an administrative
hearing. You may obtain the petition form from the office of Administrative hearings. You must file the petition
with the office of Administrative Hearings within sixty (60) days of receipt of this notice. A petition is considered
filed when it is received in the office of Administrative Hearings during normal office hours. The Office of
Administrative Hearings accepts filings Monday through Friday between the hours of 8:00am and 5:OOpm, except
for official state holidays. The original and one (1) copy of the petition must be filed with the Office of
Administrative Hearings.
The petition may be faxed -provided the original and one copy of the document is received by the Office of
Administrative Hearings within five (5) business days following the faxed transmission.
The mailing address for the Office of Administrative Hearings is:
Office of Administrative Hearings
6714 Mail Service Center
Raleigh, NC 27699-6714
Telephone: [phone], Facsimile: [phone]
A copy of the petition must also be served on DEQ as follows:
Mr. Bill F. Lane, General Counsel
Department of Environmental Quality
1601 Mail Service Center
Raleigh, NC 27699-1601
This letter completes the review of the Division of Water Resources under Section 401 of the Clean Water Act. if you
have any questions, please contact Joanne Steenhuis at [phone] [e-mail].
Sincerely,
�eocuegnetl by:
12CCDd
Lima Culpepper, Director
Division of Water Resources
Electronic copy only distribution:
Brad Shaver, US Army Corps of Engineers, Wilmington Field Office
Mason Herndon, Division 3 Environmental Supervisor
Chris Rivenbark, NC Department of Transportation
Cathy Brittingham, NC Division of Coastal Management
Joanne Steenhuis, NC Division of Water Resources Wilmington Regional Office
File Copy

a
UNITED STATES DEPARTMENT OF COMMERCE
National Oceanic and Atmospheric Administration
NATIONAL MARINE FISHERIES SERVICE
r-•
Southeast Regional Office
263 1V Avenue South
St. Petersburg, Florida 33701-5505
�.rad
htti)s,/Mww.fisheries.noaa.gov/region/southeast
09/18/2019 F/SER3I:SBC
SERO-2019-00475
Brad Shaver
Wilmington Regulatory Field Office
U.S. Army Corps of Engineers
69 Darlington Ave.
Wilmington, North Carolina 28403
Philip S. Harris III, P.E., CPM, Unit Head
Environmental Analysis Unit
North Carolina Department of Transportation
1598 Mail Service Center
Raleigh, North Carolina 27699-1598
Dear Sirs:
This letter responds to your request for consultation with us, the National Marine Fisheries
Service (NMFS), pursuant to Section 7 of the Endangered Species Act (ESA) for the following
action.
Applicant(s)
ECO Number
Project Type(s)
North Carolina
SERO-2019-00475
Installation of a submarine cable in the Cape Fear
Department of
River
Transportation
Consultation History
We received your letter requesting consultation on April 29, 2019. We requested additional
information on June 5, 2019. We received a final response on August 29, 2019, and initiated
consultation that day.
Project Location
Address
Latitude/Longitude
Water body
Public Road (US 74/NC 133) including
34.251967°N, 77.950739°W
Cape Fear
bridge over the Northeast Cape Fear River
(North American Datum 1983)
River
in New Hanover County, North Carolina

Image of the project location and surrounding area ((D2015 Google)
Existing Site Conditions
The project area is located in the Northeast Cape Fear River, approximately 26.8 river miles
(rmi) from the Atlantic Ocean in Atlantic sturgeon critical habitat. Existing structures include a
submarine cable and bascule (drawbridge) bridge with an over -water bridge length of
approximately 840 feet (ft) and an over -water area of approximately 1.3 acres (ac) (54,000
square feet [ft2]). The width of the Cape Fear River at the project area is approximately 850 ft
wide. Water depths are approximately 36-41 ft deep per diver's report. The substrate at the
Cape Fear River in the vicinity of the proposed crossing is sand and silt. No seagrasses or other
marine vegetation are located in the project area.
Project Description
The U.S. Army Corps of Engineers requests authorization to permit in -water work preservation
activities for the North Carolina Department of Transportation (NCDOT) on the Isabel Holmes
Bascule Bridge on US 74/NC 133 over the Northeast Cape Fear River. The proposed action will
include the replacement of a new buried submarine cable that conveys power to the drawbridge
mechanism. Construction will include the installation of 4 composite armored cables encased in
high -density polyethylene (HDPE) pipe buried below the mudline. The existing cable is in an
adjacent location and is proposed to be left in place. The total linear footage (lin ft) of the new
cable based on the proposed alignment is approximately 300 ft.
The cable will be installed via trench, which will require excavation to an average depth of 3 ft
below the mudline, depending on the location. Only 216 ft of the 300-ft proposed alignment will
require trench excavation. The contractor will use a hydraulic suction pump to dig the trench,
which would be completed by divers using a handheld vacuum device powered by a hydraulic

pump (mounted on a barge) to remove sediment, then captured in geotextile dewatering bags.
The proposed method of installation beneath the fenders is to use jetting; however, if site
conditions allow, the contractor will attempt the suction method beneath the fenders. The
material removed from the trench will be disposed of off -site in an approved manner and in
accordance with all applicable federal, state, and/or local laws and regulations. Any material
designated as hazardous waste shall be disposed of at an approved hazardous waste site. Sand
and silt displaced from any required jetting will not be captured, though these areas would be
small. The trench will be backfilled with approximately 72 cubic yards (yd3) of a mixture of
crushed stone and sand, crusher dust, or pea gravel.
The applicant anticipates that the duration of in -water work will take several weeks (dependent
upon weather and other factors) and has agreed to conduct work during daylight hours only.
Construction Conditions
The applicant has agreed to adhere to NMFS's Sea Turtle and Smalltooth Sawfish Construction
Conditions and will apply them to Atlantic sturgeon.' In addition, the applicant will abide by a
seasonal restriction for Atlantic sturgeon and restrict cable installation to between December 1
and January 31. A primary nursery area in -water work moratorium of February 1 to September
30 is also in effect for this project. Given the depth and strong current at the project site,
NCDOT will not utilize a turbidity curtain.
Effects Determination(s) for Species the Action Agency or NMFS Believes May Be Affected
by the Proposed Action
ESA Listing
Action Agency
NMFS Effect
Species
StatuS2
Effect
Determination
Determination
Fish
Shortnose sturgeon
E
None made
NLAA
Atlantic sturgeon Carolina DPS
E
None made
NLAA
Critical Habitat
The project is located in Atlantic sturgeon critical habitat Carolina Unit 4. The physical and
biological features (PBFs) of the critical habitat are described in the table below. We believe
only the salinity gradient and soft substrate (PBF 2), unobstructed water of appropriate depth
(PBF 3), and water quality (PBF 4) may be affected by the proposed action. PBF 1 is not present
at the project site.
' NMFS. 2006. Sea Turtle and Smalltooth Sawfish Construction Conditions revised March 23, 2006. National
Oceanic and Atmospheric Administration, National Marine Fisheries Service, Southeast Regional Office, Protected
Resources Division, Saint Petersburg, Florida. https://www.fisheries.noaa.gov/webdam/download/92937961
2 E = endangered; T = threatened; NLAA = may affect, not likely to adversely affect; NE = no effect; NP = not
present

PBF
Identification
Features
Purpose/Function of PBF
Hard
Hard bottom substrate (e.g.,
rock, cobble, gravel, limestone,
Necessary for the settlement of fertilized
Substrate
boulder, etc.) in low salinity
eggs and refuge, growth, and development
(PBF I)
waters i.e., 0.0-0.5 pot ran e)
of early life stages
Aquatic habitat inclusive of
Salinity
waters with a gradual
Gradient and
downstream gradient of 0.5 up to
as high as 30 parts per thousand
Necessary for juvenile foraging and
Soft Substrate
and soft substrate (e.g., sand,
physiological development
(PBF 2)
mud) between the river mouth
andspawning sites
Necessary to support:
• Unimpeded movement of adults to and
from spawning sites;
• Seasonal and physiologically
Water of appropriate depth and
dependent movement ofjuvenile
Unobstructed
absent of physical barriers to
Atlantic sturgeon to appropriate
Water of
passage (e.g., locks, dams,
salinity zones within the river estuary;
Appropriate
thermal plumes, turbidity, sound,
and
Depth (PBF
reservoirs, gear, etc.) between
• Staging, resting, or holding of
3)
the river mouth and spawning
subadults or spawning condition
sites
adults. Water depths in main river
channels must also be deep enough (at
least 1.2 m) to ensure continuous flow
in the main channel at all times when
any sturgeon life stage would be in the
river
Necessary to support:
• Spawning;
• Annual and inter -annual adult,
Water quality conditions,
subadult, larval, and juvenile survival;
Water Quality
especially in the bottom meter of
and
(PBF 4)
the water column, with
. Larval, juvenile, and subadult growth,
appropriate temperature and
development, and recruitment.
oxygen values
Appropriate temperature and oxygen
values will vary interdependently, and
depending on salinity in a particular
habitat.
Analysis of Potential Routes of Effects to Species
Sturgeon may be injured due to interaction with the barge -mounted hydraulic suction pump and
jetting activities during cable installation. However, we believe this effect is discountable. The
suction pumping will be completed by hand via divers and therefore the likelihood of a sturgeon
interacting with the suction pump is greatly reduced. By restricting in -water work to December

I — February 1, which is outside of the predicted spring and fall spawning period for Atlantic
sturgeon, the likelihood of sturgeon presence coinciding with in -water construction is also
greatly reduced. If sturgeon are present, they are likely to move away and will be able to access
other portions of the river outside of the project area to avoid mechanical equipment during the
excavation and installation of the cable. The applicant's implementation of NMFS's Sea Turtle
and Smalltooth Sawfish Construction Conditions will further reduce the risk by requiring all
construction workers watch for sturgeon. Operation of any mechanical construction equipment
will cease immediately if a sturgeon is seen within a 50-ft radius of the equipment. Activities
will not resume until the protected species has departed the project area of its own volition.
The project area contains habitat that may be used by Atlantic and shortnose sturgeon for
spawning, foraging, and refuge. Sturgeon may be temporarily affected by their inability to
access the project site due to their avoidance of construction activities and physical exclusion
from the project area due to trench dredging and cable installation, however we believe this
effect will be insignificant. By restricting in -water work to December I — January 31 which is
outside of the predicted spring and fall spawning period for Atlantic sturgeon, the likelihood of
sturgeon presence coinciding with in -water construction (e.g., trench excavation and cable
installation) is greatly reduced. For any sturgeon that are present during construction, river
access at the project site will not be completely blocked at any time during the proposed cable
installation. The proposed project will not span the entire width of the river, and therefore will
allow sturgeon upriver/downriver access at all times during construction. Upon project
completion, pre -project habitat characteristics will be restored, the suction and jetting pump and
barge will be removed, and Atlantic sturgeon will have access to the habitat again. In -water
work will also only occur during daytime hours, leaving noise -free periods during the night when
sturgeon can transit through the area to move upstream or downstream of the project location.
Analysis of Potential Routes of Effect to Critical Habitat
Trench excavation may affect aquatic habitat with a gradual salinity gradient and soft substrate
(PBF 2) by removing soft sediments at the project site used by juvenile Atlantic sturgeon for
foraging and physiological development. We believe this effect to PBF 2 will be insignificant.
Although the sediment used to backfill the excavated material will consist of a new mixture of
hard and soft sediments, the amount of soft sediment removed would be at such a small amount
and limited compared to the area of sand and silt available adjacent to the project area and in the
Cape Fear River. Excavation and construction will have no effect on the salinity gradient in the
project area.
The unobstructed water of appropriate depth (PBF 3) may be affected by the proposed action.
For the life stages potentially using the action area, PBF 3 refers to water that is free from
obstruction such that: spawning adults can make unencumbered movements to the spawning
grounds; adults can access staging, resting, and holding habitats; and juveniles can make
seasonal and physiologically -dependent movements to appropriate salinity zones within the
river. It also refers to the requirement that the main channel be deep enough to ensure that there
is continuous flow when adults or juveniles are there. The project will not alter the depth of the
main channel. Cape Fear River waters will be partially and temporarily obstructed by the
presence of construction equipment and excavation, but these effects will be insignificant due to
the temporary nature of the project. By restricting in -water work to December 1 — February 1,
which is outside of the predicted spring and fall spawning period for Atlantic sturgeon, the

likelihood of sturgeon presence coinciding with in -water construction (e.g., suction pumping or
jetting, and cable installation) is greatly reduced. If sturgeon are present, the installation of the
cable and dredging activities will only affect a small portion of the river at a time.
Water quality (PBF 4) supporting important life functions, such as growth and reproduction, of
various life stages of Atlantic sturgeon may be affected by increases in temperature and
decreases in Dissolved Oxygen (DO) caused by increased turbidity from cable installation,
jetting, and suction pumping to create the trench. Suspended sediments that create turbidity
absorb more heat than water molecules, potentially raising the water temperature, and decreasing
the ability for oxygen to remain dissolved in the water column. Suspended sediments may also
decrease DO by reducing light for photosynthesis by aquatic plants or increasing oxygen demand
due to decomposition if the suspended sediments are high in organic materials. We anticipate
very minor and temporary increases in temperature and decreases in DO that will have an
insignificant effect on PBF 4 due to (1) the temporary duration of the project and during daylight
hours only, (2) the layer of sediment removed during excavation (to a depth of 3 — 4.5 ft) and
backfilled is expected to generate localized turbidity limited to the locations of the equipment
and the backfill is expected to remain in the bottom, and (3) the rapid removal and redeposition
of sediments on the outgoing tide.
Conclusion
Because all potential project effects to listed species and critical habitat were found to be
discountable, insignificant, or beneficial, we conclude that the proposed action is not likely to
adversely affect listed species and critical habitat under NMFS's purview. This concludes your
consultation responsibilities under the ESA for species under NMFS's purview. Consultation
must be reinitiated if a take occurs or new information reveals effects of the action not previously
considered, or if the identified action is subsequently modified in a manner that causes an effect
to the listed species or critical habitat in a manner or to an extent not previously considered, or if
a new species is listed or critical habitat designated that may be affected by the identified action.
NMFS's findings on the project's potential effects are based on the project description in this
response. Any changes to the proposed action may negate the findings of this consultation and
may require reinitiation of consultation with NMFS.
0

We look forward to further cooperation with you on other projects to ensure the conservation of
our threatened and endangered marine species and designated critical habitat. If you have any
questions on this consultation, please contact Shelby Creager, Consultation Biologist, at (727)
209-5951, or by email at [e-mail].
Sincerely,
n. BEROAVm M.10 5889
2019 09.18 12:38: SS -W'00'
David Bernhart
Assistant Regional Administrator
for Protected Resources
File: 1514-22. f.1 / 1514-22.1.1

United States Department of the Interior
o
FISH AND WILDLIFE SERVICE
Raleigh Field Office
Post Office Box 33726
Raleigh, North Carolina 27636-3726
GUIDELINES FOR AVOIDING IMPACTS TO THE WEST INDIAN MANATEE
Precautionary Measures for Construction Activities in North Carolina Waters
The West Indian manatee (Trichechus manatus), also known as the Florida manatee, is
a Federally -listed endangered aquatic mammal protected under the Endangered Species
Act of 1973, as amended (16 U.S.C. 1531 et seq.) and the Marine Mammal Protection Act
of 1972, as amended (16 U.S.0 1461 et seq.). The manatee is also listed as endangered
under the North Carolina Endangered Species Act of 1987 (Article 25 of Chapter 113 of
the General Statutes). The U.S. Fish and Wildlife Service (Service) is the lead Federal
agency responsible for the protection and recovery of the West Indian manatee under the
provisions of the Endangered Species Act.
Adult manatees average 10 feet long and weigh about 2,200 pounds, although some
individuals have been recorded at lengths greater than 13 feet and weighing as much as
3,500 pounds. Manatees are commonly found in fresh, brackish, or marine water habitats,
including shallow coastal bays, lagoons, estuaries, and inland rivers of varying salinity
extremes. Manatees spend much of their time underwater or partly submerged, making
them difficult to detect even in shallow water. While the manatee's principal stronghold in
the United States is Florida, the species is considered a seasonal inhabitant of North
Carolina with most occurrences reported from June through October.
To protect manatees in North Carolina, the Service's Raleigh Field Office has prepared
precautionary measures for general construction activities in waters used by the species.
Implementation of these measure will allow in -water projects which do not require blastinq
to proceed without adverse impacts to manatees. In addition, inclusion of these guidelines
as conservation measures in a Biological Assessment or Biological Evaluation, or as part
of the determination of impacts on the manatee in an environmental document prepared
pursuantto the National Environmental Policy Act, will expedite the Service's review of the
document for the fulfillment of requirements under Section 7 of the Endangered Species
Act. These measures include:
1. The project manager and/or contractor will inform all personnel associated with the
project that manatees may be present in the project area, and the need to avoid any harm
to these endangered mammals. The project manager will ensure that all construction
personnel know the general appearance of the species and their habit of moving about
completely or partially submerged in shallow water. All construction personnel will be
informed that they are responsible for observing water -related activities for the presence
of manatees.
2. The project manager and/or the contractor will advise all construction personnel that

there are civil and criminal penalties for harming, harassing, or killing manatees which are
protected under the Marine Mammal Protection Act and the Endangered Species Act.
3. If a manatee is seen within 100 yards of the active construction and/or dredging
operation or vessel movement, all appropriate precautions will be implemented to ensure
protection of the manatee. These precautions will include the immediate shutdown of
moving equipment if a manatee comes within 50 feet of the operational area of the
equipment. Activities will not resume until the manatee has departed the project area on
its own volition (i.e., it may not be herded or harassed from the area).
4. Any collision with and/or injury to a manatee will be reported immediately. The report
must be made to the U.S. Fish and Wildlife Service (ph. 919.856.4520 ext. 16), the
National Marine Fisheries Service (ph. 252.728.8762), and the North Carolina Wildlife
Resources Commission (ph. 252.448.1546).
5. A sign will be posted in all vessels associated with the project where it is clearly visible
to the vessel operator. The sign should state:
CAUTION: The endangered manatee may occur in these waters during the warmer
months, primarily from June through October. Idle speed is required if operating
this vessel in shallowwater during these months. All equipment must be shut down
if a manatee comes within 50 feet of the vessel or operating equipment. A collision
with and/or injury to the manatee must be reported immediatelyto the U.S. Fish and
Wildlife Service (919-856-4520 ext. 16), the National Marine Fisheries Service
(252.728.8762), and the North Carolina Wildlife Resources Commission
(252.448.1546).
6. The contractor will maintain a log detailing sightings, collisions, and/or injuries to
manatees during project activities. Upon completion of the action, the project manager will
prepare a report which summarizes all information on manatees encountered and submit
the report to the Service's Raleigh Field Office.
7. All vessels associated with the construction project will operate at "no wake/idle' speeds
at all times while in water where the draft of the vessel provides less than a four foot
clearance from the bottom. All vessels will follow routes of deep water whenever possible.
8. If siltation barriers must be placed in shallow water, these barriers will be: (a) made of
material in which manatees cannot become entangled; (b) secured in a manner that they
cannot break free and entangle manatees; and, (c) regularly monitored to ensure that
manatees have not become entangled. Barriers will be placed in a manner to allow
manatees entry to or exit from essential habitat.
Prepared by (rev. 06/2003):
U.S. Fish and Wildlife Service
Raleigh Field Office
Post Office Box 33726
Raleigh, North Carolina 27636-3726
919/8564520

Figure 1. The whole body of the West Indian manatee may be visible in clear water; but
in the dark and muddy waters of coastal North Carolina, one normally sees only a small
part of the head when the manatee raises its nose to breathe.
ATO
Illustration used with the permission of the North Carolina State Museum of Natural Sciences.
Source: Clark, M. K. 1987. Endangered, Threatened, and Rare Fauna of North Carolina: Part I.
A re-evaluation of the mammals. Occasional Papers of the North Carolina Biological Survey 1987-
3. North Carolina State Museum of Natural Sciences. Raleigh, NC. pp. 52.

UNITED STATES DEPARTMENT OF
National Oceanic and Atmospheric Administration
NATIONAL MARINE FISHERIES SERVICE
Southeast Regional Office
263 13th Avenue South
St. Petersburg, FL 33701
SEA TURTLE AND SMALLTOOTH SAWFISH CONSTRUCTION CONDITIONS
The permittee shall comply with the following protected species construction conditions:
a. The permittee shall instruct all personnel associated with the project of the potential presence of
these species and the need to avoid collisions with sea turtles and smalltooth sawfish. All
construction personnel are responsible for observing water -related activities for the presence of
these species.
b. The permittee shall advise all construction personnel that there are civil and criminal penalties for
harming, harassing, or killing sea turtles or smalltooth sawfish, which are protected under the
Endangered Species Act of 1973.
c. Siltation barriers shall be made of material in which a sea turtle or smalltooth sawfish cannot
become entangled, be properly secured, and be regularly monitored to avoid protected species
entrapment. Barriers may not block sea turtle or smalltooth sawfish entry to or exit from
designated critical habitat without prior agreement from the National Marine Fisheries Service's
Protected Resources Division, St. Petersburg, Florida.
d. All vessels associated with the construction project shall operate at "no wake/idle" speeds at all
times while in the construction area and while in water depths where the draft of the vessel
provides less than a four -foot clearance from the bottom. All vessels will preferentially follow
deep -water routes (e.g., marked channels) whenever possible.
e. If a sea turtle or smalltooth sawfish is seen within 100 yards of the active daily
construction/dredging operation or vessel movement, all appropriate precautions shall be
implemented to ensure its protection. These precautions shall include cessation of operation of
any moving equipment closer than 50 feet of a sea turtle or smalltooth sawfish. Operation of any
mechanical construction equipment shall cease immediately if a sea turtle or smalltooth sawfish is
seen within a 50-11 radius of the equipment. Activities may not resume until the protected species
has departed the project area of its own volition.
f. Any collision with and/or injury to a sea turtle or smalltooth sawfish shall be reported
immediately to the National Marine Fisheries Service's Protected Resources Division (727-824-
5312) and the local authorized sea turtle stranding/rescue organization.
g. Any special construction conditions, required of your specific project, outside these general
conditions, if applicable, will be addressed in the primary consultation.
Revised: March 23, 2006
O:\forms\Sea Turtle and Smalltooth Sawfish Construction Conditions.doc

ADJACENT RIPARLAN LANDOWNER STATEMENT
(Updates to the Isabel Holmes Memorial Draw Bridge New Hanover County)
NCDOT Project 15BPR.14
General Statutes and Division of Coastal Management Major Development Permit approval procedures
require that riparian landowners with property adjoining a proposed development in an Area of
Environmental Concern (AEC) be given ten (10) days in which to comment on the proposed development.
This form allows the adjacent riparian landowner to express either: (1) that he objects to the project; or, (2)
that he does not object and desires to waive his/her right to the 10-day period so that the processing of the
application can progress more rapidly. Of course, the adjacent riparian landowner need not sign this form
at all if he/she so chooses.
I, .'Jk C. am an adjacent riparian property owner and am aware of the North
Carolina Department of Transport ion's plans perform maintenance associated with the Isabel Holmes
Memorial draw bridge in New Hanover County. I am further aware that this work will occur in one or
more Areas of Environmental Concern and therefore will require authorization from the Division of Coastal
Manage? accordance with the Coastal Area Management Act (CAMA).
I have no objection to the project as presently proposed and hereby waive that right of
objection as provided in General Statute 113-229
I have objections to the project as presently proposed and my comments are attached
VIM �V) ko-S-1
ignatu e of A jacent Riparian Landowner Date
Phone Number with Area Code
RECEIVED
NOV 15 2019
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1. Article Addressed to:
Oil:) Wilmington Shipyard et al.
PO Box 15209
Wilmington, NC 2.9408
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or on the front if space permits.
Bennett Ventures LLC.
1701 Jel Wade Dr.
Wilmington. NC 28401
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Eagle Island, LTD
3330 River Rd.
Wilmington; NC 28412
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