NCDOT 106-12 Minor Mod 2014 B2500-A

Permit Class ) �zl Permit Number
MODIFICATION/MINOR 106-12
STATE OF NORTH CAROLINA
Department of Environment and Natural Resources
and
Coastal Resources Commission
cxmit
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, Suite 100,Edenton,NC 27932
Authorizing development in Dare County at Pea Island Breach Site on NC Highway 12,
as requested in the permittee's application dated 3/24/14&3/27/14, including attached
utility workplan drawings(6):U0-7 thru U0-12 dated rcvd 3/31/14;and attached Figures 1 thru 7(7)rcvd 3/31/14.
This permit, issued on April 22,2014 , 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.
1) Unless specifically altered herein, this Minor Modification authorizes the following: (a) a change in
the bridge construction technique at the Pea Island Breach Site by eliminating construction of the
previously authorized temporary work bridge, and instead operating from a temporary 12-foot wide
timber mat access placed within the existing right of way; (b) Operation of a crane on timber mats
outside of the existing right of way to lift and set girders; (c) Elimination of jetting water intake point
#10, (d) Addition of jetting water intake point#17; (e) Extending the length of jetting water intake
point#16; and(f) Revised utility workplan drawings, all as indicated on the attached workplan
drawings.
(See attached sheets for Additional Conditions)
This permit action may be appealed by the permittee or Signed by the authority of the Secretary of DENR and the
other qualified persons within twenty(20) days of the issuing Chairman of the Coastal Resources Commission.
date. An appeal requires resolution prior to work initiation or
continuance as the case may be.
411
This permit must be accessible on-site to Department //
personnel when the project is inspected for compliance. ✓ .�
Braon C. Davis, Director
Any maintenance work or project modification not covered
hereunder requires further Division approval. Division of Coastal Management
All work must cease when the permit expires on This permit and its conditions are hereby accepted.
No expiration date,pursuant to GS 136-44.7B
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

............................
N.C. Department of Transportation Permit No. 106-12 I
Page 2 of 3
ADDITIONAL CONDITIONS
NOTE: The changes in construction authorized by this Minor Modification are anticipated to reduce
environmental impacts due to reduced total construction time, reduced placement of temporary
pilings, reduced amount of jetting, relocation of jetting water intakes to environmentally less
sensitive areas, and reduced routing of piping for jetting intakes through coastal marsh.
2) All equipment and timber mats shall be removed within 12 hours of receiving a weather forecast that
suggests the Pea Island Breach Site may become inundated with water from the ocean or sound.
3) Storage of equipment and materials within the Pea Island Breach Site shall be limited to upland areas
and only those items that will be used readily and only for the current tasks at hand.
4) The authorized timber mat access shall not result in any permanent or temporary impacts to wetlands or
waters of the State, without permit modification.
5) Construction staging areas shall be located only in upland areas, and not in wetlands or waters of the
State.
6) All construction access shall be through the use of the timber mat access, existing bridge, temporary
detour roadway, the partially constructed new bridge, and/or existing high ground areas.
7) All temporary structures shall be removed in their entirety as soon as practicable. This condition applies
to the authorized timber mats and associated materials.
Jetting Intake Structures
8) Jetting water intake piping shall be attached to temporary wooden stakes with guy lines to limit pipe
swing in order to ensure it is not a hazard to navigation. It shall also be marked with floating buoys at
every 100' to clearly identify it in the water.
9) In accordance with commitments made by the permittee,the jetting intake screens shall be inspected and
serviced at the beginning of every shift.
10) In accordance with commitments made by the permittee, the permittee shall coordinate with the United
States Fish and Wildlife Service(USFWS) staff to determine the specific location of the Site 17 jetting
water intake pump and associated piping.
11) In accordance with commitments made by the permittee, the jetting water intake pumps shall not be
operated if adjacent water levels fall below 2.0 feet of normal water level.
12) During construction, the permittee shall exercise all available precautions to ensure that the authorized
jetting water intake structures and associated equipment do not pose a hazard to navigation.

N.C. Department of Transportation Permit No. 106-12
Page 3 of 3
ADDITIONAL CONDITIONS
General
13) The permittee shall provide the public with adequate notice that access to the public boat ramp near the
Pea Island Breach Site will be closed during construction. The notice shall include an estimate of the
amount of time that access to the public boat ramp will be closed.
14) The permittee shall minimize the need to cross wetlands to the maximum extent practicable.
15) 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 the N.C. Division of Coastal Management(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.
16) Nothing in this Minor Modification authorizes any activity that has not received approval from USFWS
for work within the Pea Island National Wildlife Refuge (PINWR). The proposed work shall not
commence until the permittee has been issued a Special Use Permit from the USFWS, if required, and a
copy of the Special Use Permit is received by DCM.
17) DWR authorized the proposed project on 4/10/14 with a modification of the 401 Water Quality
Certification (DWQ Project No. 20130144 v.4). Any violation of the Certification approved by DWR
shall be considered a violation of this Minor Modification.
NOTE: This Minor Modification does not eliminate the need to obtain any additional state, federal or
local permits, approvals or authorizations that may be required.
18) This Minor Modification shall be attached to the original of Permit No. 106-12, which was issued on
9/19/12, as well as the Major Modification of Permit No. 106-12 authorizing construction of TIP No. B-
2500A, which was issued on 4/26/13, as well as the Major Modification that was issued on 10/17/13,
and copies of all documents shall be readily available on site when a Division representative inspects the
project for compliance.
19) All conditions and stipulations of the active permit remain in force under this Minor Modification unless
altered herein.
04000040CW..

RECEIVED.
d 4ATE
4 ki1 MAR 282014
wM �"
.l��. DIV OF COASTAL MANAGEMENT
RALEIGH
STATE or NORTH CAROLINA
DEPARTMENT OF TRANSPORTATION
Pat McCrory Tony Tata
GOVERNOR SECRETARY
March 27, 2014
Stephen Lane
NC Division of Coastal Management
400 Commerce Avenue
Morehead City,NC 28557
Subject: Request a Permit Modification to CAMA Major Permit# 106-12 for a change in
construction technique and temporary construction access, as illustrated on the provided
drawings.WBS #32635.1.1
Dear Mr. Lane,
The North Carolina Department of Transportation is requesting a permit
modification to permit# 106-12. This modification is being requested following the
contractors request to change the New Inlet Bridge construction technique.The contractor
(Parsons)has determined that utilizing the current filled in sand flat area(inlet)to install
bridge pilings,bent construction and girder erection will likely eliminate approximately 4
months of construction time,within the sensitive Inlet area. Their proposal eliminates
construction of a temporary work bridge. In lieu of the construction bridge,they propose
to place temporary wooden mats along the alignment, as illustrated on the provided work
plats. The construction equipment can operate from the wooden mats and traverse from
south to north,as progress is made at each bridge span. All of the proposed work will
take place within the existing NCDOT R-O-W, with the exception of the girder
placement. This process will require a crane to temporarily move outside the R-O-W for a
3-4 day time period to lift and set the girders. The crane will only be moved outside the
R-O-W when necessary. This operation will move from south to north and once girder
placement for a span is completed, access beyond NCDOT R-O-W will no longer be
needed. A schematic is provided in Figure 4 that describes this process.
In addition to the proposed construction technique modification,the contractor is
requesting an adjustment at water intake point# 16 (boat ramp),due to water depth
constraints. An adjustment is also needed at water intake point# 10(inlet), which is no
longer viable, due to the inlet filling in with sand. Point# 17 is now being proposed at a
location,just north of the inlet, within a man-made canal bordering the USFWS
dike/service road. With the allowance of these proposed modifications at point# 16, and
# 17,the contractor hopes to eliminate the need for site# 15, but would prefer to retain
this location for a reserve water in-take source.
113 Airport Dr., Suite 100, Edenton,NC 27932—Phone: [phone] Fax: [phone]

A detailed request was prepared by Quible& Associates Environmental
Consultants on behalf of Parsons Contracting. Along with this letter a copy of their
permit modification,plan sheets,and illustrating photographs are provided.
If you have questions or need additional information,please call me at(252)482-
1876 or 252-339-0112.The permit fee can be charged to WBS#32635.1.1
Sincerely,
Jerry Jennings
Division One Engineer D,�;,
Clay Willis ZIL^" " _
Division One Envi nmental Officer
Cc: Tracey Wheeler,USACOE
David Wainwright,NCDWR
Garcy Ward,NCDWR
Dennis Stuart,USFWS
Michael Turchy,NCDOT
Pablo Hernandez, P.E.NCDOT
Shawn Mebane,P.E.NCDOT
113 Airport Dr.,Suite 100,Edenton,NC 27932—Phone: [phone] Fax: [phone]

aD,
Since 1959
Permit Modification Request
Contract ID C203171
WBS# BRNHF-0012(55)
Dare County (B2500A)
Long Term Improvements (Phase II)
Pea Island on NC-12
Prepared for:
PARSONS 26200 West Vista Dr. RECEIVED
Waves, NC 27982
Mobile — 330 620 9242 2 8 2014
[e-mail]
And: DIV. OF COAST MANAGEMENT
LEIGH
P.A. (Pablo) Hernandez, PE
Resident Engineer's Office - Manteo
349 Water Plant Rd, Unit B
Manteo, NC 27954
Prepared by:
Quible & Associates, P.C.
Engineering Environmental Sciences Planning Surveying
P.O. Drawer 870
Kitty Hawk, North Carolina 27949
[phone] Fax [phone]
E-mail [e-mail]
Project Number: P13141
February 24, 2014
Rev. March 13, 2014-NC DOT Comments
March 26, 2014-NC DOT Comments

Permit Modification Request-Substructure
Contract ID C203171 Long Term Improvements(Phase II) to
WBS# 32635.3.FR6 Pea Island on NC-12
F.A. #BRNHF-0012(55) March 26, 2014
Dare County(B2500A)
TABLE OF CONTENTS
1.0 INTRODUCTION
2.0 SUBSTRUCTURE AND GIRDER ERECTION CONSTRUCTION METHODOLOGY
2.1 TIMBER MAT TRUCK LANE
2.2 TIMBER MATS-CRANE AND PILE DRIVING E C E I V
2.3 SUBSTRUCTURE OPERATION
2.4 GIRDER ERECTION
2.5 SUPERSTRUCTURE OPERATION MAR 2 8 2014
3.0 ALTERNATIVE WATER INTAKES DIV. OF COASTAL MANAGEMENT
3.1 NEW INLET INTAKE EXTENSION RALEIGH
3.2 PROPOSED SITE 17 INTAKE
FIGURES
1-RELEVANT PORTION OF USGS-PEA ISLAND (WITH PROJECT AREA IDENTIFIED)
2-EXISTING CONDITIONS
3-CONSTRUCTION ACTIVITIES
4-GIRDER ERECTION SEQUENCE
5-SITE 15 WATER DEPTHS
6-SITE 16 WATER DEPTHS AND INTAKE EASEMENT
7-SITE 17 WATER DEPTHS
ATTACHMENTS
ATTACHMENT 1-PROJECT SCHEDULE
ATTACHMENT 2-ALTERNATE PROJECT SCHEDULE (TEMPORARY BRIDGE
CONSTRUCTION)
ATTACHMENT 3-PHOTOGRAPHS
REFERENCES
1. Addendum No. 1 Contract ID C203171; WBS#32635.3.FR6; F.A. #BRNHF-0012(55)
Dare County (B2500A). Long Term Improvements (Phase II) to Pea Island on NC-12
Revision No. 1 dated 11-1-13.
2. USACE Action ID SAW 2013-01039. Nationwide 14 Permit issued October 24, 2013.
3. NC DENR WQP 401 Water Quality Certification No. 20130144v.3.
4. NC DENR Division of Coastal Management Permit 106-12 and subsequent
Modifications (2).
5. United States Department of the Interior/USFWS Special Use Permit SUP 2013-003.
1

Permit Modification Request-Substructure
Contract ID C203171 Long Term Improvements(Phase II) to
WBS# 32635.3.FR6 Pea Island on NC-12
F.A. #BRNHF-0012(55) March 26, 2014
Dare County(82500A)
1.0 INTRODUCTION
Conditions in and around the Pea Island (New) Inlet Project Area (Figure 1-Relevant portion
of USGS Topographic Map-Pea Island) have changed substantially since the permit was
written. Most notably, the Inlet (breach) has shoaled in and only has very shallow water that
rarely and temporarily connects the sound and ocean during sustained nor'easters and
potentially during high wind tide events (see Attachment 3-Photographs page 3) for a recent
aerial provided by NC DOT). Therefore, Parsons is requesting a permit modification that will
allow timber mat access inside the permitted Right of Way (ROW) during substructure
construction and up through the girder erection phase as opposed to constructing a temporary
work bridge east of the existing temporary bridge now being used. In addition, it is necessary to
permit alternate water intake sites to provide adequate water for jetting piles.
The idea of accessing the permitted ROW with timber mats was discussed in general with the
regulatory community in a meeting on February 12, 2014. Representatives of Parsons, NC
DOT and USFWS met at the breach to discuss the requested methodology changes on the
following Friday- February 14, 2014. A proposed modification request was sent to NC DOT on
February 24, 2014. NC DOT distributed the request to USFWS and provided additional
feedback and comments to Parsons. The comments from the regulatory community and
particularly the NC DOT and USFWS have been incorporated into this request, and Parsons
has worked to avoid and minimize impacts associated with the construction methodology
change. Proposed methodology changes are shown on the attached Figure 2. Parsons is
committed to avoiding and minimizing impacts and will work closely with NC DOT, USFWS and
other regulatory agencies to that end.
Overland access via mats is preferred to construction of a temporary bridge alongside the
proposed new permanent bridge alignment. Benefits of this construction methodology change
include a reduction in overall time needed to complete the project—it is estimated that this
change in methodology will save nearly four months of construction time. This savings in time
will significantly reduce impacts to within the sensitive inlet area. The attached construction
sequence schedule (Attachment 1) indicates that the bridge substructure construction (to
include girder erection) can be completed within four months of project initiation. In addition,
the elimination of the work bridge will not require any pilings to be driven that need to be
removed at a later date. This will negate the potential for broken pilings and lasting impacts in
the area of the breach. A construction schedule for erection of a temporary bridge (trestle) has
been generated for comparison and is attached as Attachment 2.
Pile jetting was chosen in the permit as the method for installation of the bridge piles. To
achieve this, ample water (minimum of 2.0 feet) is required for the pump intakes. Three sites
were selected and permitted. These sites are listed within the permits and shown on the
attached Figure 1-Relevant portion of USGS Topographic Map-Pea Island. Site 10 was the
breach/"New Inlet", which has completely closed. Site 16 is the New Inlet Boat Ramp
(inadequate water within granted ROW) and Site 15 is the Wreck Creek Jetting Intake.
The permitted easement at the New Inlet Boat Ramp only extends to the end of the
paved/improved section of the ramp and there is only one (1.0) feet of water in this location
during periods of normal water level (NWL). Site 10 is no longer viable and Site 15 is very far
R ELIVED
2
MAR 18 1014
DIV. OF COASTAL MANAGEMENT
RALEIGH

Permit Modification Request-Substructure
Contract ID C203171 Long Term Improvements(Phase II)to
WBS# 32635.3.FR6 Pea Island on NC-12
F.A. #BRNHF-0012(55) March 26, 2014
Dare County(B2500A)
from upland staging areas, requires crossing Section 404 wetlands (coastal and non-coastal
with only hand clearing and foot access allowed) and does not directly connect with the Sound
during periods of low wind tide. Site 15 is the only currently viable site and is the least desirable
as access involves routing piping through coastal marsh. This modification request includes a
request for an additional water intake at Site#17.
2.0 SUBSTRUCTURE AND GIRDER ERECTION CONSTRUCTION METHODOLOGY
Parsons is requesting permission to use timber mats within the ROW as shown on the attached
Figure 3 and as discussed in detail below. The proposed methodology also requires that
cranes be allowed to walk around bents using timber mats for girder erection.
2.1 TIMBER MAT TRUCK LANE
A 12 feet wide timber mat access is requested to allow for delivery (by truck) of
construction materials. This matting alignment will be emplaced at the beginning
of the project and can be moved rapidly (within 12 hours) to secure mats or
equipment in the event of a storm or other occurrence that requires removal of
materials from the area.
Materials storage within the breach will be limited to those materials that can be
used readily and only for the current task(s) at hand. All personnel will be trained
and informed of the sensitive nature of the working environment. Parsons will
work closely with USFWS to understand nesting bird requirements, follow all
instructions from the Refuge staff and fulfill all permit conditions. Parsons will not
store materials within the area of the breach identified as the "Relict Channel"
and as defined in the permit drawings and on the drawings included in this
modification request.
Please note, the proposed mat alignment providing conventional truck access is
entirely within the existing permitted ROW as shown in detail on the attached
Figure 3.
2.2 TIMBER MATS CRANE AND PILE DRIVING
Figure 3 shows the general footprint of a crane and associated mats moving
between the bents within the existing ROW and how the mats will be used and
placed as the project progresses. In general, the sequence involves beginning
construction on the southern end and moving north. It is estimated that it will
take one week to install pilings at each bent location. Timber mat location for the
piling installation and substructure installation is shown on Figure 3. It is
estimated that it will take approximately six weeks per bent to construct the
substructure.
2.3 SUBSTRUCTURE OPERATION
Substructure construction will require the use of timber mats and moving within
the existing ROW as shown on the attached Figure 3. The equipment that will
be used for this task is capable of moving around the pilings without encroaching
into any areas outside of the permitted 100' ROW. Timber mats will be moved
with the crane and formwork with an overall footprint measuring approximately
2,200 square feet at any one time. R E c E I `yI E ID
3
MAR 2 8 2014
DIV. OF COASTAL MANAGEMENT
RALEIGH

Permit Modification Request-Substructure
Contract ID C203171 Long Term Improvements(Phase II) to
WBS# 32635.3 FR6 Pea Island on NC-12
F.A. #BRNHF-0012(55) March 26, 2014
Dare County(B2500A)
Substructure operation is expected to take approximately six weeks per bent.
Substructures should be completed by the end of June (Attachment 1-Project
Timeline).
2.4 GIRDER ERECTION
Using the proposed construction methodology (not building temporary work bridge)
girder erection requires that a crane be allowed to move between and around the bents
to erect the girder system. Each span will take approximately three (3) days to erect.
Typically, the crane and timber mats will be outside of the permitted ROW for about one
or two days with a maximum of 3,640 square feet of timber mat needed as the crane
moves around the bents. Detailed girder sequencing is shown on the attached Figure 4.
2.5 SUPERSTRUCTURE OPERATION
The construction methodology for superstructure construction will be achieved using a
combination of top down and conventional construction techniques within permitted
ROW and as allowed under the current permits and any subsequent modifications as
allowed.
3.0 ALTERNATIVE WATER INTAKES
Detailed water depth surveys have been performed at the three water intake sites specified in
the permit. Copies of these surveys are included with this document:
Figure 5 (Site 15);
Figure 6 (Site 16); and
Figure 7 (Site 17)
Based on the shoaling and subsequent closing of the New Inlet/Breach and the measured
shallow water depths at the New Inlet Boat Ramp (Site 16), Parsons is requesting that an
additional water intake location be permitted. In addition, it is requested that piping be allowed
to extend out into Pamlico Sound to allow for adequate water intake depths at Site 16 (Figure
6). The pumps will operate best with a minimum of two (2.0) feet of water. Wind tides in the
area of Site 16 can fluctuate as much as 1.25 feet. Therefore, a minimum depth of 3.25 feet is
desired for constant delivery of water.
Parson's has determined that a viable source of water may exist in a location that was
suggested by NC DOT staff during an on-site meeting on February 14, 2014. This location is
referred to as Site 17 on the attached Figure 7, and extends from an already permitted "pull in"
access at a maintained USFWS path along the south side of the southern waterfowl
impoundment nearest the breach.
In addition to the newly proposed Site 17, the New Inlet Boat
Ramp can be used for water intake provided that an intake pipe can be extended out into the
Sound (approximately 1000' with no part of the pipe more than 150 feet from the shoreline) as
shown on the attached Figure 6.
3.1 NEW INLET INTAKE EXTENSION
During NWL conditions, and especially during northeast and north dominated wind
events, there is not sufficient water depth within the permitted ROW at the New Inlet
-,- 7 io Rarripktcacrmodate an intake pump (please see Attachment 3-Photographs).
MAR 2 8 2014 4
DIV. OF COASTAL MANAGEMENT
RALEIGH

Permit Modification Request-Substructure
Contract ID C203171 Long Term Improvements(Phase II)to
WBS# 32635.3.FR6 Pea Island on NC-12
F.A. #BRNHF-0012(55) March 26, 2014
Dare County(82500A)
As permitted, the ROW ends at the ramp and the water depths are less than -1.0' at
normal water level (NWL). Parsons is requesting that an intake and associated piping
be allowed to be extended as shown on the attached Exhibit 8.
Intake piping will consist of floating 8"-12" HDPE pipe (dependent on pump requirements
and permitted distance) with buoys tied every 100 feet or more frequently if deemed
necessary. In addition, the piping will be anchored or attached to temporary wooden
stakes (whichever is preferred) with guy lines attached to piping to limit pipe swing. The
piping and pump will be serviced daily and inspected at the beginning and end of each
shift. It is also expected that the screen at the intake will need to be serviced at the
beginning of each shift.
All required entrapment, entrainment and impingement precautions (0.5 cfs with 1 mm
screen opening—or other allowable materials and pump speeds as allowed and
negotiated with NC Division of Marine Fisheries) will be met and as specified by the NC
Division of Marine Fisheries (NC DMF). In addition, all permit conditions will be strictly
adhered to.
3.2 PROPOSED SITE 17 INTAKE
An alternative intake is proposed as shown on the attached Figure 7. This intake was
reviewed in the field by USFWS staff on Friday, February 14, 2014. Initially, it was
believed that there was an open water connection to the sound. However, a detailed
water depth survey on February 17, 2014 revealed that the proposed Intake 17 is not
directly connected to the Sound. This location is ideal in its proximity, ease of access,
and limited environmental impact (along maintained road and not directly connected to
the Sound). Parsons respectfully requests that this location be allowed to be used for
jetting water intake as shown on the attached Figure 7. Please note, no wetlands will be
impacted and the location of the pump, piping etc... will be sited with the assistance of
USFWS staff to provide continued unimpeded access to the refuge and allow for any
necessary maintenance of the access/path that USFWS requires.
The pump intake will be positioned vertically in the water column a minimum of 2.0 feet
above the substrate and sited in approximately 3.0 feet of water. The pump will not
operate if the water level drops below 2.0 feet. Pumps are expected to run in short 2-3
hour bursts 1-2 times a day and will not run for lengthy periods of time.
RECEIVED
MAR 282014
DIV. OF COASTAL MANAGEMENT
RALEIGH
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ri DRAWN BKW DATE 19FEB2014 REV. DESCRIPTION BY DATE
) PEA ISLAND
a DESIGNED DATE A FOR DISCUSSION 61 BKW 19FEB2014 PEA ISLAND NEW INLET LOCATION
d CHECKED DATE C UPDATED BKW 21FEB201a PARSON NCDOT GENERAL ARRANGEMENT
. _
DARE COUNTY, NC
L.Y. APPROVED DATE D UPDATED iii MRD 26MAR2014 822-PI-020

j-EXISTING ROW TIMBER MAT
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TIMBER MATS [ STORAGE TANK
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SPOILS
CONTAINMENT CRANE
TIMBER MATS
HDPE WATER 28'W x 75'L NOTE: NO WORK OUTSIDE
DISTRIBUTION LINE OF ROW FOR THIS ACTIVITY
INCLUDING RELOCATION
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0
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U EXISTING ROW LOCATIONS ARE SHOWN FOR
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2 MULACTIVITIES
MAYTOCCUROATTDFFERENT LOCATIONS
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030 3. ALL EQUIPMENT NOT REQUIRED FOR
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TYPICAL SUBSTRUCTURE OPERATION 4. ALL EQUIPMENT AND TIMBER MATS WILL
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a
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B PEA DESIGNED DATE B UPDATED BKW 20FEB2014 PEA ISLAND ISLAND INLET LOCATION
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NEW
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PROP. TEMP. 30'-0" TIMBER MATS 1 ��
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fi STEP 2 STEP 4 3. ALL EQUIPMENT NOT REQUIRED FOR
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LL BE REMOVED FROM BREACH.
7.
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m
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OD
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DRAWN BKW DATE 19FEB2014 REV. DESCRIPTION BY DATE
PEA ISLAND
•a DESIGNED DATE B UPDATED BKW 20FEB2014 PEA ISLAND NEW INLET LOCATION
PARSONS NCDOT GIRDER ERECTION
c
CHECKED DATE C UPDATED BKW 21FEB2014 DARE COUNTY, NC
N
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QUIBLE & ASSOCIATES,, P.C.
P13141 THIS DOCUMENT IS THE PROPERTY OF QUIBLE ' �:' Sle SINCE 1959
& ASSOCIATES. P.C. ALL RIGHTS ARE WRECK CREEK . 1
DRAWN BY RESERVED. ANY REPRODUCTION OF THIS OR '
POSSESSION WITHOUT PRIOR PERMISSION OF JELLING INTAKE �). ,. • SS1Q%1 eS
WDE QUIBLE & ASSOCIATES, P.C. WILL CONSTITUTE " •
VIOLATION OF COPYRIGHT LAWS. VIOLATION ' ENGINEE * tt�C NSULT LANNING
CHECKED BY WILL BE SUBJECT TO LEGAL ACTION PEA ISLAND DARE COUNTY ENVIR AL SCIEN * SURVEYING
WDE IF THIS PLAN OR PLAT IS NOT SIGNED AND NORTH CAROLINA NC Lin. ('D-0208
SEALED BY A LICENSED PROFESSIONAL THEN PO Drawer it Hawk, NC 27949
THIS PLAN OR PLAT SHALL BE CONSIDERED 0 200 400
DATE PRELIMINARY AND NOT A CERTIFIED DOCUMENT `Pr1 e:r 2) 261-3300
AND SHALL NOT BE USED FOR CONSTRUCTION I) Fax: [phone]
01/30/14 RECORDATION, SALES OR LAND CONVEYANCES. GRAPHIC SCALE IN FEET 1„=200 .-'4E—Moll: adminlstraforOqulble.com

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QUIBLE do ASSOCIATES, P.C. FIGURE G-SITB 16 WATER DEPTHS AND INTAKE ;
P13141 THIS DOCUMENT IS THE PROPERTY OF QUIBLE uible SINCE 1959
& ASSOCIATES, P.C. ALL RIGHTS ARE 0
DRAWN BY RESERVED. ANY REPRODUCTION OF THIS OR PEA ISLAND BRIDGE
POSSESSION WITHOUT PRIOR PERMISSION OF r Associates, P.C.
WDE QUIBLE & ASSOCIATES, P.C. WILL CONSTITUTE WATER ACCESS xl
VIOLATION OF COPYRIGHT LAWS. VIOLATION D..—I ENGINEERING a CONSULTING * PLANNING
CHECKED BY WILL BE SUBJECT TO LEGAL ACTION PEA ISLAND WILDLIFE REFUGE DARE rrft n t� A 6 e ENVIRONMENTAL SCIENCES y SURVEYING
IF THIS PLAN OR PLAT IS NOT SIGNED AND NORTH CAROLINA r U NC License#: C-0208
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THIS PLAN OR PLAT SHALL BE CONSIDERED 0 200 400 I D 0 PO Drawer Phone: Kitty Hawk, NC 27949
DATE PRELIMINARY AND NOT A CERTIFIED DOCUMENT [phone]
AND SHALL NOT BE USED FOR CONSTRUCTION, D Fax: [phone]
02/17/2014 RECORDATION, SALES OR LAND CONVEYANCES. GRAPHIC SCALE IN FEET 1"=200 E—Mail: admInistrotorOquible.eom
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DATE PRELIMINARY AND NOT A CERTIFIED DOCUMENT D Phone: [phone]
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PARSONS
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Pea Island Breach Schedule 2014.02.21 PARSONS

Updated Permit Drawings of Proposed bore/splice locations

i \ •
40m T.IP.NO. SHEET NO.
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PAMLICO SOUND
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MAR 3 1 2014
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PROFILE (HORIZONTAL)
Roger Wmrlrrore P.E. [mur>Es SECTION ENGINEER
O in 1�I T 1
Corey Bourque;P.E. UTILITIES SQUAD LEADER PROJECT ENGINEER
N CAriuuw Vokeley UTTLRIF_C PROJECT DESIGNER I,
O}to PROFILE (VERTICAL)
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• °\ * r * i * * * * * t`.. \* * * * r * * * * * * * * * * * ` * _ * _ * * * * PROJECT REFERENCE N0. — SHEET N0.
B-2500A UO-8
IC. * * * r * * * * * * * *' * * * * * * * * * * * * r * * * * * * * r * * * * * * * * * ' * * * * * * UTILITIES BY OTHERS
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c _ ,1*1-=.�_r.* % B-2500A UO-9
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* * * * * * * * : * * * 2 * * * * * * * * * * Y * * * * * * * * * Y Y * * * * : - _ ,_/ I * * : - B�2FiOOA UO-1O
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Project B25O0A Phase II-Pea Island Bridge Replacement - tC E V E
CO . '
ATTACHMENT 3-Photographs
MAR 2 8 2014
=V. OF COASTAL MANAGEMENT
RAI SIGH
New Inlet Boat Ramp at low wind tide New Inlet "Breach" shoaled in
ill}i,'. '1.•C-",-...,
41
-�► -,..�
aliall
r - . _
y-YI ty1 i l -
°�:.
:y 1• fir`, * ,
• tea"-. ..

•
Project B2500A Phase II-Pea Island Bridge Replacement •
MAR 28 2014
ATTACHMENT 3-Photographs
DIV. OF COASTAL MANAGEMENT
RALEIGH
New Inlet "Breach" viewed south to north
New Inlet Breach at Location Bent 74 along the east side

ECEIVED
. :
Project 82500A Phase II-Pea Island Bridge Replacement MAR 2 g 2014
ATTACHM ENT 3-Photographs
D IV. OF COASTAL MANAGEMENT
RALEIGH
Recent aerial of "Breach" shoaled in-
photograph provided by NC DOT
: , lit,..y.(i. .._, .
./ , .e . ,,,,,.t. 4 . ••1
10 if:', ll'lit
f, Y 1 rA l Y
i ,

'WI
STATE cm:NORTH CAROLINA
DEPARTMENT OF TRANSPORTATION
Pat McCrory Tony Tata
GOVERNOR SECRETARY
March 24, 2014
Stephen Lane
NC Division of Coastal Management
400 Commerce Avenue
Morehead City, NC 28557
Subject: Request a Minor Permit Modification to CAMA Major Permit # 106-12 for
temporary wetland impacts associated with a Century Link Fiber Optic cable relocation,
Dare County. WBS#32635.1.1
Dear Mr. Lane,
The North Carolina Department of Transportation is requesting a minor permit
modification to permit# 106-12. This modification is being requested to address
temporary wetland impacts associated with the relocation of a fiber optic line owned by
Century Link. This utility line relocation was previously included in permit# 106-12, in
which the relocation would occur by boring methods under wetland areas and open
cutting in uplands. This approach avoided all wetland impacts associated with the utility
relocation. The utility contractor hired by Century Link to relocate the utility line, was
advised to follow CAMA permit # 106-12,as per the permit conditions and plans.
NCDOT reviewed the permit requirements on-site with the contractor and surveyed field
points for the contractor to follow along the utility alignment. The utility contractor chose
not to follow NCDOT direction or CAMA permit# 106-12,which resulted in 1,255
square feet of temporary coastal wetland impact. This impact occurred while establishing
bore/splice points in wetlands and operation of a utility boring machine. The wetland
impacts are characteristic of mechanized clearing clue to the root mat disturbance.
NCDOT discovered the unauthorized activity and directed the contractor to cease
operations, until the Division of Coastal Management could be notified and direction was
received on permitting the impacts. Following contact with the Division of Coastal
Management and their review of the impacts, it was decided a permit modification should
be pursued. Therefore,NCDOT has submitted this permit modification request along
with a location map, illustrated permit drawings and impact table.
In addition to this request DOT is also providing a set of updated utility drawings,
which show a different boring operation than what was submitted with the original permit
request. The proposed change in boring operation will result in segmented bores that will
RECEIVED •
,. .i.
1 13 Airport Dr.,Suite 100,Edenton,NC 27932-- Phone: [phone] Fax: (25 > AR231
••• DCM MHD CITY

utilize upland areas for bore/splice stations. The utility contractor has stated the risk of
fracking will be significantly reduced with the segmented bores. Each upland bore/splice
station will be staked in the field and defined by silt fence prior to any work taking place.
These station areas are provided on the updated plan sheets,included with this request.
DOT will schedule a utility preconstruction meeting with the contractor prior to initiation
of the Century Link utility relocation.
If you have questions or need additional information, please call me at(252)482-
1876. The permit fee can he charged to WBS#32635.1.1
Sincerely,
Jerry Jennings
Division One Engineer Clay Willis1414;
Division One En ironinental Officer
ti iECEIVED
MAR 31 2014
DCM MHD CITY
113 Airport Dr.,Suite 100,Edenton,NC 27932 -Phone: [phone] Fax: [phone]

Pea Island Fiber Optic Relocation Conduit Connection &Track Rut Locations
Location width (ft.) length (ft.) area (sf) Remarks
3080+00 5.0 25.0 125 Conduit pop-up
3082+75 10.0 10.0 100 (2@ 5'x'l0') Conduit pop-up
3086+20 8.0 25.0 200 track ruts
3087+50 to 3087+90 8.0 40.0 320 track ruts
3089+15 8.0 20.0 160 track ruts
3089+70 5.0 10.0 50 _ Conduit pop-up
3092+50 5.0 10.0 50 Conduit pop-up
Drill set-up&conduit pop-
3109+50 5.0 10.0 50 up
T--�M ---� Drill set-up&conduit pop-
3112+50 5.0 20.0 100 up _—
T^ — Drill set-up&conduit pop-
3116+50 5.0 10.0 _ 50 up
3128+25 5.0 1 10.0 50 _Conduit pop-up
Total Area (st) 1255
EEC'iVED
MAR 31 2014
DCM4viIiD CITY

AVA
NCDENR
North Carolina Department of Environment and Natural Resources
Pat McCrory John E. Skvarla, Ill
Governor Secretary
April 22, 2014
NCDOT
c/o Clay Willis
113 Airport Drive, Suite 100
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 ally 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 if another qualified party submits a valid objection to the
issuance of this permit within twenty(20)days,the matter must be resolved prior to work initiation.The Coastal
Resources Commission makes the final decision on any appeal.
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,
V kig
Douglas V. I luggett
Major Permits and Consistency Manager
Enclosure
400 Commerce Avenue, Morehead City, North Carolina 28557
Phone:[phone] FAX [phone]\Internet:www.nccoastalmanagement.net
An Equal Opportunity/Affirmative Action Employer

Brittingham, Cathy
From: Brittingham, Cathy
Sent: Tuesday, April 22,2014 10:39 AM
To: Willis, Thomas C
Cc: Lane, Stephen; Wainwright, David; '[e-mail]'
Subject: B-2500A Minor Modification
Attachments: B-2500A minor mod, 106-12.pdf
Hi Clay,
Attached please find a pdf of a minor modification issued to NCDOT authorizing the following: (a) a change in
the bridge construction technique at the Pea Island Breach Site by eliminating construction of the previously
authorized temporary work bridge, and instead operating from a temporary 12-foot wide timber mat access
placed within the existing right of way; (b) Operation of a crane on timber mats outside of the existing right of
way to lift and set girders; (c) Elimination of jetting water intake point#10, (d) Addition of jetting water intake
point#17; (e) Extending the length of jetting water intake point#16; and(f)Revised utility workplan drawings.
A paper copy will be sent by U.S. mail.
Please let me or Stephen Lane 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]
Please visit www.nccoastalmanagement.net to subscribe to
Coastal Management's quarterly newsletter,the CAMAgram.
Mailing Address: Physical Address:
1638 Mail Service Center 512 North Salisbury Street
Raleigh,NC 27699-1638 Archdale Building
12th Floor,Room 1204G
Raleigh,NC 27604
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

ATA,
NCDENR
North Carolina Department of Environment and Natural Resources
Pat McCrory John E. Skvarla,
Governor Secretary
April 22, 2014
Ms. Julie Youngman
Southern Environmental Law Center
601 W. Rosemary St., Suite 220
Chapel Hill, NC 27516-2356
RE: Copy of Minor Modification of CAMA Major Permit No. 106-12MM issued to the N.C.
Department of Transportation for the proposed Pea Island Long-Term Improvements on NC 12 in Dare
County, TIP No. B-2500A.
Dear Ms. Youngman:
Please find enclosed a copy of the above referenced document in accordance with your request to
receive public notice and copies of application for CAMA permits for any phase of the Bonner Bridge
and NC 12 project pursuant to N.C. General Statute § 113A-119(b). A copy of the permit application is
also enclosed. Please note that this is a minor modification, therefore public notice was not required.
The minor modification authorizes the following: (a) a change in the bridge construction technique at the
Pea Island Breach Site by eliminating construction of the previously authorized temporary work bridge,
and instead operating from a temporary 12-foot wide timber mat access placed within the existing right of
way; (b) Operation of a crane on timber mats outside of the existing right of way to lift and set girders; (c)
Elimination of jetting water intake point #10, (d) Addition of jetting water intake point#17; (e) Extending
the length of jetting water intake point#16; and (f) Revised utility workplan drawings.
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].
Sincerely, -
Cathy Brittingham 0
Transportation Project Coordinator
N.C. Division of Coastal Management
CC: Doug Huggett, DCM
Michele Walker, DCM
1638 Mail Service Center,Raleigh,NC 27699-1638
Internet: http://portal.ncdenr.org/web/cm/
An Equal Opportunity\Affirmative Action Employer—Made in part by recycled paper

ArA
IF
NCDENR
North Carolina Department of Environment and Natural Resources
Division of Coastal Management
Pat McCrory John E. Skvarla, III
Governor Secretary
MEMORANDUM
TO: Doug Huggett
FROM: Stephen Lane
SUBJECT: Comments & Recommendations—Minor Modifications for CAMA Permit #106-12
NCDOT- Construction of a new bridge over the Pea Island Breach Site (TIP B-2500A)
Dare County
DATE: April 17, 2014
The NCDOT submitted a permit modification request dated March 24, 2014 for additional utility impacts
associated with relocating telecommunication lines outside of the NCDOT Right-of-Way adjacent to the
project. Shortly thereafter, the NCDOT submitted a second permit modification request on March 27, 2014 for
a change in construction techniques to reduce construction timeframes, especially work time within the breach
site. The following are my comments and recommendations regarding the above mentioned permit
modification requests. Based upon my review I have no objection to the issuance of these permit modification
requests but offer the following conditions:
1 Unless specifically altered herein, all work authorized by this Minor Modification shall be carried out in
accordance with the following attached construction plan figures and workplan drawings:
Construction Plan Figures (' ): dated as received on March 31, 2014
Utility Impact Drawings(7): dated as received on March 31, 2014 X
2 ,quipment and materials storage within the breach site shall be limited to those items that will be used
readily and only for the current tasks at hand.
3 11 equipment and timber mats shall be removed from the breach site within 12 hours if weather forecast
suggests the breach site may become inundated with water.
Aar ov"(c,was\,¢,A
4 .Water intake piping shall be secured (i.enracli®rrs or staking) in such a manner that it remains stationary
✓"so as not to become a hazard to navigation. It shall also be marked with floating buoys at every 100' to
clearly identify it in the water. The intake screens and piping shall be inspected at the beginning of
e operational p d. \r-
400 Commerce Ave.,Morehead City,NC 28557
Phone:[phone] FAX:[phone] Internet:www.nccoastalmanagement.net
An Equal Opportunity 1 Affirmative Action Employer

NCDOT-Minor Modification of CAMA Permit 106-12, Dare County
Comments and Recommendations
Page 2
/The applicant shall coordinate with USFWS staff to locate the Site 17 intake pump and associated
piping. The pump shall not be operated at Site 17 if adjacent water>ls fall below 2.0 feet.
6 This minor modification shall be attached to the major modification of CAMA Permit No. 106-12,
which was issued on April 26, 2013 authorizing construction of B-2500A, as well as all subsequent
` f modifications and/or refinements, and copies of all documents must be readily available on site when a
Division representative inspects the project for compliance.
A conditions and stipulations of the active permit remain in force under this minor modification unless
7ecifically altered herein.
400 Commerce Ave.,Morehead City,NC 28557
Phone:[phone] FAX:[phone] Internet:www.nccoastalmanagement.net
An Equal Opportunity 1 Affirmative Action Employer

AVA
I�CDM
North Carolina Department of Environment and Natural Resources
Pat McCrory John E. Skvarla, III
Governor Secretary
April 10,2014
Dare County
NCDWQ Project No.20130144v.4
Bridge Over New Inlet on NC 12
TIP/State Project No. B-2500A
APPROVAL of 401 WATER QUALITY CERTIFICATION with ADDITIONAL CONDITIONS
Mr.Clay Willis
Division Environmental Officer,NCDOT,Division
113 Airport Road
Edenton,NC 27932
Dear Mr. Willis:
This approval is valid solely for the purpose and design described in your modification request(unless modified
below)and addresses your request to use timber mats in lieu of a temporary work bridge. 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 approval letter,and is thereby responsible for complying with all the conditions. This
certification does not authorize any additional impacts to jurisdictional features. If total wetland fills for this
project(now or in the future)exceed one acre,or of total impacts to streams(now or in the future)exceed 150 linear
feet,compensatory mitigation may be required as described in ISA NCAC 2H .0506(h)(6)and(7).
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 Certification shall expire on the same day as the expiration date of the corresponding Corps of Engineers
Permit.
Conditions of Certification:
1. This modification is applicable only to the additional proposed activities. All of the authorized activities
and conditions of certification associated with the original Water Quality Certification dated April 15,
2013and subsequent modification dated September 9,2013 still apply except where superseded by this
certification.
2. The NCDOT and its contractors are hereby permitted to use timber mats in lieu of a temporary work bridge
provided no storing of materials occur within the area of the breach identified as the"relict channel",
limiting materials stored within the breach to that which can be readily used and only for the current task(s)
at hand,continued coordination with the USFWS as required,and staff are trained on the sensitive nature of
the work environment.
3. NCDOT and its contractors shall take all due diligence in removing construction related materials,
construction equipment,timber mats,and all other related equipment and materials from potentially affected
Transportation Permitting Unit One
1650 Mad Service Center,Raleigh,North Carolina 27699-1650 NO hCarolina
Location:512 N.Salisbury Street,Raleigh,North Carolina 27604 Aatura!!ry
Phone:[phone] FAX:[phone]
Internet:http:lfportal.ncdenr.orglwebAvq
An Equal Opportunity 1 Affirmative Action Employer

work areas in the vicinity of the"relict channel"to a n adequate storage area during projected severe
weather.
4. The NCDOT and its contractors shall continue to coordinate with the North Carolina Division of Marine
Fisheries as necessary regarding the placement,operation,and design of water intakes and pipes used for
the purposes of jetting.
5. 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 shall be maintained with the
Division Engineer and the on-site project manager.
6. The Permittee shall report any violations of this certification to the Division of Water Quality within 24
hours of discovery.
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 5:00pm,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: (919)-431-3100
A copy of the petition must also be served on DENR as follows:
Mr. Lacy Presnell,General Counsel
Department of Environment and Natural Resources
160I Mail Service Center
If you have any questions,please contact David Wainwright at(919)707-8787or [e-mail].
Sincerely,
C 4-Fc-
Thomas A Reeder, Director
Division of Water Resources
cc: Clay Willis,Division 1 Environmental Officer
Tracey Wheeler,US Army Corps of Engineers, Washington Field Office(electronic copy only)
Mike Bryant, Pea Island National Wildlife Refuge Manager
Dennis Stewart, Pea Island National Wildlife Refuge Biologist
Cynthia Van der Wiele, Environmental Protection Agency(electronic copy only)
Gary Jordan, US Fish and Wildlife Service(electronic copy only)
Travis Wilson,NC Wildlife Resources Commission(electronic copy only)
Cathy Brittingham, Division of Coastal Management(electronic copy only)
Garcy Ward,NCDWR Washington Regional Office(electronic copy only)
File Copy

Brittingham, Cathy
From: Jordan, Gary[[e-mail]]
Sent: Wednesday, February 12, 2014 10:03 AM
To: Brittingham, Cathy
Subject: Re: FW: B-2500A Preconstruction Meeting in Edenton
Cathy,
This modification would not change anything for T&E species. We issued
incidental take for sea turtles and piping plovers primarily for take
associated with harassment of foraging piping plovers and
disorientation/misorientation effects on sea turtles due to lights. This
modification would not change the level of take any. Therefore, I have no
concerns. Thanks.
•
Gary Jordan
Fish and Wildlife Biologist
US Fish and Wildlife Service
P.O. Box 33726
Raleigh,NC 27636-3726
Phone: [phone] x.32
Email: gary [e-mail]
On Tue, Feb 11, 2014 at 3:19 PM, Brittingham, Cathy<cathy.brittingham@,ncdenr.gov>wrote:
Hi Gary,
FYI. Would this proposed change present any concerns for endangered species?
Cathy Brittingham
Cathy Brittingham,Transportation Project Coordinator
N.C.Division of Coastal Management
[phone] phone
1

cathy.brittingham(c4ncdenr.Qov
Please visit www.nccoastalmanagement.net to subscribe to
Coastal Managements quarterly newsletter,the CAMAgram.
Mailing Address: Physical Address:
1638 Mail Service Center 512 North Salisbury Street
Raleigh,NC 27699-1638 Archdale Building
12th Floor,Room 1204G
Raleigh,NC 27604
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
From: Willis, Thomas C
Sent: Monday, February 10, 2014 4:48 PM
To: tracey.I.wheeler@ usace.army.mil; Wainwright, David; Ward, Garcy; Lane, Stephen; Dennis [e-mail];
Brittingham, Cathy; Huggett, Doug; Biddlecome, William J SAW ([e-mail])
Cc: Turchy, Michael A; Smyre, Elizabeth A; Hernandez, Pablo A; Mebane, Charles S
Subject: B-2500A Preconstruction Meeting in Edenton
Agencies,
The contractor for B-2500A has proposed an alternative construction method for the New Inlet bridge
construction. This topic will likely come up at the preconstruction meeting on Wednesday of this week.
Therefore, I wanted you to have a little time to review the proposal for discussion purposes. The proposal
involves eliminating the construction of a temporary bridge and utilizing an arrangement of temporary mats
placed within a temporary easement. The alignment of the easement/mats is shown in the attachment. There is
the obvious concern of"what if the inlet washes back through". I think that will need to be clearly addressed.
Especially, in terms of a small shallow 10' wide channel developing during a storm event and will that be
considered jurisdictional, etc. I would like the contractor to know clearly understand the risk with regards to
what will be considered jurisdictional and our ability to fill major or minor channels that form.
I think there is some advantages to not building a temporary bridge, the obvious being a savings in time and
reduction in on-site construction impact.
Hopefully, the weather will not cancel our meeting. We will send out an update tomorrow, once we know a
little more about the weather conditions. I will also send you a map to the town complex.
2

Brittingham, Cathy
From: Lane, Stephen
Sent: Thursday, April 17, 2014 10:27 AM
To: Huggett, Doug; Brittingham, Cathy
Subject: FW New Inlet Bridge -Pea Island, Dare County- change in construction technique
(UNCLASSIFIED)
FYI
Original Message
From: Wainwright, David
Sent: Thursday, April 17, 2014 9:14 AM
To: Lane, Stephen
Subject: FW: New Inlet Bridge -Pea Island, Dare County - change in construction technique
(UNCLASSIFIED)
Stephen,
Here is Tracey's response.
Original Message
From: Wheeler, Tracey L SAW [mailto:[e-mail]]
Sent: Thursday, April 03, 2014 10:25 AM
To: Willis, Thomas C
Cc: Wilson, Travis W.; Hart, Kevin; Wainwright, David
Subject: RE: New Inlet Bridge -Pea Island, Dare County - change in construction technique
(UNCLASSIFIED)
Classification: UNCLASSIFIED
Caveats: NONE
Clay,
I have reviewed the information that you sent concerning the change in construction
technique for the New Inlet Bridge (TIP B-2500 Phase IIA) . The change consists of using
timber mats for construction in the new inlet area rather than a temporary work bridge. The
proposed change does not increase impacts to jurisdictional areas and will allow contractors
to complete the new bridge construction in less time. As long as there is no filling,
grading, or storage of equipment in jurisdictional areas of on the timber mats, the Corps has
no objection to the proposal. This change in technique does not require modification of the
permit. I have noted the change in the file. Please feel free to contact me if you have any
additional questions. Tracey
Tracey L. Wheeler
Regulatory Project Manager
U.S. Army Corps of Engineers
Washington Regulatory Field Office
2407 West 5th Street
Washington, North Carolina 27889
(910) 251-4627
The Wilmington District is committed to providing the highest level of support to the public.
To help us ensure we continue to do so, please complete the Customer Satisfaction Survey
located at http://regulatory.usacesurvey.com/.
1

Original Message
From: Willis, Thomas C [mailto:tcwillis(ncdot.gov]
Sent: Thursday, March 27, 2014 5:43 PM
To: Wheeler, Tracey L SAW
Cc: Wilson, Travis W.; Hart, Kevin
Subject: [EXTERNAL] New Inlet Bridge -Pea Island, Dare County - change in construction
technique
Tracey,
This email has an electronic copy of the request to allow for a change in construction
technique for the bridge placement over New Inlet. Following our field meeting with the
USFWS and additional adjustments, I think we have come to a more efficient option. I believe
utilizing the matting arrangement will get us in and out of the inlet area faster, which will
be better for everyone. Not having to construct the temporary bridge will save some time and
cut down on some of the pile driving. Let me know if you need anything else regarding this
request or need additional information. I have put a copy in the mail to you. I am also
sending this to the DWQ,USFWS, CAMA, WRC and Marine Fisheries.
Thanks,
Clay
Email correspondence to and from this sender is subject to the N.C. Public Records Law and
may be disclosed to third parties.
Classification: UNCLASSIFIED
Caveats: NONE
2

Brittingham, Cathy
From: Hart, Kevin
Sent: Thursday, April 17, 2014 10:27 AM
To: Hart, Kevin; Lane; Stephen; Brittingham, Cathy
Cc: Huggett, Doug
Subject: RE: New Inlet Bridge - Construction Method Change - Permit Mod request
Sorry I made a mistake in the last email. I meant to say that the anchors will have more of an impact (larger footprint)
than the stakes.
Kevin
From: Hart, Kevin
Sent: Thursday, April 17, 2014 10:23 AM
To: Lane, Stephen; Brittingham, Cathy
Cc: Huggett, Doug
Subject: RE: New Inlet Bridge - Construction Method Change - Permit Mod request
Stephen and Cathy,
I am OK with the relocation of the intake pipes and I would prefer that they use wooden stakes over anchors.They
anchors will have less of an impact(smaller footprint).
Kevin
From: Lane, Stephen
Sent: Wednesday, April 16, 2014 3:50 PM
To: Hart, Kevin
Subject: FW: New Inlet Bridge - Construction Method Change - Permit Mod request
Importance: High
Please provide comments.
Thanks,
Stephen
From: Willis, Thomas C
Sent: Thursday, March 27, 2014 5:45 PM
To: Lane, Stephen; Huggett, Doug
Subject: New Inlet Bridge - Construction Method Change - Permit Mod request
Importance: High
Stephen and Doug
Hope all is well. This email has an electronic copy of the request to allow for a change in construction technique for the
bridge placement over New Inlet. Following our field meeting with the USFWS and additional adjustments, I think we
have come to a more efficient option. I believe utilizing the matting arrangement will get us in and out of the inlet area
faster, which will be better for everyone. Not having to construct the temporary bridge will save some time and cut
down on some of the pile driving. Let me know if you need anything else regarding this request or need additional
information. I have put a copy in the mail to you. I am also sending this to the COE,USFWS, DWQ, WRC and Marine
Fisheries.
Thanks,
Clay
1

Email correspondence to and from this sender is subject to the N.C.Public Records Law and may be disclosed to third parties.
2

Brittingham, Cathy
From: Willis, Thomas C
Sent: Friday, February 14, 2014 4:03 PM
To: tracey.l.wheeler©usace.army.mil; Lane, Stephen; Brittingham, Cathy; Ward, Gamy;
Wainwright, David
Cc: Turchy, Michael A; Smyre, Elizabeth A; Rivenbark, Chris; Herring, Kathy; Hernandez, Pablo A;
Mebane, Charles S
Subject: on-site meeting today with Parsons contracting and USFWS, B-2500A, regarding alternative
construction meeting
NCDOT, Parsons and USFWS meet on-site today to discuss Parsons proposed matting arrangement in lieu of the
temporary bridge. Parsons clarified that the 12' matted vehicle lane would be inside NCDOT's current R-O-W and
permitted footprint.The request for additional easement will now only extend around each bent to provide
maneuverability of the crane around the bents, as the pile/bent construction progresses. Parsons is going to provide a
more detailed drawing and timeline the first of next week. Once we receive the information, NCDOT will forward for
review.
We also discussed the water in-take points and some minor adjustments will likely be needed, however,the proposal is
adjusting to the in-takes to a less sensitive area and will likely reduce temporary impacts to coastal wetlands.
Thanks,
Clay
Email correspondence to and from this sender is subject to the N.C.Public Records Law and may be disclosed to third parties.
1

Brittingham, Cathy
From: Willis, Thomas C
Sent: Monday, February 10, 2014 4:48 PM
To: [e-mail]; Wainwright, David; Ward, Garcy; Lane, Stephen;
[e-mail]; Brittingham, Cathy; Huggett, Doug; Biddlecome, William J SAW
([e-mail])
Cc: Turchy, Michael A; Smyre, Elizabeth A; Hernandez, Pablo A; Mebane, Charles S
Subject: B-2500A Preconstruction Meeting in Edenton
Attachments: New_Inlet_Bridge_proposed_alt_construction_feb2014.pdf
Agencies,
The contractor for B-2500A has proposed an alternative construction method for the New Inlet bridge construction. This
topic will likely come up at the preconstruction meeting on Wednesday of this week.Therefore, I wanted you to have a
little time to review the proposal for discussion purposes.The proposal involves eliminating the construction of a
temporary bridge and utilizing an arrangement of temporary mats placed within a temporary easement.The alignment
of the easement/mats is shown in the attachment.There is the obvious concern of"what if the inlet washes back
through". I think that will need to be clearly addressed. Especially, in terms of a small shallow 10' wide channel
developing during a storm event and will that be considered jurisdictional, etc. I would like the contractor to know
clearly understand the risk with regards to what will be considered jurisdictional and our ability to fill major or minor
channels that form.
I think there is some advantages to not building a temporary bridge, the obvious being a savings in time and reduction in
on-site construction impact.
Hopefully,the weather will not cancel our meeting. We will send out an update tomorrow, once we know a little more
about the weather conditions. I will also send you a map to the town complex.
Thanks,
Clay
Email correspondence to and from this sender is subject to the N.C.Public Records Law and may be disclosed to third parties.
1