NCDOT 106-12 B-2500 Phase I Minor Mod 6

Permit Class Permit Number
MODIFICATION/MINOR 106-12
STATE OF NORTH CAROLINA
Department of Environmental Quality
and
.ti Coastal Resources Commission
11 ennit
for
X Major Development in an Area of Environmental Concern
pursuant to NCGS 113A-118
X Excavation and/or filling pursuant to NCGS 113-229
Issued to N.C. Department of Transportation, 113 Airport Drive, Edenton, NC 27932
Authorizing development in Dare County at Oregon Inlet and Pamlico Sound, Herbert C.
Bonner Bridge on NC Highway 12 , as requested in the permittee's application dated 12/2/16 and
e-mail dated 1/3/17, including the attached workplan drawings (10): as referenced in Condition No. 1 of this permit.
This permit, issued on 2/6/17 , is subject to compliance with the application (where consistent
with the permit), all applicable regulations, special conditions and notes set forth below. Any violation of these terms may
be subject to fines, imprisonment or civil action; or may cause the permit to be null and void.
TIP No. B-2500, Phase I
1) All work authorized by this permit shall be carried out in accordance with the following attached
workplan drawings (10), except as modified herein: 6 dated 12/1/16, 1 dated 10/12/16, 1 dated
received 1/3/17, & 2 dated received 12/2/16.
NOTE: The specific development being permitted does not preclude the remainder of the B-2500
project being built in the Pamlico Sound provided that future development will be constructed
in a way that avoids and minimizes impacts to AECs.
(See attached sheets for Additional Conditions)
This permit action may be appealed by the permittee or other Signed by the authority of the Secretary of DEQ and the
qualified persons within twenty(20)days of the issuing date. Chairman of the Coastal Resources Commission.
This permit must be accessible on-site to Department
personnel when the project is inspected for compliance. r2
Any maintenance work or project modification not covered
hereunder requires further Division approval. Braxton C. Davis, Director
All work must cease when the permit expires on Division of Coastal Management
No expiration date, pursuant to GS 136-44.7B This permit and its conditions are hereby accepted.
In issuing this permit,the State of North Carolina agrees that
your project is consistent with the North Carolina Coastal
Management Program.
Signature of Permittee
x a.o-aoat •..•

•
INC. Department of Transportation Permit No. 106-12
Page 2 of 4
ADDITIONAL CONDITIONS
3
2) Unless specifically altered herein, this Minor Modification authorizes the following activities associated
• with the replacement of the Herbert C. Bonner Bridge over Oregon Inlet, all as depicted on the attached
workplan drawings: (a) changes to the work trestle alignment from Bent 65 to Bent 39, including
installation of 10 temporary docking piles; (b) construction of an upland dewatering basin with
• dimensions of 185 x 36 x 3 feet to receive jetting spoils, if necessary for pile installation; and (c)
• construction of 8 temporary barge mooring stations with a radius of 450 feet each in Pamlico Sound for
securing work barges and vessels.
3) Nothing in this permit authorizes any activity that has not received approval from the National Park
Service (NPS) and the U.S. Fish and Wildlife Service (USFWS) for work within the Cape Hatteras
National Seashore and the Pea Island National Wildlife Refuge, if such approval is required. The
proposed work shall not commence until the permittee has been issued a Special Use Permit from the
NPS and/or USFWS, if required, and a copy of the Special Use Permit(s) are received by the N.C.
Division of Coastal Management (DCM).
4) In accordance with commitments made by the permittee, barges shall not be moored within 300 feet of
Island C.
5) The mooring anchors shall be removed in their entirety immediately after they are no longer needed.
6) In accordance with commitments made by the permittee, the mooring anchors authorized by this Minor
Modification shall be located immediately adjacent to the previously authorized mooring anchors.
7) In accordance with commitments made by the permittee, barge and tug activity accessing the authorized
mooring anchors shall remain within marked navigational channels or historically deep waters.
8) No sewage, whether treated or untreated, shall be discharged at any time from any vessels using the
authorized facilities. Any sewage discharge at the authorized facilities shall be considered a violation of
this permit for which the permittee is responsible. This prohibition shall be applied and enforced
throughout the entire existence of the permitted structure.
9) The permittee and/or his contractor shall provide for proper storage and handling of all oils, chemicals,
etc., necessary to carry out the project.
10) The installation and removal of the temporary docking piles shall be accomplished by pile driving
and/or the use of a vibratory hammer. Should the permittee and/or its contractor propose to utilize
another type of pile installation for the docking piles, such as jetting, additional authorization from DCM
shall be required.
•
. . .

N.C. Department of Transportation Permit No. 106-12
Page 3 of 4
ADDITIONAL CONDITIONS
Dewatering Basin to Receive Jetting Spoils
11) No additional permanent and/or temporary impacts due to the jetting operation to wetlands, submerged
aquatic vegetation, or waters of the State are authorized by this Minor Modification without prior
approval from DCM.
12) This project shalt conform to all requirements of the N.C. Sedimentation Pollution Control Act and the
N.C. Department of Transportation's (NCDOT's) Memorandum of Agreement with the N.C. Division of
Energy, Mineral, and Land Resources.
13) Prior to implementation of the dewatering basin, the permittee shall provide DCM with workplan
drawings depicting any design changes or additional infrastructure that is required, including any
infrastructure needed to transport jetting material to the dewatering basin.
14) The permittee and/or its contractor shall monitor the performance of the jetting material transport system
and the dewatering basin while it is operational. In the event that the jetting material transport system
and the dewatering basin do not contain the jetting spoil material as expected, then the jetting operation
shall immediately cease operations and the permittee shall initiate discussions with DCM to determine
appropriate actions.
15) Material excavated from high ground areas at the project site, and jetting material that is transported to
the dewatering basin, may be used in fill areas associated with the project once properly dewatered or
shall be removed from the site and taken to a high ground location.
16) In accordance with commitments made by the permittee, the portion of the dewatering basin located
outside of the future road fill area shall be removed and re-graded prior to the opening of the new
roadway alignment.
General
NOTE: The authorized activities shall result in an increase of approximately 44 square feet of temporary
impacts to wetlands and a decrease of approximately 479 square feet of temporary impacts to
surface waters due to the realignment of the work trestle.
17) This Minor Modification shall not result in additional permanent impacts to wetlands or waters of the
State, without permit modification.
18) The permittee shall exercise all available precautions in the day-to-day operation of the facility to
prevent waste from entering the adjacent waters and wetlands.

N.C. Department of Transportation Permit No. 106-12
Page 4 of 4
ADDITIONAL CONDITIONS
19) If it is determined that additional permanent and/or temporary impacts are necessary that are not shown
• on the attached workplan drawings or described in the authorized permit application, a permit
modification and/or additional authorization from DCM may be required. In addition, any changes in
the approved plan may also require a permit modification and/or additional authorization from DCM.
• The permittee shall contact a representative of DCM prior to commencement of any such activity for
this determination and any permit modification.
20) The permittee and/or its contractor shall contact the DCM Transportation Project Field Representative in
Elizabeth City at [phone] to request a preconstruction conference prior to project initiation.
21) The permittee shall maintain the authorized work in good condition and in conform ince with the terms
and conditions of this permit for the life of the permitted structure.
22) The permittee shall make every attempt to maintain the same navigation that is currently possible in the
project area of Pamlico Sound.
NOTE: The U.S. Coast Guard issued a letter dated 12/14/16 stating no objections to the modifications.
• 23) The permittee shall install and maintain, at its expense, any signal lights, signals, signage, or
notifications prescribed by the U.S. Coast Guard, through regulations or otherwise, on the authorized
• temporary docking piles and mooring buoys. At a minimum, permanent reflectors shall be attached to
the structures in order to make them more visible during hours of darkness or inclement weather.
24) The N.C. Division of Water Resources (DWR) authorized the new alignment of the temporary work
trestle and the containment of any potential jetting spoil material in an upland basin on 2/3/17 under an
In-Field Minor 401 Water Quality Certification(DWR Project No. 20120629 v.5). Any violation of the
Certification approved by DWR shall be considered a violation of this CAMA permit.
25) DWR authorized the 8 additional barge mooring locations in Pamlico Sound under General Water
Quality Certification No. 3893 (DWR Project No. 20160186 v.2). Any violation of the Certification
approved by DWR shall be considered a violation of this CAMA permit.
NOTE: The U.S. Army Corps of Engineers authorized the eight mooring anchors under Nationwide
Permit Number 33 (COE Action ID No. SAW-1993-03077), which was issued on 1/10/17.
NOTE: This Minor Modification does not eliminate the need to obtain any additional slate, federal or
local permits, approvals or authorizations that may be required.
26) This Minor Modification shall be attached to the original of Permit No. 106-12, which was issued on
9/19/12, as well as all subsequent modifications, and copies of all documents shall be readily available
on site when a Division representative inspects the project for compliance.
27) All conditions and stipulations of the active permit remain in force under this Minor Modification unless
specifically altered herein.
NOTE: A Minor Modification application processing fee of$100 was received by DCM for this project.

•
•
•
. H.• w. 0 -L PAT McCRORY
NED Covet nor
_. r 2 2016 NICHOLAS J. TENNYSON
Secretary
Transportation
OIV OF COASTAEIGHL PAANAGEMENT
Rr�L
December 2 2016
U.S.Army Corps of Engineers N.C. Division of Coastal Management
Regulatory Field Office 1367 US 17 South
PO Box 1000 Elizabeth City,NC 27909
Washington,NC 27889-1000 ATTN: Greg Daisey
ATTN:Tracey Wheeler NCDOT Coordinator
NCDOT Coordinator
N.C. Division of Water Resources
Washington Regional Office
9453 Washington Square Mall
Washington,NC 27889 •
ATTN:Garcy Ward
NCDOT Coordinator
Subject: Request for Modification of the NCDCM CAMA Development Permit,
USACOE Permit(additional Pamlico Sound moorings),and NCDWR 401
certification for the Proposed Replacement of Bridge No. 11 over Oregon Inlet on
NC 12 in Dare County,North Carolina;TIP Project B-2500(Phase I);Federal Aid
Projects BRNHF-0012(48)and BRNHF-0012(36);Debit$570 from WBS
Element: 32635.1.4
References: Section 404 Individual Permit,U.S. Army Corps of Engineers Action ID SAW-
1993-03077,issued August 14,2013,modified October 30,2015,NW 33 Permit
Action ID SAW-1993-03077 issued February 24,2016, Section 401 Individual
Water Quality Certification,NCDWR Project No. 20120629,issued September 7,
2012,modified November 6,2015, in-field modification September 30,2016#
20160186 v4,NCDWR corresponding NW 33 WQC 3893,#20160186.
CAMA Major Development Permit,NCDCM Permit No. 106-12, issued
September 19,2012, last modified September 26, 2016
The North Carolina Department of Transportation(NCDOT)requests a modification of the
above referenced permits due to the identification of changes in the work trestle alignment,pile
installation methods and addition of barge mooring stations.The Design-Build Team continues
to look for ways to increase productivity and minimize impacts through their means and methods
of construction.These proposed changes will result in an overall reduction in temporary impacts
and provide for increased efficiency in the construction of the new bridge,and demolition of the
%Nothing Compares:
State of North Carolina 1 Department of Transportation 1 Division 1
1 13 Airport Drive I Suite 100 I Edenton,NC 27932
252-482-1850

r ` �' 1y
existing structure. There are no proposed changes to the permanent impact areas approved in the
original permits.
Please note that impacts have been shown to the thousandths of an acre herein,thus due to
rounding and summing of the impacts will not perfectly match the hundredths in the original
permit application.
Trestle Alignment Modifications
The Team has modified their plans for how they are using the temporary work trestle as it
expands to the south. The trestle realignment begins at bent 65 and ends at bent 39,as shown the
provided permit drawings. Originally,the trestle was intended to be used for both construction of
the new bridge,as well as demolition of the existing bridge. However,the Team has developed a
new demolition method,utilizing the existing structure and engineered framework,to allow for a
top down removal technique. This eliminates the need for an adjacent work trestle to operate
from during the demolition process.Thus,realigning the work trestle, so it abuts the new bridge
alignment will increase crane efficiency,while eliminating some of the overall work trestle area.
Where some of the work trestle platform was able to be reduced,additional work trestle will be
needed around bent 39. The water depths near bent 40 have continued to decrease,thereby
restricting crane barge access,so the work trestle will need to be extended to just beyond bent 39
of the new bridge to allow for access and construction of bent 39. The previously permitted
temporary storage platform,consisting of 8 support bents,originally planned near bent 39 has
been replaced with the extended trestle as well as ten 36"temporary docking piles. These piles
would be used to dock a barge between the trestle and the existing bridge for construction and
demolition barge access.The included revised permit drawings show the new alignment for the
work trestle and proposed docking piles.For comparison we have also included a separate set of
the previous trestle alignment drawings(01/14/2016),along with the proposed new trestle
alignment drawings(12/01/2016).
Pile Installation Methods
Correspondence with the agencies has been on-going since the contractor's move'away from
jetting as the primary method of pile installation in the marsh and SAV areas(bents 47 through
78). The Team was able to develop a reliable alternative to jetting, as the primary pile
installation method. The original jetting process consisted of utilizing a 66"steel pile casing and
excavating the soil material from inside the casing to an elevation between-40 and-60 feet. The
permanent pile was then placed in the casing,jetted down through more dense soils to near the
final tip elevation,and driven(with a pile hammer) the remainder of the distance to its required
tip elevation. Following the first several pile installations,in the upland areas on the north end,it
became apparent that recapturing the required volume of jetting water and processing it through a
filter system was inefficient and logistically presented various challenges.This result, led the
Team to further investigate,the soil profile,to see if jetting could be minimized further or
possible eliminated. Upon further investigation and a test pile drive to tip elevation,the Team
realized the'soils would likely allow for pile driving and that jetting may be an unnecessary step.

Air
The current installation process is to excavate to a depth near-60 feet,and then drive the pile the
remainder of the distance to the required tip elevation.The Team does not intend to utilize jetting
in the marsh and SAV areas as a primary method for pile installation; however,there is still the
potential for encountering dense subsurface soil conditions at some pile locations,where the
excavation/driving method, in conjunction with some jetting,would need to be used. Should the
need arise;jetting would be used,but minimized,as much as possible. If jetting is required,they
will contain the jetting spoils that return to the surface within the 66"casing pile and pump them
to a basin located in the upland area,north of the end bent(see attached drawing EC-16/CONST
16). This basin is currently sized at 185 x 36 x 3 feet,and would allow for the settling of
sediments and storage of a large volume of water.Basin calculations take into account typical
jetting water volumes and timeframes associated with these bridge pile installations.
Additional Mooring Anchor Locations
The Design/Build Team has determined a need for eight additional barge mooring anchor
locations in Pamlico Sound for the purpose of securing barges and vessels.The proposed new
mooring points are located immediately adjacent to the existing four anchor locations.
Coordination with the US Coast Guard has commenced,and an attached drawing shows all
twelve anchor locations in Pamlico Sound. A mooring anchor would be set in the sound bed,
with a mooring chain and buoy attached to it that would allow the attached vessel to swivel
within a 450-foot radius. The addition of the eight mooring stations will eliminate the need tie off
multiple barges to one mooring station. With the current proposal of 12 mooring points,each
barge will have its own mooring point,increasing security during adverse weather conditions.
The Design-Build Team and NCDOT have been coordinating with the US Coast Guard(USCG)
and US Army Corps of Engineers navigation staff regarding the type and location of these
temporary mooring locations.All USCG lighting and marking requirements will be met.Barge
and tug activity accessing these areas will remain within marked navigational channels or
historical deep water.
Summary Tables of Impacts
For comparison, below is an abbreviated version of the tables provided in the original permit
application. The impacts related to the modifications contained herein are summarized in the
table.
Table 2.Temporary Wetland Impacts
Previous Revised
Permit Wetland Biotic Temporary Temporary
Wetland
Drawing Site Communities from JD CAMA CAMA
Number (2012) Type Impacts** Impacts** S �k
(ac.) (ac.)
5 Maritime Grassland/ CAMA 0.032 0.633
(Trestle) CAMA Marsh •
** Temporary Impacts represent temporary fill(pile installation,trenching for
• E D
. . DEC 0 2 2016
DIV. OF COASTAL MANAGEMENT
RALEIGH
•

Table 4. Surface Water Impacts _
Previous Revised
Permit Drawing Temporary Temporary
Site Number Waterbody Mitigable Impacts Impacts
(ac.) (ac.)
5 Oregon Inlet/Pamlico
(Work Trestle/ Sound/Motts Creek No 0.066 0.055
Temp. Piles)
Regulatory Approvals
Section 404 Permit:NCDOT requests that the U.S. Army Corps of Engineers(USACE)review
this permit modification request and issue a modification, if applicable for the Individual Section
404 Permit issued August 14,2013 and modified October 30,2015. We also request review and
modification to add 8 mooring points to the NW 33 permit SAW-1993-03077,issued in February
2016 for the Pamlico Sound mooring stations and breasting line.
401 Certification:NCDOT requests that the N.C. Division of Water Resources review this permit
modification request and issue a modification for the 401 Water Quality Certification issued
September 7,2012,modified November 6,2015,and September 30,2016 20160186v4. We also
request review and modification to add 8 mooring points to the NW 33 corresponding 401
certification 3893,issued on February 26,2016.
CAMA Permit: NCDOT requests that the N.C. Division of Coastal Management review this
permit modification request and issue a modification for the CAMA Major Development Permit
issued September 19,2012 and last modified September 26,2016.
If you should have any questions regarding this request,please contact Clay Willis at(252)482-
1876 or tcwillis@a,ncdot.gov.
Sincerely,
Jerry Jennings,P.E., Division Engineer
NCDOT Division 1
Clay Willi , nvironmental Supervisor
NCDOT Division 1

_ 1, '
Cc:
Pablo Hernandez, P.E.,NCDOT
Shawn Mebane, P.E.,NCDOT
Chris Rivenbark,NCDOT
Jordan Adams, P.E., PCL
Art Beyer, US Fish and Wildlife Service
Steve Thompson,National Park Service
Chief Hal Pitts, Bridge Branch, USCG Fifth District
aj
, T O 2 2016
IV. OF COASTAL MANAGEMENT
RALEIGH
..,.r

•
,
U.S. Department of Commander 431 Crawford Street
Homeland Security XaEX United States Coast Guard Portsmouth.VA 23704-5004
L�; Fifth Coast Guard District Staff Symbol: dpb
United States Phone:[phone]
Coast Guard Fax:[phone]
Email:HaI.R.Pitts(u uscq.mii
Or CGOFiveBridgesOuseg.mil
16590
14 DEC 2016
Mr. Clay Willis
North Carolina Department of Transportation
113 Airport Drive, Suite 100
Edenton,NC 27932
Dear Mr. Willis: •
We reviewed the specifications provided in your letter dated December 2, 2016, to modify the
bridge construction plans on the Bonner Bridge(SR-12)across Oregon Inlet,mile 0.9, in Dare
County,NC.
We have no objections to the modifications, as described below:
a. The trestle alignment modifications have been evaluated and accepted, given the
alignment changes will not adversely impact navigation in the vicinity of the bridge.
b. The elimination of jetting in connection with pile installation has been evaluated and
accepted, given the elimination of this process does not appear to have any impact on
navigation in the vicinity of the bridge.
c. Sector North Carolina will coordinate with the Fifth Coast Guard District Waterways
Management office(dpw)to process an amended private aid to navigation(PATON)
permit to incorporate the eight additional barge anchor mooring locations in Pamlico
Sound.
All provisions of permit 1-15-5 data July 15,2015, and the permit transmittal letter 16591 of
August 12,2015,remain in effect.
You are responsible for compliance with the requirements of any Federal, State,or local agency
that may have jurisdiction over any aspect of the project. If there are any additional impacts on
the waterway or you have any further questions regarding this project,please contact me at the
phone number or address shown above.
Sincerely,
1/47:/f/X-7
HAL R. PITTS
Bridge Program Manager
By direction of the Commander
Fifth Coast Guard District
Copy: Commander, Fifth Coast Guard District(dpw)
Coast Guard Sector North Carolina, Waterways Management

t f
•
Brittingham, Cathy
From: Willis, Thomas C
Sent: Tuesday,January 03, 2017 9:02 AM
To: Daisey, Greg
Cc: Brittingham, Cathy
Subject: follow up on Bonner Mod questions
Attachments: Basin_Detail_modrequest.pdf; Basin_Detail_modrequest_plansheet.pdf
Greg,
Hope you had a good Christmas and New Year. Below is a follow up of the questions you all had regarding the Bonner
Mod request.
• Provide a drawing that is at a scale that more clearly shows the dewatering basin location, and the
dewatering basin ditch location, in relation to the normal water level and any SAVs, Coastal Wetlands,
and 404 Wetlands in the vicinity.
The nearest wetland area is 160+feet away from the basin location—the finger of wetland to the
west, near the marina dump station and parking lot (see the attached sheets). We are generally
looking at building up slightly on the outside shoulder(closest to silt fence) and excavating slightly
on the road side in order to construct the basin, but the basin is entirely within the future
footprint of the NC 12 roadway/shoulder.
• Provide a profile drawing of the dewatering basin with appropriate scale.
An additional profile is attached to help show dimensions and details. A true scale drawing would
be difficult to read given the basin dimensions.
• Provide a narrative that describes the amount of material that will be excavated from within the basin
and the ditch, and the depth of excavation. Will this material be removed when the project is complete
and the area restored to pre-project conditions?
We don't anticipate this basin being completely excavated—there would be some cut toward the
existing road shoulder and some fill on the outside of the proposed road shoulder within the
easement. The basin would be built up above existing ground for the most part. The majority of
the basin overlaps with the future roadway alignment,with 86% of it being located within the
future road fill area. The portion outside of the road fill is within the NCDOT easement and would
be removed and re-graded prior to the opening of the new roadway alignment. The total
temporary excavation would be around 200 CY.
• What measures will be taken to ensure the material within the basin is not vulnerable to being
accidentally discharged during high water events?
The basin would be located at nearly the same elevation as existing NC 12 near the existing bridge
abutment,which historically has not been in an area regularly inundated by high water storm
events. In addition,we are not directing any overland flow into the basin, thus rain events should
not be a concern. The basin will only handle temporary flows from the jetting operation and
would de-water over a relatively short duration, thereby minimizing the potential for high water
events to compromise its integrity. The detail calls for side slopes and earth material on the sides
i

to be stabilized with geotextile fabric or matting. Also we did not assume any infiltration when
sizing the basin but it is reasonable to assume some infiltration will occur.
• Will any effluent/water exit the basin and enter the adjacent waters and wetlands?
The water leaving the basin will be subject to the same requirements as any other water leaving
the project site. Silt fence will remain between it and the wetland boundary that is downgradient.
Also,we will make sure to keep the discharged water as clean as possible by lining the outlet ditch
with geotextile and adding rock checks for energy dissipation.
• flow will the jetting material be pumped from the 66" casing pile to the basin? Will/are the pipes
attached to the work trestle? If this requires additional infrastructure (i.e. additional pipes), then that
should also be described in the narrative and depicted on the drawings, as well as any SAVs, Coastal
Wetlands, and 404 Wetlands that are in the path of any new pipes.
Our intent would be to use fused HDPE pipe which would be stretched across the deck of the
trestle. Depending on the timing of when and if this basin usage ever became required, our trestle
could be to the point where it wasn't connected to the upland area. In this event we would either
run the discharge line along the curb line of the existing bridge or float it across the SAV
section. The exact size of the discharge line is not yet determined, but it would likely be a 12"-18"
pipe,which would fit along the curb line.
Let me know if you need anything else or have any questions about the response.
Thanks
Clay
NCDOT—Division One
Environmental Supervisor
Office—252-482-1876
Cell—252-312-3692
[e-mail]
Email correspondence to and from this sender is subject to the N.C.Public Records Law and may be disclosed to third parties.
2

Robert Gianna
From: Hinote,Christopher R BMCS <[e-mail]>
Sent: Wednesday, November 30,2016 3:28 PM
To: Robert Gianna
Subject: RE: PCL proposed mooring locations
Rob,
I see no concerns especially since you are putting them on the inside of the ones that are already there.
{
R RECEIVED
BMCS Chris Hinote
Officer In Charge t DEC 0 2 2016
CG STA Oregon Inlet, NC
252-441-6260 WK
541-513-2286 Cell )IV. OF COASTAL MANAGEMENT
RALEIGH •
Original Message '
From: Robert Gianna [mailto:[e-mail]]
Sent:Wednesday, November 30, 2016 2:57 PM
To: Hinote,Christopher R BMCS
Subject: [Non-DoD Source] PCL proposed mooring locations
Chris,
As discussed,attached is an excerpt from the NOAA chart showing the proposed locations of 8 EA additional mooring
anchorages in the Pamlico Sound. Please review and let us know if you have any concerns or see any issues with these
locations interfering with vessel navigation.
Thanks,
Rob
Robert Gianna
Project Manager
PCL Civil Constructors, Inc.
1

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o N , REVISED 12/01/2016

L I,
PROJECT REFERENCE NO. Stitt NO.
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oWW REVISED 12/01/2016

:F
PATCHY r "i- PROJECT
250 REFERENCE A NO. SHEET NO.
'l/ DENOTES IMPACTS IN �zsoo (PHASE I) is
•PATCHY D• / SURFACE WATER RAT SHEET NO.
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•
Revised Work Trestle Alignment December 2016
ECE VED
DEC 022016
DIV. OF COASTAL MANAGEMENT
RALEIGH

S. '
•
PROJECT REFERENCE NO. SHEET NO.
B-2500 (PHASE /1 EC-28
BORROW PIT DEWATERING BASIN DETAIL RA4SHEET NO.
ROADWAY DESIGN HYDRAUUCS
ENGINEER ENGINEER
CLASS A STONE
GENERAL NOTES:
FILTRATIN
DETERMINE BORROW PIT DEWATERING BASIN SIZE USING GEOTEXTIOE COIR FIBER BAFFLE
V = 8.0203 * Q * T, WHERE V IS VOLUME (FT3) , Q IS
PUMP FLOW RATE (GPM) , AND T IS DEWATERING TIME (HR) .
USE MAXIMUM FLOW RATE OF 1000 GPM AND A MINIMUM
DEWATERING TIME OF 2 HOURS.
STONE ENERGY
RISER SHALL BE A NON-PERFORATED, SMOOTH OR CORRUGATED STEEL POST DISSIPATOR
MATERIAL WITH A FLASHBOARD OPTION.
CONSTRUCT THE COIR FIBER BAFFLE IN ACCORDANCE WITH
ROADWAY STANDARD DRAWING 1640.01 AND WITH MATERIAL THAT
MEETS THE SPECIFICATIONS OF ROADWAY STANDARD 1640- 14. 36 a 1
..
24' tl:lr"C I
PROVIDE 5' STEEL POSTS OF THE SELF-FASTENER
ANGLE STEEL TYPE. INSTALL STEEL POSTS ' ("A" '
WITH NO MORE THAN 3' OF THE POST APPEARING O _ 1
ABOVE THE GROUND.
ATTACH THE COIR FIBER MAT TO THE STEEL H43.25'
POSTS WITH WIRE OR OTHER ACCEPTABLE MEANS F 173'
AND STAPLED INTO THE BOTTOM AND SIDE SLOPES
OF THE BASIN WITH 12" STAPLES.
INSTALL TYPE 2 GEOTEXTILE ON SIDESLOPES AND 185'
BOTTOM OF BASIN AT INLET AS SHOWN IN THE DETAIL.
USE THE TYPICAL SECTION SHOWN FOR THE
BORROW PIT DEWATERING BASIN AS A GUIDE. THE - �f�a ,. EARTH DIKE
BASIN MAY HAVE ANY TYPE CONFIGURATION AS LONG AS - , .. -- VE
SUFFICIENT VOLUME IS PROVIDED AND PROVISIONS ` ``s'
ARE MADE FOR A NON-PERFORATED RISER. PLAN
JAN 0 3 2017 RISER
DO NOT EXCEED 3%2 FT. IN HEIGHT FOR THE EARTH
DIKES REQUIRED FOR BORROW PIT DEWATERING BASIN. 'i. rr COASTAL MANAGEMENT
RALEIGH
THE BORROW PIT DEWATERING BASIN SIZE IS VARIABLE
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AS WELL AS PROPOSED CONSTRUCTION OPERATIONS. 1 ,-O„+ —•-i 6l" - � 1 '-0„+
SUBMIT THE SIZE, LOCATION AND RISER PIPE 1 1
MATERIAL FOR APPROVAL PRIOR TO CONSTRUCTION. 11/2 1 i2 1 r- '"''_.=.
VPUMP THE EFFLUENT INTO THE BORROW PIT DEWATERING I �,f,,n
BASIN TO A MAXIMUM DEPTH OF 6 IN. BELOW TOP OF 7 -
/ UNCLASSIFIED
EARTH DIKE. EARTH MATERIAL _ANTI-SEEP
.' < COLLAR
PROVIDE A STONE ENERGY DISSIPATOR PAD AT THE co m COIR FIBER BAFFLE STEEL POSTS
OUTLET OF THE PUMP DISCHARGE HOSE AND OUTLET OF
THE RISER BARREL IN ACCORDANCE WITH ROADWAY VARIABLE
STANDARD DRAWING 876.02 FOR OUTLET W/O DITCH.
TYPICAL SECTION VIEW
NOT TO SCALE

Brittingham, Cathy
From: Brittingham, Cathy
Sent: Monday, February 06, 2017 1:33 PM
To: Clay Willis
Cc: Greg Daisey; Bill Biddlecome; Garcy Ward
Subject: B-2500 Phase I Minor Modification
Attachments: B-2500 Minor Mod.pdf
Hello,
Please find attached a Minor Modification of CAMA Permit No. 106-12 authorizing the following changes to
TIP B-2500 Phase I: (a) changes to the work trestle alignment from Bent 65 to Bent 39, including installation
of 10 temporary docking piles; (b) construction of an upland dewatering basin with dimensions of 185 x 36 x 3
feet to receive jetting spoils, if necessary for pile installation; and (c) construction of 8 temporary barge mooring
stations with a radius of 450 feet each in Pamlico Sound for securing work barges and vessels.
A paper copy will be sent to NCDOT in Edenton.
Please let me or Greg Daisey know if you have any questions or concerns.
Sincerely,
Cathy Brittingham
Cathy Brittingham,Transportation Project Coordinator
N.C. Division of Coastal Management
[phone] phone
[e-mail]
Mailing Address: _•
c/o DWR Wetlands Unit
1617 Mail Service Center
Raleigh,NC 27699-1617
Physical Address:
512 North Salisbury Street
Archdale Building
12th Floor, Room 1204G
Raleigh,NC 27604
Please visit www.nccoastalmanagement.net to subscribe to Coastal Management's quarterly newsletter,the CAMAgram.
E-mail correspondence to and from this address may be subject to the North Carolina Public Records Law and may be disclosed to
third parties
1

ROY COOPER
Governor
MICHAEL S. REGAN
Secretory
Coastal Management BRAXTON C. DAVIS
ENVIRONMENTAL QUALITY Director
February 7, 2017
N.C. Department of Transportation
113 Airport Drive
Edenton,N.C. 27932
Dear Sir or Madam:
The enclosed permit constitutes authorization under the Coastal Area Management Act, and
where applicable,the State Dredge and Fill Law, for you to proceed with your project proposal. The
original (buff-colored form) is retained by you and it must be available on site when the project is
inspected for compliance. Please sign both the original and the copy and return the copy to this office in
the enclosed envelope. Signing the permit and proceeding means you have waived your right of appeal
described below.
If you object to the permit or any of the conditions,you may request a hearing pursuant to NCGS
113A-121.1 or 113-229. Your petition for a hearing must be filed in accordance with NCGS Chapter
150B with the Office of Administrative Hearings, 6714 Mail Service Center, Raleigh,NC 27611-6714,
[phone] within twenty(20)days of this decision on your permit. You should also be aware that
another qualified party may submit an objection to the issuance of this permit within twenty(20) days.
The project plan is subject to those conditions appearing on the permit form. Otherwise, all work
must be carried out in accordance with your application. Modifications,time extensions, and future
maintenance requires additional approval. Please read your permit carefully prior to starting work and
review all project plans,as approved. If you are having the work done by a contractor, it would be to your
benefit to be sure that he fully understands all permit requirements.
From time to time, Department personnel will visit the project site. To facilitate this review, we
request that you complete and mail the enclosed Notice Card just prior to work initiation. However, if
questions arise concerning permit conditions, environmental safeguards, or problem areas, you may
contact Department personnel at any time for assistance. By working in accordance with the permit,you
will be helping to protect our vitally important coastal resources.
Sincerely,
�yre•
Douglas V. Huggett
Major Permits Manager
N.C. Division of Coastal Management
Enclosure
State of North Carolina I Environmental Quality I Coastal Management
Morehead City Office 1400 Commerce Avenue I Morehead City,NC 28557
252 808 2808

{ ROY COOPER
+ n
Governor
#
MICHAEL S. REGAN
10, Secretary
Coastal Management BRAXTON C. DAVIS
ENVIRONMENTAL QUALITY Director
February 7, 2017
•
Mr. Derb Carter
Southern Environmental Law Center
601 W. Rosemary St., Suite 220
Chapel Hill,NC 27516-2356
RE: N.C. Department of Transportation, Minor Modification of CAMA Major Permit No. 106-
12, TIP No. B-2500 Phase I, Replacement of Herbert C. Bonner Bridge over Oregon Inlet, on
NC Highway 12, Dare County,NC.
Dear Mr. Carter:
In accordance with paragraph 4.c. of the Bonner Bridge Settlement Agreement, please find
enclosed a copy of the Minor Modification of CAMA Major Permit No. 106-12 that was issued
on February 6,2017 regarding the above referenced project. The Minor Modification authorizes
the following activities: (a)changes to the work trestle alignment from Bent 65 to Bent 39,
including installation of 10 temporary docking piles; (b) construction of an upland dewatering
basin with dimensions of 185 x 36 x 3 feet to receive jetting spoils, if necessary for pile
installation; and(c) construction of 8 temporary barge mooring stations with a radius of 450 feet
each in Pamlico Sound for securing work barges and vessels. A copy of the application was
previously mailed to you on January 5, 2017.
Please feel free to contact me if you have any questions or would like additional information. I
can be reached via e-mail at [e-mail] or by telephone at(919)707-9149.
Sincerely,
Cathy Brittingham
Transportation Project Coordinator
Enclosure
CC: Doug Huggett,DCM
Sarah Young, DCM
State of North Carolina I Environmental Quality I Coastal Management
Morehead City Office 1400 Commerce Avenue I Morehead City,NC 28557
252 808 2808

IhriZ ROY COOPER
Governor
1.4
WILLIAM G. ROSS, JR.
Interim Secretary
Coastal Management
ENVIRONMENTAL QUALITY BRAXTON DAVIS
Director
January 5, 2017
Mr. Derb Carter
Southern Environmental Law Center
601 W. Rosemary St., Suite 220
Chapel Hill, NC 27516-2356
RE: N.C. Department of Transportation, Request fora Minor Modification of CAMA Major
Permit No. 106-12, TIP No. B-2500, Phase I, Herbert C. Bonner Bridge Replacement on NC
Highway 12 over Oregon Inlet, Dare County, NC.
•
Dear Mr. Carter:
In accordance with paragraph 4.c. of the Bonner Bridge Settlement Agreement, please find
enclosed a copy of an application from the N.C. Department of Transportation for a Minor
Modification of CAMA Major Permit No. 106-12. The Minor Modification application requests
authorization for the following changes associated with the construction of the replacement
of the Herbert C. Bonner Bridge over Oregon Inlet on NC Highway 12 in Dare County, NC:
change the work trestle alignment (including realignment and addition of 10 temporary
docking piles); add another option for pile installation methods (add an upland dewatering
basin to receive jetting spoils, if necessary); and add 8 barge mooring stations in Pamlico
Sound immediately adjacent to the existing 4 barge mooring stations.
Please feel free to contact me if you have any questions or would like additional information.
I can be reached via e-mail at [e-mail] or by telephone at (919) 707-
9149.
Sincerely,
f:
Cathy Bri Ingham
Transportation Project Coordinator
Enclosure
CC: Doug Huggett, DCM
Sarah Young, DCM
State of North Carolina I Environmental Quality I Coastal Management
c/o DWR Wetlands Unit 11617 Mail Service Center I Raleigh,NC 27699-1617
919-707-9149

Britting ham, Cathy
From: Willis, Thomas C
Sent: Tuesday, December 20, 2016 4:49 PM
To: Daisey, Greg
Cc: Brittingham, Cathy
Subject: RE: Bonner Bridge Modification Request
Attachments: USCG_Response_BonnerMod_Dec2016.pdf
Greg,
We are working on providing the additional information you have requested. I have attached the USCG approval of the
modification request. I also included a follow up email with Hal Pitts(USCG), because his reference to eliminating the
jetting was a little misleading and I wanted to make sure he understood that jetting was still on the table for use, but not
the primary method of installation. He is clear on that, and his email response to that clarification is included.
I will forward the information you requested below, as soon as I receive it.
Thanks
Clay
From: Daisey, Greg
Sent: Friday, December 16, 2016 9:54 AM
To: Willis, Thomas C
Subject: RE: Bonner Bridge Modification Request
Clay—
After initial review of the Modification request DCM would like additional information pertaining to the basin
that is proposed to allow for the settling of sediments and storage of "a large volume of water" if jetting is used
in the marsh and SAV areas. The request states that the basin is currently sized at 185 x 36 x 3 feet. The
drawing sheet no. EC-16/Const J6 depicts the location of the basin. At this time DCM would like the following
additional information:
• Provide a drawing that is at a scale that more clearly shows the dewatering basin location, and the
dewatering basin ditch location, in relation to the normal water level and any SAVs, Coastal Wetlands,
and 404 Wetlands in the vicinity.
• Provide a profile drawing of the dewatering basin with appropriate scale.
• Provide a narrative that describes the amount of material that will be excavated from within the basin
and the ditch, and the depth of excavation. Will this material be removed when the project is complete
and the area restored to pre-project conditions?
• What measures will be taken to ensure the material within the basin is not vulnerable to being
accidentally discharged during high water events?
• Will any effluent/water exit the basin and enter the adjacent waters and wetlands?
• How will the jetting material be pumped from the 66" casing pile to the basin? Will/are the pipes
attached to the work trestle? If this requires additional infrastructure (i.e. additional pipes), then that
should also be described in the narrative and depicted on the drawings, as well as any SAVs, Coastal
Wetlands, and 404 Wetlands that are in the path of any new pipes.
Thank you and please contact me with any questions.
i

Greg Daisey
Transportation Projects Field Representative
Division of Coastal Management
North Carolina Department of Environmental Quality
252 264 3901, EXT. 249
Greg.Daiseyc ncdenr.gov
1367 US Hwy 17 South
Elizabeth City, NC 27909
—/'Nothing Compares
Email correspondence to and from this address is subject to the
North Carolina Public Records Law and may be disclosed to third parties.
From:Willis,Thomas C
Sent: Friday, December 02, 2016 4:31 PM
To:[e-mail]; Daisey, Greg<[e-mail]>;Ward, Garcy
<[e-mail]>; Steve D [e-mail]; arthur [e-mail]; Hal.R.Pittsc uscg.mil; Brittingham,
Cathy<[e-mail]>; rebecca [e-mail]
Cc: Hernandez, Pablo A<[e-mail]>; Mebane, Charles S<[e-mail]>; Rivenbark, Chris
<[e-mail]>;Jordan Adams ([e-mail]) ([e-mail]) (ikadamsPpcl.com)
<[e-mail]>; [e-mail]
Subject: Bonner Bridge Modification Request
Agencies,
Attached to this email is the Bonner Permit Modification Request,which I have talked to most of you about. The request
is for realignment of the work trestle, changes in pile installation method and additional mooring points in the Pamlico
Sound.A cover letter provides a description of the proposed changes, reasoning and temporary impact numbers.There
will be no change in the permanent impacts originally permitted.Along with the request are the modified permit
drawings, which include the currently permitted trestle alignment and the proposed alignment in this request. We have
also include an update navigational chart that gives the Lat./Long. locations for the proposed additional moorings and
email correspondence for the local USCG Station officer in charge. Please let me know if you all have any questions
regarding the request or need additional information.
Thanks
Clay Willis
NCDOT—Division One
Environmental Supervisor
Office—252-482-1876
Cell—252-312-3692
[e-mail]
2

U.S. Department of Commander 431 Crawford Street
Homeland Security y!�c United States Coast Guard Portsmouth,VA 23704-5004
�U•• Fifth Coast Guard District Staff Symbol: dpb
United States ��J` Phone:(757)39t16222
Coast Guard Fax:[phone]
Email:HaI.R.PittPittseuseq.mil
Or CGDFiveBridges aS uscq.mil
16590
14 DEC 2016
Mr. Clay Willis
North Carolina Department of Transportation
113 Airport Drive, Suite 100
Edenton,NC 27932
Dear Mr. Willis: •
We reviewed the specifications provided in your letter dated December 2,2016,to modify the
bridge construction plans on the Bonner Bridge(SR-12)across Oregon Inlet,mile 0.9, in Dare
County,NC.
We have no objections to the modifications, as described below:
a. The trestle alignment modifications have been evaluated and accepted, given the
alignment changes will not adversely impact navigation in the vicinity of the bridge.
b. The elimination of jetting in connection with pile installation has been evaluated and
accepted, given the elimination of this process does not appear to have any impact on
navigation in the vicinity of the bridge.
c. Sector North Carolina will coordinate with the Fifth Coast Guard District Waterways
Management office(dpw)to process an amended private aid to navigation(PATON)
permit to incorporate the eight additional barge anchor mooring locations in Pamlico
Sound.
All provisions of permit 1-15-5 data July 15,2015,and the permit transmittal letter 16591 of
August 12, 2015,remain in effect.
You are responsible for compliance with the requirements of any Federal, State, or local agency
that may have jurisdiction over any aspect of the project. If there are any additional impacts on
the waterway or you have any further questions regarding this project,please contact me at the
phone number or address shown above.
Sincerely,
HAL R. PITTS
Bridge Program Manager
By direction of the Commander
Fifth Coast Guard District
Copy: Commander,Fifth Coast Guard District(dpw)
Coast Guard Sector North Carolina, Waterways Management

4,
f
Brittingham, Cathy
From: Brittingham, Cathy
Sent: Tue ay, January 03, 2017 3:34 PM
To: rd,Garc rc [e-mail]); Wilsory, 1ravis; Staple , hane;
[e-mail] _ �/
Cc: Daisey, Greg A).W 1 33 - r
Subject: RE: B-2500, Phase I (2 of2)
Attachments: B-2500 Phase I drawings.pdf
�� q S
Hello,
Hopefully you have already received an e-mail from me (1 of 2)with a request in WORD for your comments on
a proposed modification from NCDOT for the TIP B-2500, Phase I project. NCDOT is requesting to change
the work trestle alignment(including realignment and addition of 10 temporary docking piles), add another
option for pile installation methods(add an upland dewatering basin to receive jetting spoils, if necessary), and
add 8 barge mooring stations in Pamlico Sound immediately adjacent to the existing 4 barge mooring stations.
This is e-mail 2 of 2 with 1 attachment that contains additional workplan drawings (18 pages). I was having
trouble sending this file in the configuration it was received from NCDOT, so I re-scanned the drawings in
black and white (because that's all I have). I apologize for the inconvenience.
Please return your comments at your earliest convenience. Please let me or Greg Daisey know if you have any
questions or concerns.
Sincerely,
Cathy
Cathy Brittingham,Transportation Project Coordinator
N.C.Division of Coastal Management
[phone] phone
[e-mail]
Mailing Address:
do DWR Wetlands Unit
1617 Mail Service Center
Raleigh,NC 27699-1617
Physical Address:
512 North Salisbury Street
Archdale Building
12th Floor,Room 1204G
Raleigh,NC 27604
Please visit www.nccoastalmanaaement.net to subscribe to Coastal Management's quarterly newsletter,the CAMAgram.
E-mail correspondence to and from this address may be subject to the North Carolina Public Records Law and may be disclosed to
third parties
1

Brittingham, Cathy
From: Brittingham, Cathy
Sent: Tuesday,January 03, 2017 3:06 PM
To: Ward, Garcy ([e-mail]);Wilson, Travis; Staples, Shane;
'[e-mail]'
Cc: Daisey, Greg
Subject: B-2500 Phase I(1 of 2)
Attachments: Request for permit comments.doc.docx;
Bonner_Permit_modification_Request_December2016.pdf;
USCG_Response_BonnerMod_Dec2016.pdf; dewatering basin e-mail.pdf; dewatering
basin detail.pdf
Cathy Brittingham,Transportation Project Coordinator
N.C. Division of Coastal Management
[phone] phone
[e-mail]
Mailing Address:
c/o DWR Wetlands Unit
1617 Mail Service Center
Raleigh,NC 27699-1617
Physical Address:
512 North Salisbury Street
Archdale Building
12th Floor, Room 1204G
Raleigh,NC 27604
Please visit www.nccoastalmanagement.net to subscribe to Coastal Management's quarterly newsletter,the CAMAgram.
E-mail correspondence to and from this address may be subject to the North Carolina Public Records Law and may be disclosed to
third parties
1

BRAXTON DAVIS
Director
ta
Coastal Management
ENVIRONMENTAL QUALITY
MEMORANDUM
TO: Garcy Ward, DWR, Tracey Wheeler,USACE, Shane Staples, DCM, Travis
Wilson, WRC
CC: Greg Daisey, DCM
FROM: Cathy Brittingham, Transportation Project Coordinator
DATE: January 3, 2016
SUBJECT: Permit modification request, TIP No. B-2500, Phase I, Replacement of the
Herbert C. Bonner Bridge over Oregon Inlet, Dare County, CAMA Major
Permit No. 106-12.
PROPOSED PROJECT: Change the work trestle alignment(including realignment and addition of 10
temporary docking piles), add another option for pile installation methods (add an
upland dewatering basin to receive jetting spoils, if necessary), and add 8 barge
mooring stations in Pamlico Sound immediately adjacent to the existing 4 barge
mooring stations.
Please indicate below your agency's position or viewpoint on the proposed project and return this form as soon
as possible to Cathy Brittingham via e-mail at [e-mail]. If you have any questions
regarding the proposed project,please contact Cathy Brittingham at(919) 707-9149 or Greg Daisey at(252)
207-3656. When appropriate, in-depth comments with supporting data are requested.
REPLY This agency has no objection to the project as proposed.
This agency has no comment on the proposed project.
This agency approves of the project, only if the recommended changes are incorporated.
See attached.
This agency objects to the project for reasons described in the attached memo.
Signed Date
State of North Carolina I Environmental Quality I Coastal Management
c%DWR Wetlands Unit 11617 Mail Service Center I Raleigh,NC 27699-1617
919-707-9149

ROY COOPER
N
a Governor
WILLIAM G. ROSS, JR.
w Interim Secretary
Coastal Management
ENVIRONMENTAL QUALITY BRAXTON DAVIS
Director
MEMORANDUM
TO: Doug Huggett
THROUGH: Cathy Brittingham
FROM: Greg Daisey
SUBJECT: Comments& Recommendations
CAMA Minor Permit Modification(CAMA Major Permit No. 106-12)
TIP B-2500 Phase I- Replacement of Bridge No. 11 on NC 12, Dare County
DATE: January 19, 2017
The following are my comments and recommendations regarding the above mentioned
modification request. The request is to allow a change in the work trestle alignment,construction
of a settling basin if alternate pile installation method is utilized, and additional barge mooring
stations during the replacement of Bridge No. 11 over Oregon Inlet on NC Hwy 12, TIP No. B-
2500 Phase I, in Dare County. This modification will provide a trestle realignment from Bent 65
to Bent 39 and the previously permitted storage platform near Bent 39 has been replaced with the
extended trestle as well as ten (10) 36" temporary docking piles. If jetting is utilized for pile
installation, a 185'x36'x3' basin would be constructed in an upland area, north of the end bent
located at the northern approach. Jetting spoils would be pumped to the basin and it would allow
for the settling of sediments and storage of large volumes of water.The proposed eight(8)mooring
points are located immediately adjacent to the existing anchor locations in the Pamlico Sound.The
proposed changes will result in an increase in temporary Coastal Wetland impacts(from 0.032 ac.
to 0.033 ac.) and a decrease in temporary Surface Water impacts (from 0.066 ac. to 0.055 ac.).
Based upon my review I have no objection to the issuance of this permit, but offer the following
conditions:
1k. 's Minor Modification of Permit 106-12 authorizes the work trestle realignment from
Bent 65 to Bent 39 (including ten(10) 36' docking piles),the possible construction of a
185'x36'x3' settling basin if jetting pile installation is utilized, and the addition of eight
(8)mooring points as a means and method for construction during the replacement of
Bridge No. 11 over Oregon Inlet, as depicted on the attached work plan drawings.
2 No vegetated wetlands or waters of the State shall be excavated or filled,
without permit
modification. oM i'ar r 4r 0\* D u a yS 014 + f,.S' -I
%Nothing Compares .
State of North Carolina I Environmental Quality I Coastal Management
401 S.Griffin St., Suite 300 I Elizabeth City,NC 27909
252 264 3901

3 fit is determined that additional permanent and/or temporary impacts are necessary that
are not shown on the attached work plan drawing(s)or described in the authorized permit
application, a permit modification and/or additional authorization from the N.C. Division
of Coastal Management(DCM) shall be required. In addition, any changes in the
approved plan may also require a permit modification and/or additional authorization
from DCM. The permittee shall contact a representative of DCM prior to
commencement of any such activity for this determination and any permit modification.
4 's permit does not eliminate the need to obtain any additional state, federal, or local
permits, approvals or authorizations that may be required.
i
5 All conditions and stipulations of the active permit remain in force under this Major
edification unless altered herein.
TE: The permittee and/or his contractor is encouraged to contact the N.C. Division of
Coastal Management Transportation Project Coordinator in Elizabeth City to
���\(\o request a preconstruction conference prior to project initiation.
Nothing Compares!:-..,
State of North Carolina I Environmental Quality I Coastal Management
401 S.Griffin St., Suite 300 I Elizabeth City,NC 27909
252 264 3901

Britting ham, Cathy
From: Daisey, Greg
Sent: Thursday,January 12, 2017 12:04 PM
To: Brittingham, Cathy
Subject: FW: B 2500 Moorings
Attachments: NCDOT B 2500 NWP 33 Temp Moorings.pdf; NWP33_3-23.pdf
Cathy-
USACE review of the mooring situation.
Greg Daisey
Transportation Projects Field Representative Division of Coastal Management North Carolina Department of
Environmental Quality
252 264 3901, EXT. 249
[e-mail]
401 S. Griffin St., Suite 300
Elizabeth City, NC 27909
Email correspondence to and from this address is subject to the North Carolina Public Records Law and may be disclosed
to third parties.
Original Message
From:Wheeler,Tracey L CIV USARMY CESAW(US) [mailto:[e-mail]]
Sent:Tuesday,January 10, 2017 3:59 PM
To:Willis,Thomas C<[e-mail]>
Cc: Ward, Garcy<[e-mail]>; Daisey, Greg<[e-mail]>
Subject: B 2500 Moorings
Clay,The USACE has reviewed your request for authorization to install eight mooring anchors within Pamlico Sound
near Oregon Inlet, Dare County, North Carolina. The mooring anchors will be placed immediately adjacent to the four
moorings permitted in February 2016. The mooring structures, each with a 450 ft radius would be installed near Island
C. All proposed work would be located at least 300 feet away from the shoreline of Island C.This work is consistent with
the terms and conditions of Nationwide Permit 33 Temporary Construction,Access and Dewatering.All terms and
conditions of this permit apply. In addition, no part of the mooring structure may be located within 200 feet of the
shoreline of Island C.All parts of the permitted structure must be removed in their entirety upon project completion.
Action ID: SAW-1993-03077
Please feel free to contact me about this or any other USACE regulated activity.
1

w
U.S. ARMY CORPS OF ENGINEERS
WILMINGTON DISTRICT •
Action Id. SAW-1993-03077 County: Dare U.S.G.S.Quad: NC-OREGON INLET
GENERAL PERMIT(REGIONAL AND NATIONWIDE)VERIFICATION
Permittee: NC Department of Transportation
Clay Willis
Address: 113 Airport Drive
Suite 100
Edenton,NC,27932
Telephone Number:
Size(acres) Nearest Town Manteo
Nearest Waterway Atlantic Ocean River Basin Albemarle-Chowan
USGS HUC 03010205 Coordinates Latitude:35.792961
Longitude:-75.5469871
Location description: All permitted activities would take place within Pamlico Sound near Oregon Inlet at least 300 feet
waterward of the shoreline of Island C in Dare County,North Carolina.
Description of projects area and activity: NCDOT requests authorization to install eight mooring anchors within Pamlico Sound
near Oregon Inlet,Dare County,North Carolina.The m oorinc anchors will be placed immediately adjacent to the four
moorings permitted in February 2016. The mooring structures,each with a 450 ft radius would be installed near Island C.
All proposed work would be located at least 300 feet away from the shoreline of Island C.:
Applicable Law: ❑ Section 404(Clean Water Act,33 USC 1344)
® Sections 10(Rivers and Harbors Act,33 USC 403)
Authorization: Regional General Permit Number or Nationwide Permit Number:NWP 33 Temporary Construction,Access,
and Dewaterine.
SEE ATTACHED RGP or NWP GENERAL,REGIONAL AND 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 and attached information dated 12/12/2016. 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 authorization is modified,suspended
or revoked. If, prior to the expiration date identified below, the nationwide 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 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 permit,will remain authorized provided the activity is completed
within twelve months of the date of the nationwide permit's expiration,modification or revocation,unless discretionary authority has
been exercised on a case-by-case basis to modify,suspend or revoke the authorization.
Activities subject to Section 404(as indicated above)may also require an individual Section 401 Water Quality Certification. You
should contact the NC Division of Water Resources(telephone [phone])to determine Section 401 requirements.
For activities occurring within the twenty coastal counties subject to regulation under the Coastal Area Management Act(CAMA),prior
to beginning work you must contact the N.C.Division of Coastal Management in Elizabeth City,NC,at(252)264-3901.
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 Tracey Wheeler at(910)251-4627 or Tracey.L.Wheelert1 usace.army.mil.
WHEELER.TRACEY.L.1
Corps Regulatory Official: 271895182 ><"' " ""'"" Date: January 10,2017
Expiration Date of Verification: 03/18/2017

1
SAW-1993-03077
Determination of Jurisdiction:
A. ® There are waters,including wetlands, 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.
B. ❑ 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.
C. ❑ 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.
D. ❑ The jurisdictional areas within the above described project area have been identified under a previous action. Please reference
jurisdictional determination issued . Action ID:SAW-
Basis For Determination:
Remarks:
E. Attention USDA Program Participants
This delineation/determination has been conducted to identify the limits of Corps'Clean Water Act jurisdiction for the particular site
identified in this request. The delineation/determination may not be valid for the wetland conservation provisions of the Food Security
Act of 1985. If you or your tenant are USDA Program participants,or anticipate participation in USDA programs,you should request
a certified wetland determination from the local office of the Natural Resources Conservation Service,prior to starting work.
F. Appeals Information (This information applies only to approved jurisdiction determinations as indicated in B and
C above).
This correspondence constitutes an approved jurisdiction determination for the above described site. If you object to this
determination,you may request an administrative appeal under Corps regulations at 33 CFR Part 331. Enclosed you will find a
Notification of Appeal Process(NAP)fact sheet and request for appeal(RFA)form. If you request to appeal this determination you
must submit a completed RFA form to the following address:
US Army Corps of Engineers
South Atlantic Division
Attn: Jason Steele,Review Officer
60 Forsyth Street SW,Room 10M15
Atlanta,Georgia 30303-8801
Phone:[phone]
In order for an RFA to be accepted by the Corps,the Corps must determine that it is complete,that it meets the criteria for appeal
under 33 CFR part 331.5,and that it has been received by the Division Office within 60 days of the date of the NAP. Should you
decide to submit an RFA form,it must be received at the above address by
**It is not necessary to submit an RFA form to the Division Office if you do not object to the determination in this correspondence.**
WHEELER.TRACEY.L.127189518 DDN:Ic=US.o=USGovemEmmtRou DoD,ou=PKI,ou=USA.
Corps Regulatory Official:2 cn=WHEELER.TRACEY L.1271895182
Data 2017.91.16'6f7A7 06139'

4
SAW-1993-03077
Tracey Wheeler
Date of JD: 01/10/2017
Expiration Date of JD:
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/f?p=1 36:4:0.
Copy furnished:
Agent: NC Department of Transportation
Clay Willis
Address: 113 Airport Drive
Suite 100
Edenton.NC.27932
Telephone Number:

SAW-1993-03077
SPECIAL CONDITIONS
No part of the mooring structure may be located within 200 feet of the shoreline of Island C.
USCG had no objection to the placement of the mooring structures.No threat to navigation via email on 30 Nov 2016.

Action ID Number: SAW-1993-03077 County: Dare
Permittee: NC Department of Transportation
Clay Willis
Project Name: NCDOT/NC12/HERBERT BONNER BRIDGE/TIP#B-2500
Date Verification Issued: January 10,2017
Project Manager: Tracey Wheeler
Upon completion of the activity authorized by this permit and any mitigation required by the permit,
sign this certification and return it to the following address:
US ARMY CORPS OF ENGINEERS
WILMINGTON DISTRICT
Attn: Tracey Wheeler
2407 West 5th Street
Washington,North Carolina 27889
Please note that your permitted activity is subject to a compliance inspection by a U. S.Army Corps of
Engineers representative. Failure to comply with any terms or conditions of this authorization may
result in the Corps suspending, modifying or revoking the authorization and/or issuing a Class I
administrative penalty,or initiating other appropriate legal action.
I hereby certify that the work authorized by the above referenced permit has been completed in
accordance with the terms and condition of the said permit, and required mitigation was completed in
accordance with the permit conditions.
Signature of Permittee Date

Brittingham, Cathy
From: Thompson, Steve <[e-mail]>
Sent: Friday,January 13, 2017 3:50 PM
To: Willis, Thomas C
Cc: [e-mail]; Daisey, Greg;Ward, Garcy; [e-mail];
[e-mail]; Brittingham, Cathy; [e-mail]; Hernandez, Pablo
A; Mebane, Charles S; Rivenbark, Chris;Jordan Adams ([e-mail])
([e-mail]) ([e-mail]);[e-mail]; Mark Dowdle; Lynne
Belanich
Subject: Re: Bonner Bridge Modification Request
Clay,
Thank you for your letter request of December 2, 2016, requesting our
comments or concerns concerning small changes in the alignment of the
work trestle, the proposal to open a settlement ("dewatering") basin within
your existing ROW in the event the water jetting may be called for in the
installation of the remaining pilings on the north end and the necessity to
establish 8 additional mooring points to enhance the effectiveness
of tiedown security of barges move to that area in anticipation of storm
events.
We do approve the same. We only ask, as we discussed today, if in fact it
becomes necessary to use the water jetting, NCDOT will alert us in
advance so we will be available to monitor the effectiveness of the basin.
If any of the other agencies expressed any concerns or comments, would
please provide those to us in addition.
Sincerely,
Steve Thompson
Steve Thompson
Bonner Bridge Permit Monitor
Point of Contact B-2500
i

Cape Hatteras National Seashore
1401 National Park Drive
Manteo, NC 27954
Direct: 252-475-9036
Cell: 252-216-6455
On Fri,Dec 2, 2016 at 4:30 PM, Willis,Thomas C <[e-mail]>wrote:
Agencies,
Attached to this email is the Bonner Permit Modification Request,which I have talked to most of you about.
The request is for realignment of the work trestle, changes in pile installation method and additional mooring
points in the Pamlico Sound. A cover letter provides a description of the proposed changes,reasoning and
temporary impact numbers. There will be no change in the permanent impacts originally permitted. Along with
the request are the modified permit drawings,which include the currently permitted trestle alignment and the
proposed alignment in this request. We have also include an update navigational chart that gives the Lat./Long.
locations for the proposed additional moorings and email correspondence for the local USCG Station officer in
charge. Please let me know if you all have any questions regarding the request or need additional information.
Thanks
Clay Willis
NCDOT—Division One
Environmental Supervisor
Office—252-482-1876
Cell—252-312-3692
[e-mail]
Email correspondence to and from this sender is subject to the N.C.Public Records Law and may be disclosed to third parties.
2

From:Willis,Thomas C
Sent: Monday,January 16, 2017 9:39 AM
To: Daisey, Greg<[e-mail]>
Subject: FW: FW: Bonner Bridge Modification Request
Response from USFWS on the bonner modification request.They have no comments on the request and nothing on the
USFWS side is being changed anyway, but they have the information for their files and had a chance to review the
changes.
Steve Thompson sent out an approval email last week(copied DCM), and asked to be kept in the loop, if jetting and
utilization of the basin begins, which we will do.
Let me know if you need anything else on this.
Thanks
Clay
From: Beyer, Arthur [mailto:arthur [e-mail]]
Sent: Tuesday, January 10, 2017 3:07 PM
To: Willis, Thomas C
Subject: Re: FW: Bonner Bridge Modification Request
Thanks Clay - will add that to the files.
On Tue, Jan 10, 2017 at 8:46 AM, Willis, Thomas C <[e-mail]> wrote:
Art and Steve,
Hope you are thawing out today. Everything is still icy on the inland side. I sent this request back in the first of
December and all the changes are all within the existing footprint of the project and no change in permanent
impacts. As with some of the other modifications, I wanted you all to have a copy of them. If you have any
comment on the changes or concern, please let me know.
Thanks
Clay
From: Willis,Thomas C
Sent: Friday, December 02, 2016 4:29 PM
To: [e-mail]; Daisey, Greg; Ward, Garcy; Steve D [e-mail]; [e-mail];
[e-mail]; Brittingham, Cathy; 'rebecca [e-mail]'
Cc: '[e-mail]'; Mebane, Charles S; Rivenbark, Chris; Jordan Adams ([e-mail])
([e-mail]) ([e-mail]); [e-mail]
Subject: Bonner Bridge Modification Request
Agencies,
Attached to this email is the Bonner Permit Modification Request, which I have talked to most of you about.
The request is for realignment of the work trestle, changes in pile installation method and additional mooring
points in the Pamlico Sound. A cover letter provides a description of the proposed changes, reasoning and
temporary impact numbers. There will be no change in the permanent impacts originally permitted. Along with
the request are the modified permit drawings, which include the currently permitted trestle alignment and the
proposed alignment in this request. We have also include an update navigational chart that gives the Lat./Long.
locations for the proposed additional moorings and email correspondence for the local USCG Station officer in
charge. Please let me know if you all have any questions regarding the request or need additional information.

Thanks
Clay Willis
NCDOT—Division One
Environmental Supervisor
Office—252-482-1876
Cell—252-312-3692
[e-mail]
Email correspondence to and from this sender is subject to the N.C.Public Records Law and may be disclosed to third parties

BRAXTON DAVIS
Director
Coastal Management
ENVIRONMENTAL QUALITY
MEMORANDUM
TO: Garcy Ward,DWR,Tracey Wheeler,USACE, Shane Staples,DCM,Travis
Wilson,WRC
CC: Greg Daisey,DCM
FROM: Cathy Brittingham,Transportation Project Coordinator
DATE: January 3,2016
SUBJECT: Permit modification request,TIP No. B-2500, Phase I, Replacement of the
Herbert C.Bonner Bridge over Oregon Inlet,Dare County, CAMA Major
Permit No. 106-12.
•
PROPOSED PROJECT: Change the work trestle alignment(inchiding realignment and addition of 10
temporary docking piles), add another option for pile installation methods(add an
upland dewatering basin to receive jetting spoils,if necessary), and add 8 barge
mooring stations in Pamlico Sound immediately adjacent to the existing 4 barge
mooring stations.
•
Please indicate below your agency's position or viewpoint on the proposed project and return this form as soon
as possible to Cathy Brittingham via e-mail at [e-mail]. If you have any questions
regarding the proposed project,please contact Cathy Brittingham at(919)707-9149 or Greg Daisey at(252)
207-3656. When appropriate,in-depth comments with supporting data are requested.
REPLY This agency has no objection to the project as proposed.
This agency has no comment on the proposed project.
This agency approves of the project, only if the recommended changes are incorporated.
See attached.
This agency objects to the project for reasons described in the attached memo.
r Date AU)7
77,7
State of North Carolina I Environmental Quality I Coastal Management
c/o DWR Wetlands Unit 11617 Mail Service Center I Raleigh,NC 27699-1617
919-707-9149

BRAXTON DAVIS
•
i M
Coastal Management
ENVIRONMENTAL QUALITY
MEMORANDUM
•
TO: Garcy Ward,DWR,Tracey Wheeler,USACE, Shane Staples,DCM,Travis
Wilson,WRC
CC: Greg Daisey, DCM
FROM: Cathy Brittingham, Transportation Project Coordinator
DATE: January 3,2016
SUBJECT: Permit modification request,TIP No. B-2500,Phase I,Replacement of the
Herbert C.Bonner Bridge over Oregon Inlet,Dare County, CAMA Major
Permit No. 106-12.
PROPOSED PROJECT: Change the work trestle alignment(including realignment and addition of 10
temporary docking piles), add another option for pile installation methods (add an
upland dewatering basin to receive jetting spoils,if necessary), and add 8 barge
mooring stations in Pamlico Sound immediately adjacent to the existing 4 barge
mooring stations.
Please indicate below your agency's position or viewpoint on the proposed project and return this form as soon
as possible to Cathy Brittingham via e-mail at [e-mail]. If you have any questions
regarding the proposed project,please contact Cathy Brittingham at(919) 707-9149 or Greg Daisey at(252)
207-3656. When appropriate,in-depth comments with supporting data are requested.
REPLY This agency has no objection to the project as proposed.
This agency has no comment on the proposed project.
This agency approves of the project,only if the recommended changes are incorporated.
See attached.
This agency objects to the project for reasons described in the attached memo.
Signed i tj' `�'�,� Date
Aieh 7
State of North Carolina I Environmental Quality I Coastal Management
c/o DWR Wetlands Unit 11617 Mail Service Center I Raleigh,NC 27699-i 617
919-707-9149

ROY Govern COOPerER
MICHAEL S. REGAN
Secretary
Environmental S.JAY ZIMMERMAN
Quality Director
North Carolina Division of Water Resources
Transportation Permitting Unit
In-Field Minor 401 Water Quality Certification,Buffer Certification and Isolated Water Permit
Modification
Project Name/TIP Project No.:Bonner Bridae,B-2500 Date:02/03/2017
DOT Division:1 County:Dare DWR Project No.I Permit Type:20120629 v.5
DOT Staff:Clay Willis DWR Staff: Garcv Ward •
ACE Staff:NA DWR Regional Office:Washington
Modification Description:
This modification allows for a new alignment of the temporary work trestle and the containment of any potential jetting spoil
material in an upland basin as described in your application dated December 2,2016.
•
•
Modification Sketch:
See the plan sheets submitted with the modification request dated December 2,2016.
This in-field modification is required for the following reason(s):
Nothing Compares
State of North Carolina I Environmental Quality
1617 Mail Service Center I Raleigh.North Carolina 2 7699-161 7

In-Field Modification
Page 2 out of 3
❑ The information contained in the application or presented in support thereof is incorrect in the
following manner:
Conditions under which the original certification was issued have changed in the following manner:
Demolition of the current bridge will no longer be conducted from the work trestle and water
depths have decreased near bent 40.
This in-field modification is valid only if issued by an authorized agent of the Division of Water Resources,
Transportation Permitting Unit 1.
This in-field modification authorizes the NCDOT to
construct the work trestle on a new alignment and store letting spoil material in an upland basin
as necessary for the replacement of Bonner Bridge in Dare County. The project shall be constructed
as described in the Modification Description and Sketch on Page 1 of this document dated 02/03/2017 to
improve/construct Bonner Bridge across Oregon Inlet.The approved design is that described in the
• Modification Description and Modification Sketch on Page 1 of this document dated 02/03/2017. Any
further changes to the original Water Quality Certification dated 09107/2012 may require a formal written
modification request.
The description of the proposed action provides adequate assurance that the proposed action in the
Pasquotank River Basin in conjunction with the proposed development will not result in a violation of
applicable Water Quality Standards and discharge guidelines. Therefore,the State of North Carolina
certifies that this activity will not violate the applicable portions of Section 301, 302, 303, 306,307 of PL
92-500 and PL 95-217 if conducted in accordance with the application and conditions hereinafter set
forth. Should your project change,you are required to notify the DWR 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 conditions. For this approval to remain valid,you are required
to comply with all the conditions listed below. In addition,you should obtain all other federal,state,or
local permits before proceeding with your project including(but not limited to)Sediment and Erosion
control, Coastal Stormwater, Non-discharge and Water Supply watershed regulations. This Modification
Approval shall expire on the same day as the expiration date of•the corresponding Corps of Engineers
Permit.
Conditions(s)of Modification Approval:
1. As-built drawings of the proposed action shall be submitted to the NC DWR Transportation
Permitting Unit within 30 days of completion of the action.
2. All the authorized action activities and conditions of the certification associated with the original
{ Water Quality Certification dated 09/07/2012 and all other corresponding modifications dated
11/06/2015,02/25/2016,and 09/30/2016 still apply except where superseded by this certification.
Additional Conditions:
3.If pile jetting is required;under no circumstances is jetting spoil allowed in jurisdictional wetlands. Any spoil
•
material must be contained and properly disposed of in an upland area.
4.Should a loss of jetting spoil material occur in jurisdictional wetlands,all material shall be immediately removed and
disposed of properly.
1

In-Field Modification
page 3 of 3
Failure to construct the proposed action as described in the Modification Description and Sketch on
Page 1 of this document and/or violations of any condition herein set forth may result in revocation of this
modification approval and may result in criminal and/or civil penalties. This modification approval shall
become null and void unless the above conditions are made conditions of the Federal 404 and/or Coastal
Area Management Act Permit. If the Corps of Engineers requires a formal written modification to the 404
permit for the proposed action, the NC DWR must require a formal written modification to the 401 WQC,
and therefore, this in-field modification is invalid. If additional(wetland,stream,buffer)impacts for this
project(now or in the future)exceed (one acre,150 linear feet,or one-third of an acre1150 linear feet,
respectively), or if mitigation is required above and beyond the current mitigation requirement for this
project, this in-field modification is invalid and a formal written modification is required.
This in-field modification is effective upon the date the last party signs this document. This in-field
modification is made upon mutual agreement between DOT and DWR as indicated by the signatures
below and is, therefore, not subject to appeal by either party. Appeals by third parties must be made
within sixty (60) days of notification pursuant to the contested case provisions of the Administrative
Procedure Act, NC Gen. Stat. §150B-23 et seq.
DWR Staff Signature: 4:70''�r � c d
Date: /3/i 7
A
DOT Staff Signature: �,�f 4�
4-r--
Date:
02/��
Staff Signature:
Date: •
•
•
1-An authorized agent of the Transportation Permitting Unit is defined as DWR staff that are DOT-funded and
review and issue 401 Water Quality Certification for DOT projects. These staff include Central Office and Regional
Office personnel.
•
•
•

Brittingham, Cathy
From: Ward, Garcy
Sent: Friday, February 03, 2017 2:33 PM
To: Willis, Thomas C
Cc: Daisey, Greg; Biddlecome, Bill; Brittingham, Cathy;Ward, Garcy
Subject: B-2500 additional mooring locations
Clay,
I've reviewed your modification request dated December 2, 2016 for 8 additional barge mooring locations in Pamlico
Sound associated with the replacement of Bonner Bridge. Water Quality Certification No. 3893 corresponds to the
Corps NW 33 and is issued for this activity(DWR project#20160186 v.2). Written approval is not required for use of this
certification provided all the conditions can be met. If any of the conditions cannot be met, written approval may be
required. Let me know if you have any questions. Thanks.
Garcy
1

Brittingham, Cathy
From: Brittingham, Cathy
Sent: Tuesday, February 07, 2017 4:28 PM
To: Melissa Sebastian
Cc: Greg Daisey;Yvonne Carver
Subject: DOT permit fee billing request
Attachments: DOT PERMIT FEE BILLING REQUEST.doc
Hi Melissa,
Please see attached.
Thanks,
Cathy
Cathy Brittingham,Transportation Project Coordinator
N.C. Division of Coastal Management
[phone] phone
cathy.brittingham(a,ncdenr.gov
Mailing Address:
c/o DWR Wetlands Unit
1617 Mail Service Center
Raleigh,NC 27699-1617
Physical Address:
512 North Salisbury Street
Archdale Building
12th Floor, Room 1204G
Raleigh,NC 27604
Please visit www.nccoastalmanaaement.net to subscribe to Coastal Management's quarterly newsletter,the CAMAgram.
E-mail correspondence to and from this address may be subject to the North Carolina Public Records Law and may be disclosed to
third parties
1

DOT PERMIT FEE BILLING REQUEST
Date: 2/6/17
To: Melissa Sebastian
CC: Greg Daisey
From: Cathy Brittingham
Transfer Amount: $100.00
Project Description: (a) changes to the work trestle alignment from Bent 65 to Bent 39,
including installation of 10 temporary docking piles; (b)construction of an upland
dewatering basin with dimensions of 185 x 36 x 3 feet to receive jetting spoils, if
necessary for pile installation;and(c)construction of 8 temporary barge mooring stations
with a radius of 450 feet each in Pamlico Sound for securing work barges and vessels.
Project Location: N.C. Department of Transportation, TIP No. B-2500 Phase I,
Replacement of Herbert C. Bonner Bridge over Oregon Inlet, on NC Highway 12, Dare
County,NC.
DCM Permit Type and Number: Minor Modification, 106-12
Fee Division if Applicable: (record amounts to be split with DWR, if applicable)
DCM: 100%
DWR: 0%
WBS Element Number: 32635.1.4

0- 500 6425-C_
Brittingham, Cathy
From: Daisey, Greg
Sent: Friday, October 07, 2016 11:22 AM
To: Huggett, Doug; Brittingham, Cathy
Subject: FW: Bonner and New Inlet Storm Preparations Oct 4, 2016 Update
Attachments: Oct 6 &7, 2016 Bonner.pdf
Update from NCDOT regarding both Bonner Bridge and New Inlet Bridge pertaining to this weekend.
Greg Daisey
Transportation Projects Field Representative
Division of Coastal Management
North Carolina Department of Environmental Quality
252 264 3901, EXT. 249
Greg.Daisey(a.ncdenr.gov
1367 US Hwy 17 South
Elizabeth City, NC 27909
0 -2"Nothing Compares
Email correspondence to and from this address is subject to the
North Carolina Public Records Law and may be disclosed to third parties.
From:Willis,Thomas C
Sent:Tuesday, October 04, 2016 5:15 PM
To: Daisey,Greg<[e-mail]>
Subject: FW: Bonner and New Inlet Storm Preparations Oct 4, 2016 Update
Update on project preparation for storm.See email below.
Clay
From: Hernandez, Pablo A
Sent: Tuesday, October 04, 2016 3:40 PM
To: Jennings, Jerry D; Mebane, Charles S; Roper, Anthony W; Willis,Thomas C; Ryder, Jeffrey D; Proctor, Michael;
Meister, Nicole D; Thompson, Steve; Beyer, Arthur; Drew Pearson (drew.pearson(adarenc.com); Reed, Charles T LT
Cc: Venckauskas, Adam M; Gajowski, Robert W; Crank, Jonathan D; Ward, Samuel S; Perry, Jonathan T; Metcalfe,
Johnny; Jeff Moore; Sean Bush; Duane Roy; Clay Wisniewski; Terry Jackson (Jackson@ taloving.com)
Subject: Bonner and New Inlet Storm Preparations Oct 4, 2016 Update
Here are summaries of Hurricane Matthew preparations for the Bonner Bridge and New Inlet Bridge Projects as of
Tuesday Oct 4th
1

Bonner Bridge
PCL started moving barges away from the existing Bonner Bridge late yesterday afternoon. They also removed the
concrete seal slabs that were positioned on the piles driven for the new Bent 23. These seal slabs were not
permanently affixed to the piling and wave action could damage the slabs and piles.
As of this email all the crane and support barges have been moved from close proximity of the bridge.
The current plan is to move the support barges and three of the crane barges and to the Pamlico Sound Mooring.
Approx. 7.8 miles SW of Bonner Bridge.) The 4th crane barge,the largest in the fleet, will be spudded and anchored on
the back side of the north end of Pea Island, i.e. adjacent to Davis Slough/Channel on back side of Pea Island).
Barges will be staged at the south end and/or Island C mooring piles prior to transit to the Pamlico Sound mooring
location.
South End land crane will be boomed down. The boom tip will be placed on top of stacks of crane mats.
North End land cranes will be positioned on higher ground near the north end of the existing bridge and the booms will
be boomed down onto concex boxes and/or crane matts.
North End work trestle cranes will be boomed down onto conex boxes and crane mates.
Project Wide:
• North and South Land Cranes will be used to hoist and stack various materials to be secured or tied down.
• PCL hope to complete all crane hoisting operations Wednesday afternoon.
• Small equipment will be moved to the warehouse storage near Dare County Airport.
• Fuel storage tanks will be moved to the warehouse or staged on the work trestle.
• Traffic drums, signs and message boards will be taken down in a staged/staggered manner over the next few
days, (i.e. pull ever other drum first cycle, every other drum next cycle & repeat).
• The goal is to have all items tied down, moored, secured by COB on Thursday.
Pea Island New Inlet
The 2 land cranes will be positioned to high ground (relatively speaking)away from the existing metal bridge & breach
site.
Crane and truck mats will be stacked and secured together and anchored.
Jetting water line will be secured as best as possible. Jetting water tanks will be filled with water and left in place.
10 tractor trailers that are loaded with cored slabs that are on the project will be relocated to Plymouth or other
Small equipment&supplies will be repositioned to high ground away from the bridge or removed from the project
limits, or put on top of the new structure.
Fuel storage tanks will be removed from the project limits.
Traffic drums, signs and message boards will be taken down in a staged/staggered manner over the next few days (i.e.
pull every other drum first cycle,every other drum next cycle& repeat).
The goal is to be complete with all storm preparations Thursday afternoon or Friday morning.
2

Summary.
Both projects have been very cooperative in their preparations and discussions with my staff. Both projects have been
advised to treat everything as if it can float, wash away, or blow away in their preparations. Also both projects have
been advised to secure equipment& materials such that they do not pose a hazard to existing infrastructure.
The plans, items, goals that I have mentioned above are subject to revision as the preparation evolve. I will advise you
of any major revisions.
If you have any questions or concerns please feel free to contact me.
Pablo.
Pablo Hernandez, PE
Resident Engineer
NCDOT Division One
252 473 3637 office
252 423 0114 mobile
[e-mail]
349 Water Plant Road, Unit B
Manteo, NC 27954 -9260
Nothing Compares_
Email correspondence to and from this address is subject to the
North Carolina Public Records Law and may be disclosed to third parties.
Email correspondence to and from this sender is subject to the N.C.Public Records Law and may be disclosed to third parties.
3

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Brittingham, Cathy
From: Daisey, Greg
Sent: Tuesday, November 01, 2016 9:38 AM
To: Brittingham, Cathy
Subject: FW:Temporary Storage area for hollow steel casing piles
Attachments: storage_area_photojpg; storage_area_photo5_postremoval jpg; storage_area_photo6
_postremoval jpg
Cathy—
Update related to the temporary storage of the casing piles.
Greg Daisey
Transportation Projects Field Representative
Division of Coastal Management
North Carolina Department of Environmental Quality
252 264 3901, EXT. 249
Greg.Daisey(ancdenr.gov
1367 US Hwy 17 South
Elizabeth City, NC 27909 NC /'Nothing Compares,,._
Email correspondence to and from this address is subject to the
North Carolina Public Records Law and may be disclosed to third parties.
From: Willis,Thomas C
Sent:Tuesday, November 01, 2016 9:08 AM
To: Daisey, Greg<[e-mail]>
Subject: Temporary Storage area for hollow steel casing piles
Greg,
I wanted to forward these photo's of the area used as temporary storage for the casing piles. It looks like the first use of
the area resulted in very little noticeable impact. We will continue to monitor these areas in the future.
Sorry to hear about your mold problem in the office, sounds like a mess.
Clay
NCDOT—Division One
Environmental Supervisor
Office—252-482-1876
Cell—252-312-3692
1

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