NCDOT 106-12 MM 04/26/2013 B2500-A

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• 15ermit Class Permit Number
MODIFICATION/MAJOR 106-12
STATE OF NORTH CAROLINA
• . . partntent of Environment and Natural Resources
•
and EGElVED •'
Coastal Resources Commission
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for AUG 1 3 1013
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]-)iv]-)ivOF COASTAL MANAGEMENT
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• `. \ ( RALEIGH
\ 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, 1598 Mail Service Center,Raleigh, NC 27699-1598
Authorizing development in Dare County at Pea Island Breach Site on NC Highway 12, •
as requested in the permittee's application dated 2/13/13, including the attached AEC Hazard Notice dated
•
2/13/13, and the attached workplan drawings (124) as described in Condition No. 1 below.
This permit, issued on April 26,2013 , 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. •
• r
•
1) Unless specifically altered herein, all work authorized by this Major Modification shall be carried out
in accordance with the following attached workplan drawings:
CAMA Coastal Wetland and Oceanfront Setback Drawings (17): 7 dated 12/11/12; 1 dated 2/11/12;
and 9 dated as received on 3/25/13.
7 Wetland Impacts Drawings_(55): 54 dated 2/11/13; and 1 dated 2/12/13. . Y
Roadway Design Drawings (31): 18 dated 10/16/12; 9 dated 11/20/12; and 4 dated 1118/1.2.
•
Utility Impact Drawings (21): 11 dated as received on 3/25/13; and 10 dated 5/14/12.
(See attached sheets for Additional Conditions)
his 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.
This permit must be accessible on-site to Department , i r, r _ :.-1
personnel when the project is inspected for compliance. ; -- t
=� Braxton C )avis, Director t
Any maintenance work or project modification not covered •`` •
hereunder requires further Division approval. t�l;•�sion of Cr.�astal Management a
5
All work must cease when the permit expires on This permit and itsconditions are'iereby accepted.
No expiration date, pursuant to GS 136-44.7B s
,,op,
!n issuing this permit, the State of North Carolina agrees 1�'" / `�.�y e l�
that your project is consistent with the North Carolina Coastal ` ( y
Management Program. "Signature of Permittee ]Q}(

N.C. Department of Transportation Permit No. 106-12
Page 2 of 7
ADDITIONAL CONDITIONS
NOTE: This Major Modification authorizes construction of TIP No. B-2500A, construction of a new
bridge approximately 2.1 miles in length and related approaches over the Pea Island Breach Site.
2) As proposed, the authorized project would result in the loss of motor vehicle access to a public boat
ramp and public parking lot near the Pea Island Breach Site. The permittee shall continue to discuss
opportunities for replacing these lost public access facilities with the Pea Island National Wildlife
Refuge(PINWR),the N.C. Division of Coastal Management(DCM), and the N.C. Division of Marine
Fisheries (DMF). The construction of any new public access facility shall require additional
authorization from DCM.
3) Unless specifically altered herein, any mitigative measures or environmental commitments specifically
made by the permittee in the CAMA permit application, the signed Section 404/NEPA Merger Project
Agreements,the Record of Decision document dated December 20, 2010, and/or the final environmental
document, shall be implemented,regardless of whether or not such commitments are addressed by
individual conditions of this Major Modification.
4) No vegetated wetlands or Waters of the State shall be excavated, without permit modification.
5) No fill material shall be placed at any time in any vegetated wetlands or surrounding waters outside of
the alignment of the areas indicated on the attached workplan drawings, without permit modification.
6) All fill material shall be clean and free of any pollutants except in trace quantities.
7) Live concrete shall not be allowed to contact waters of the State or water that will enter waters of the
State.
8) Construction staging areas shall be located only in upland areas, and not in wetlands or waters of the
State.
9) All construction access shall be through the use of the existing bridge, authorized temporary work
bridges,temporary detour roadway,the partially constructed new bridge, and/or existing high ground
areas.
10) The temporary placement and double handling of any fill material within waters or vegetated wetlands is
not authorized, with the exception of that fill necessary for the construction of the temporary work
bridges, temporary detour roadway, and associated materials. This condition also applies to the removal
of the existing temporary bridge, roadway asphalt, sheet piling, riprap, sandbags and associated fabric,
and associated materials.
11) All temporary fill shall be placed on geo-textile fabric to facilitate the total removal upon completion of
the project.
12) All temporary structures and all remnant existing structures shall be removed in their entirety and
disposed of at an approved high ground location as soon as practicable. This condition applies to the
temporary work bridges, temporary detour roadway, temporary culverts and associated riprap, and
temporary sheet piling. This condition also applies to the remnant existing temporary bridge, roadway
asphalt, sandbags and associated fabric, sheet piling, riprap, and associated materials.

N.C. Department of Transportation Permit No. 106-12
Page 3 of 7
ADDITIONAL CONDITIONS
13) After the fill material associated with the temporary detour roadway is removed, disturbed areas
associated with the temporary detour roadway shall be restored to their pre-existing contours and
elevations.
14) The placement of riprap shall be limited to the areas indicated on the attached workplan drawings. The
riprap material shall be free from loose dirt or any pollutant except in trace quantities.
Installation and Removal of Bridge Piles and Steel Sheet Piling
15) The installation and removal of the piles for the new bridge, existing bridge, temporary work bridges,
and temporary steel sheet piling, shall be accomplished by jetting,pile driving and/or the use of a
vibratory hammer, as specified in the permit application. Should the permittee and/or its contractor
desire to utilize another type of pile installation, such as drilled shaft construction, additional
authorization from DCM shall be required.
NOTE: The jetting operation will require the use of pumping and water intake stations at three
designated locations as depicted on the attached workplan drawings: (1) Wetland Site 10,
between Station 3170 and Station 3173, in the permanent easement at the Pea Island Inlet; (2)
Wetland Site 15, Station 3097; and(3)Wetland Site 16, Station 3136, at the Refuge boat ramp
temporary easement.
16) The permittee shall coordinate with DMF and the National Marine Fisheries Service (NMFS)to identify
and implement practicable methods to minimize impacts to fish species from the water intakes during
jetting.
17) In accordance with commitments made by the permittee in the permit application, all jetting that occurs
within the Pea Island Breach Site will occur at ebb tide.
18) In accordance with commitments made by the permittee in the permit application,jetting spoil shall be
confined to the existing transportation easement, and/or used by the U.S. Fish and Wildlife Service
(USFWS)on PINWR, and/or disposed of at an approved upland disposal site.
19) All reasonable efforts shall be made to contain jetting spoils and keep them from entering wetlands or
areas containing submerged aquatic vegetation.
20) Pilings from the existing temporary bridge and the temporary work bridges shall be removed in their
entirety, except that in the event that a bridge piling breaks during removal and cannot be removed in its
entirety, DCM shall be notified to determine an appropriate course of action.

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N.C. Department of Transportation Permit No. 106-12
Page 4 of 7
ADDITIONAL CONDITIONS
Retaining Walls for Abutment Fill Slope and Side Slope Protection
21) The retaining walls for abutment fill slope and side slope protection shall be structurally tight so as to
prevent seepage of fill materials through the structure.
22) The retaining walls for abutment fill slope and side slope protection shall be in place prior to any
backfilling activities.
23) All backfill material shall be obtained from a high ground source. No unconfined backfill shall be
discharged into Waters of the State.
Utility Impacts
NOTE: The authorized project also includes the abandonment of existing underground telephone cables
inside the project construction limits, and the installation of new underground telephone fiber
optic and copper cables inside the Cape Hatteras Electric Membership Corporation(EMC)power
easement.
24) Telephone utility lines shall be installed using a horizontal directional bore drilling method. Entry and
exit points of this activity, including disposal of material from the drilling activity, shall be outside of all
wetlands and Waters of the State.
25) The relocation of telephone utility lines shall not result in any permanent or temporary impacts to
wetlands or Waters of the State, without permit modification.
26) Any relocation of utility lines that is not already depicted on the attached work plan drawings shall
require approval by DCM, either under the authority of this Major Modification, or by the utility
company obtaining separate authorization.
Historical and Cultural Resource Protection
NOTE: A Programmatic Agreement dated 11/15/10 exists between the Federal Highway Administration,
the Advisory Council on Historic Preservation, the N.C. Department of Transportation
(NCDOT), and the N.C. State Historic Preservation Office (SHPO) for the project and is
included as Appendix D in the Record of Decision dated December 20, 2010.

N.C. Department of Transportation Permit No. 106-12
Page 5 of 7
ADDITIONAL CONDITIONS
Impacts to Wetlands and Waters of the State
NOTE: This project will permanently impact approximately 0.01 acres of CAMA Coastal Wetlands due
to fill. This project will temporarily impact approximately 1.04 acres of 404 wetlands (0.79
acres due to fill, and 0.25 acres due to hand clearing) and will temporarily impact approximately
0.50 acres of CAMA Coastal Wetlands (0.33 acres due to fill and 0.17 acres due to hand
clearing). This project will permanently impact approximately 0.04 acres of surface waters, and
will temporarily impact approximately 0.28 acres of surface waters.
27) There shall be no clearing of wetlands outside of the areas indicated on the attached workplan drawings
without prior approval from DCM.
28) Wetland areas to be temporarily impacted by clearing shall not be grubbed, without additional
authorization from the Division.
29) Construction mats shall be utilized to support equipment within wetland areas to minimize temporary
wetland impacts as specified on the workplan drawings. These mats shall be removed immediately
following project completion.
30) The permittee shall minimize the need to cross wetlands to the maximum extent practicable.
31) Due to the possibility that compaction due to temporary roadway fill,jetting intake pumps and pipes,
hand clearing, and/or other site alterations might prevent the temporary Coastal Wetland impact areas
from re-attaining pre-project functions,the permittee shall provide an annual update on the Coastal
Wetland areas temporarily impacted by this project. This annual update shall consist of photographs and
a brief written report on the progress of these temporarily impacted areas in re-attaining their pre-project
functions. Within three years after project completion, the permittee shall hold an agency field meeting
with DCM to determine if the Coastal Wetland areas temporarily impacted by this project have re-
attained pre-project functions. If at the end of three years DCM determines that the Coastal Wetland
areas temporarily impacted by the project have not re-attained pre-project functions, DCM will
•
• determine whether compensatory mitigation shall be required.
Threatened and Endangered Species Protection
• 32) The permittee shall include the INC. Wildlife Resources Commission(WRC)when it works with the
DMF, NMFS, National Park Service (NPS) and USFWS to determine other areas near project
construction where night lighting would need to be avoided or limited, as committed to by the permittee
in Project Commitment#11 of the Environmental Assessment dated February 12, 2013.
33) In accordance with commitments made by the permittee, the discretionary measures for the piping
plover and three species of sea turtles that include the terms and conditions outlined in.the July 10, 2008
USFWS Biological and Conference Opinions shall be implemented.

N.C. Department of Transportation Permit No. 106-12
Page 6 of 7
ADDITIONAL CONDITIONS
34) In accordance with commitments made by the permittee, all conditions outlined in the USFWS
Guidelines for Avoiding Impacts to the West Indian Manatee: Precautionary Measures for Construction
Activities in North Carolina Waters shall be implemented.
Sedimentation and Erosion Control
35) Appropriate sedimentation and erosion control devices,measures, or structures shall be implemented to
ensure that eroded materials do not enter adjacent wetlands, watercourses and properties (e.g. silt fence,
diversion swales or berms, etc.).
36) This project shall conform to all requirements of the N.C. Sedimentation Pollution Control Act and
NCDOT's Memorandum of Agreement with the N.C. Division of Energy, Minerals, and Land
Resources.
37) In order to protect water quality, runoff from construction shall not visibly increase the amount of
suspended sediments in adjacent waters.
Stormwater Management
NOTE: The N.C. Division of Water Quality(DWQ) confirmed in a letter dated 4/17/13 (SW7130210)
that the subject project is excluded from State Stormwater permitting requirements as set forth in
Section 2(d)(1) of Session Law 2008-211, effective October 1, 2008, and the stormwater rules
under Title 15A NCAC 2H .1000, as amended.
General
38) 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 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.
39) The permittee shall exercise all available precautions in the day-to-day operations of the facility to
prevent waste from entering the adjacent waters and wetlands.
40) The permittee and/or his contractor shall contact the DCM Transportation Project Field Representative
in Elizabeth City at(252) 264-3901 to request a pre-construction conference prior to project initiation.
41) Nothing in this Major Modification authorizes any activity that has not received approval from NPS
and/or the USFWS for work within the Cape Hatteras National Seashore and/or PINWR. The proposed
work shall not commence until the permittee has been issued Special Use Permit(s) from the NPS and
the USFWS, if required, and a copy of the Special Use Permit(s) are received by DCM.

N.C. Department of Transportation Permit No. 106-12
Page 7 of 7
ADDITIONAL CONDITIONS
42) The permittee shall install and maintain at his expense any signal lights or signals prescribed by the U.S.
Coast Guard,through regulation or otherwise, on the authorized facilities.
43) The permittee shall undertake measures to ensure that the jetting intake structures and associated
equipment do not pose a hazard to navigation.
44) Development authorized by this Major Modification shall only be conducted on lands owned by the
NCDOT and/or its right-of-ways and/or easements.
45) DWQ authorized the proposed project on 4/15/13 (DWQ Project No. 20130144 v.1) under General
Water Quality Certification No. 3886. Any violation of the Certification approved by DWQ shall be
considered a violation of this Major Modification.
NOTE: This Major Modification does not eliminate the need to obtain any additional state, federal or
local permits, approvals or authorizations that may be required.
46) This Major Modification shall be attached to the original of Permit No. 106-12, which was issued on
9/19/12, and copies of both documents shall be readily available on site when a Division representative
inspects the project for compliance.
47) All conditions and stipulations of the active permit remain in force under this Major Modification unless
altered herein.
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STATE OF NORTH CAROLINA
DEPARTMENT OF TRANSPORT A"I'ION
PAT MCCRORY ANTHONY J.TATA
GOVERNOR SECRETARY
February 13, 2013 E NED
N.C. Division of Coastal Management
1367 US 17 South
Elizabeth City, NC 27909 MAR 2 5 2013
ATTN: Mr. Paul Williams -.IV OF COASTAL MANAGEMENT
NCDOT Coordinator RALEIGH
Subject: Application for Modification of CAMA Major Permit (No. 106-12, issued September 19,
2012) for the Pea Island Long-Term Improvements on NC 12 in Dare County, Division 1;
TIP No. B-2500 A, $475.00 Debit Work Order WBS Element 13201.1028011.
Dear Sir:
The North Carolina Department of Transportation (NCDOT) proposes to replace the existing three span
temporary bridge over "New Inlet," which was reopened by Hurricane Irene in September 2011, with a
2.1 mile bridge.
Due to the urgency and the dynamics of the environment, this application is being submitted pending
receipt of the following elements, which will be forwarded as soon as possible: Endangered Species Act
Section 7 Concurrence for this section, and Avoidance and Minimization meeting minutes
(Concurrence Point 4A, 4B, & 4C). Attachments that_are enclosed include: stormwater management
plan, adjacent riparian landowner certified mail receipts, MP 1 and 5 forms, permit drawings, utility
drawings, and roadway drawings.
Proiect Description
The project consists of constructing a new 2.1 mile long bridge on NC 12. This project was necessitated
by the formation of a breach at Pea Island, which resulted from Hurricane Irene. The total project
length, which includes the temporary roadway alignment, is 2.7 miles. The proposed bridge will be a
two —lane section (12' travel lanes with 8' shoulders), and will have 98 spans. The drainage system will
consist of open scuppers on the main bridge spans, grate inlets and pipe systems for the ramps and
end spans, and roadside ditches for the-approach pavement. This bridge design will have the flexibility
to accommodate future phases or lengthening as practicable in the future.
Proposed Let Date
This project calls for a letting date of July 16, 2013, with a review date of May 28, 2013.
MAILING ADDRESS: TELEPHONE. [phone] LOCATION:
NC DEPARTMENT OF TRANSPORTATION FAX [phone]
PROJECT DEVELOPMENT AND ENVIRONMENTAL ANALYSIS 1020 BIRCH RIDGE DRIVE
1598 MAIL SERVICE CENTER WEBSITE: WWW.NCOOT.ORG RALEIGH NC 27610-4328
RALE:GH NC 27699-1598

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NEPA Document Status
In December 2010, following extensive environmental study and coordination with other agencies, a
Record of Decision (ROD) was issued for TIP Project No. B-2500 (NC 12 Replacement of the Herbert C.
Bonner Bridge). The environmental documents studied several detailed alternatives for maintaining
the NC 12 corridor between Bodie Island and the village of Rodanthe. The Record of Decision
authorized an initial phase consisting of a parallel bridge replacement for Bonner Bridge and
established a Transportation Management Plan (TMP)for the study and selection of future project
phases along the NC 12 corridor. Although the ROD deferred final decisions for future phases, the
various Parallel Bridge Corridor alternatives (Nourishment, Road North/Bridge South, All Bridge, and
Phased Approach) were encompassed within the environmental study as potential phases beyond
Phase I and were representative of the range of potential impacts under the ROD's selected
alternative.
As a result of coastal conditions following Hurricane Irene (August 2011), NCDOT initiated Phases IIA
(New Inlet/Pea Island) and IIB (Rodanthe) of TIP Project No. B-2500 in order to implement long-term
improvements at two roadway sections breached by the hurricane. In accordance with the TMP,
NCDOT has performed environmental monitoring, hosted a Peer Exchange panel of coastal experts,
held informational public workshops, convened the Merger Team and obtained concurrence from
agency partners on key points.
FHWA and NCDOT issued a new Environmental Assessment in February 2013. This EA explains the
screening of alternatives for Phase IIA, a process that identified the "Bridge within Existing NC 12
Easement Alternative" as the sole detailed-study alternative, the Preferred Alternative, and the Least
Environmentally Damaging Practicable Alternative (LEDPA). The EA updated the previous
environmental analyses with respect to this alternative.
Based on the EA and on coordination with state and federal environmental resource and regulatory
agencies, FHWA has expressed the belief that the changes identified and assessed in the EA would not
result in any new, significant impacts not previously identified in the 2008 Final Environmental Impact
Statement, 2010 Environmental Assessment, or 2010 ROD.
Impacts to Waters of the US
There will be 0.42 acre of impacts to CAMA wetlands, by way of 0.33 acre of temporary impact and
0.09 acre of hand clearing. Please see enclosed copies of the MP forms, permit drawings and design
plans for the above-referenced project.
Only visual monitoring is proposed for the temporary wetland impact sites. NCDOT shall monitor the
temporary impact sites by visual observation for survival and aerial cover of vegetation.The target
elevation for restoring the sites to their previous condition will be based on the adjacent wetland area
and verified during construction. NCDOT will hold a field inspection meeting to allow the resource
agencies to review the sites prior to discontinuing monitoring.
Jetting will be necessary for the installation of new bridge bents and the removal the temporary bridge
at New Inlet. All jetting that occurs within New Inlet will occur at ebb tide. This jetting operation will
require the use of pumping and water intakes at three designated locations as shown on the attached
2

permit drawings. Jetting spoils will be confined to the 100' Transportation Easement within the Pea
Island National Wildlife Refuge, unless the Refuge accepts the material for Refuge use.
Utility Impacts
All existing underground telephone fiber optic and copper cables inside the project construction limits
will be abandoned and new underground fiber optic and copper cables will be installed inside the Cape
Hatteras EMC power easement. A portion of the utilities between Stations 3168+00 to 3181+00 will
remain in place. All of the cables to be relocated will be directionally bored to avoid impacts to
wetlands.
Regulatory Approvals
Section 404 Permit, and Section 401 Water Quality Certification:
Application will be made under separate cover for these approvals.
CAMA:
Per previous coordination with DCM, NCDOT requests that the bridge work and directionally bored
utility relocations be authorized under a Coastal Area Management Act Major Permit, by the
modification of the existing B-2500 Phase I permit (Permit 106-12, issued September 19, 2012. The
adjacent riparian landowner return receipts will be forwarded once they are received. Authorization to
debit the $475 Permit Application Fee from WBS Element 13201.1028011 is hereby given.
A copy of this permit application will be posted on the NCDOT Website at:
https://connect.ncdot.gov/resources/Environmental/Pages Thank you for your assistance with this
project. If you have any questions or need additional information, please contact Michael Turchy at
[e-mail] or(919) 707-6157.
Sincerely,
Grego . T rpe, Ph.D. anager
Projec De elopment a d Environmental Analysis Unit
The "cc" List:
NCDOT Permit Application Standard Distribution List
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MAR252013
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DIV. OF COASTAL MANAGEMENT
RALEIGH
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3

ACM MP-1 &
APPLICATION for
Major Development Permit
(last revised 12/27/06)
North Carolina DIVISION OF COASTAL MANAGEMENT
1. Primary Applicant/Landowner Information
Business Name Project Name(if applicable)
North Carolina Department Of Transportation B-2500 A
Applicant 1: First Name MI Last Name
Gregory Thorpe
Applicant 2: First Name MI Last Name
If additional applicants,please attach an additional page(s)with names listed.
Mailing Address PO Box City State
1020 Birch Ridge Drive Raleigh NC
ZIP Country Phone No. FAX No.
27623 US 919-707-6157 ext. -
Street Address(if different from above) City State ZIP
Email
2. Agent/Contractor Information
Business Name
N/A
Agent/Contractor 1: First Name MI Last Name
Agent/Contractor 2: First Name MI Last Name
Mailing Address PO Box City State
ZIP Phone No. 1 Phone No. 2
ext. - - ext.
FAX No. Contractor#
Street Address(if different from above) City State ZIP
Email
CEIVED
MAR 2 5 2013 <Form continues on back>
w MANAGEMENT

Form DCM MP-1 (Page 2 of 4) APPLICATION for
Major Development Permit
3. Project Location
Street Address
County(can be multiple) State Rd.#
Dare Existing NC 12 from just south of southern most freshwater NC 12
pond to north of Rodanthe.21111 A NC Highway 12
Subdivision Name City. State Zip
N/A Rodanthe NC n/a-
Phone No. Lot No.(s) (if many,attach additional page with list)
N/A- - ext. N/A,
a. In which NC river basin is the project located? b. Name of body of water nearest to proposed project
Pasquotank Pamlico Sound
c. Is the water body identified in(b)above, natural or manmade? d. Name the closest major water body to the proposed project site
ENatural DManmade ['Unknown Atlantic Ocean
e. Is proposed work within city limits or planning jurisdiction? f. If applicable,list the planning jurisdiction or city limit the proposed
DYes ENo work falls within.
N/A
4. Site Description
a. Total
J"'ti length of shoreline on the tract(ft.) b. Si e of entire tract(sq.ft.)
. e7(1 Pic
c. Size of individual lot(s) d. Approximate elevation of tract above NHW(normal high water)or
N/A, NWL(normal water level)
(If many lot sizes,please attach additional page with a list) 3' ENHW or❑NWL
e. Vegetation on tract
Brackish marsh,smooth cordgrass,maritime shrub thicket,salt/shrub grassland,maritime grassland,black needlerush,
reed stands, beach,dunes and disturbed wetland and upland vegetation.
f. Man-made features and uses now on tract
Existing NC-12,utility lines, recreation.
g. Identify and describe the existing land uses adjacent to the proposed project site.
Recreational(federal Seashore and Refuge lands), open space,open water and water foul impoundments.
h. How does local government zone the tract? i. Is the proposed project consistent with the applicable zoning?
Unzoned (Attach zoning compliance certificate,if applicable)
['Yes ❑No Ea NA
j. Is the proposed activity part of an urban waterfront redevelopment proposal? DYes ENo
k. Has a professional archaeological assessment been done for the tract? If yes,attach a copy. Yes ❑No DNA
If yes,by whom? NCDOT
I. Is the proposed project loc. •. in a National Registered Historic District or does it involve a ®Yes ❑No DNA
National'•Re star t r le property?
<Form continues on next page>
MAR252013
;r- COASTAL MANAUEME,NT
RALEIGH •

•
Form DCM MP-1 (Page 3 of 4) APPLICATION for
Major Development Permit r
m. (i) Are there wetlands on the site? ®Yes ❑No
(ii)Are there coastal wetlands on the site? ®Yes ❑No
(iii)If yes to either(i)or(ii)above,has a delineation been conducted? ®Yes ❑No
(Attach documentation,if available)
n. Describe existing wastewater treatment facilities.
N/A
a Describe existing drinking water supply source.
N/A
p. Describe existing storm water management or treatment systems.
Grass swales and Rip rap pads at the pipe ends
5. Activities and Impacts
a. Will the project be for commercial,public,or private use? ❑Commercial ®Public/Government
❑Private/Community
b. Give a brief description of purpose,use,and daily operations of the project when complete.
NCDOT Roadway
c. Describe the proposed construction methodology,types of construction equipment to be used during construction,the number of each type
of equipment and where it is to be stored.
Work bridge over open water. Crane and backhoe for pier construction.
d. List all development activities you propose.
Roadway re-alignment and new bridge.
e. Are the proposed activities maintenance of an existing project,new work,or both? Both
f. What is the approximate total disturbed land area resulting from the proposed project? }/ ®Sq.Ft or❑Acres
11.226j X'i t(; ,
g. Will the proposed project encroach on any public easement,public accessway or other area ®Yes ❑No DNA
that the public has established use of?
h. Describe location and type of existing and proposed discharges to waters of the state.
Runoff from paved surface will drain to roadside grass swales.
Bridge deck will drain using open scuppers. Bridge is 15'-25'above the ground elevation.
i. Will wastewater or stormwater be discharged into a wetland? ®Yes ❑No DNA
If yes,will this discharged water be of the same salinity as the receiving water? Dyes ®No DNA
j. Is there any mitigation proposed? Dyes No DNA
If yes,attach a mitigation proposal.
r �1 <Form continues on back>
MAR 252013
OF t;,;,e,STAt, MANAGEMEN
RALEIGH

1 ' Form DCM MP-1 (Page 4 of 4) APPLICATION for
1 r _ ill Major Development Permit
6. Additional Information
In addition to this completed application form,(MP-1)the following items below,if applicable, must be submitted in order for the application
package to be complete. Items(a)—(f)are always applicable to any major development application. Please consult the application
instruction booklet on how to properly prepare the required items below.
a. A project narrative.
b. An accurate,dated work plat(including plan view and cross-sectional drawings)drawn to scale. Please give the present status of the
proposed project. Is any portion already complete? If previously authorized work,clearly indicate on maps.plats,drawings to distinguish
between work completed and proposed.
c. A site or location map that is sufficiently detailed to guide agency personnel unfamiliar with the area to the site.
d A copy of the deed(with state application only)or other instrument under which the applicant claims title to the affected properties.
e. The appropriate application fee. Check or money order made payable to DENR.
f. A list of the names and complete addresses of the adjacent waterfront(riparian)landowners and signed return receipts as proof that such
owners have received a copy of the application and plats by certified mail. Such landowners must be advised that they have 30 days in
which to submit comments on the proposed project to the Division of Coastal Management.
Name Phone No.
Address
Name Phone No.
Address
Name Phone No.
Address
g. A list of previous state or federal permits issued for work on the project tract. Include permit numbers,permittee,and issuing dates.
h. Signed consultant or agent authorization form,if applicable.
i. Wetland delineation,if necessary.
j. A signed AEC hazard notice for projects in oceanfront and inlet areas. (Must be signed by property owner)
k. A statement of compliance with the N.C.Environmental Policy Act(N.C.G.S. 113A 1-10),if necessary. If the project involves expenditure
of public funds or use of public lands,attach a statement documenting compliance with the North Carolina Environmental Policy Act.
7. Certification and Permission to Enter on Land
I understand that any permit issued in response to this application will allow only the development described in the application.
The project will be subject to the conditions and restrictions contained in the permit.
I certify that I am authorized to grant, and do in fact grant permission to representatives of state and federal review agencies to
enter on the aforementioned lands in connection with evaluating information related to this permit application and follow-up
monitoring of the project.
I further certify thatth/''th information provided in this application is truthful to the best of nowledge.
Date /3/'-e� / Print Name O�' J • `'P<-
Signature
Please indicate application attachments pertaining to your prop ed roject.
❑DCM MP-2 Excavation and Fill Information ® CM MP-5 Bridges and Culverts
❑DCM MP-3 Upland Development
p 3C P t In i
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MAR 252013
,li! OF COAS 'AL�MANAGEMENI
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411
Form DCM MP-5 r
BRIDGES and CULVERTS
Attach this form to Joint Application for CAMA Major Permit, Form DCM MP-1. Be sure to complete all other sections of the Joint
Application that relate to this proposed project. Please include all supplemental information.
[1. BRIDGES ❑This section not applicable
a. Is the proposed bridge: b. Water body to be crossed by bridge:
❑Commercial ®PublicIGovernment ❑Private/Community Pea Island Breach
c. Type of bridge(construction material): d. Water depth at the proposed crossing at NLW or NWL:
Reinforced Concrete Approx. 8'(NWL)at breach
e. (i)Will proposed bridge replace an existing bridge? ®Yes ONo f. (i)Will proposed bridge replace an existing culvert? Oyes No
If yes, If yes,
(ii)Length of existing bridge: 650' (ii)Length of existing culvert:
(iii)Width of existing bridge: 24' (iii)Width of existing culvert:
(iv)Navigation clearance underneath existing bridge: 15' (iv)Height of the top of the existing culvert above the NHW or
(v)Will all,or a part of,the existing bridge be removed? NWL:
(Explain) All parts of the existing bridge will be (v)Will all,or a part of,the existing culvert be removed?
removed. (Explain)
g. Length of proposed bridge: 11,160' h. Width of proposed bridge: 42'-7"
i. Will the proposed bridge affect existing water flow? DYes No j. Will the proposed bridge affect navigation by reducing or
If yes,explain: increasing the existing navigable opening? ®Yes ❑No
If yes,explain: New breach between Pamlico Sound and
Atlantic Ocean.
hC.i"✓2:e-- /it Vf.T il41 /kemii 'P,
k. Navigation clearance underneath proposed bridge: Approx.25' I. Have you contacted the U.S.Coast Guard concerning their
approval? ®Yes ❑No
If yes,explain: Advanced approval is anticipated.
m. Will the proposed bridge cross wetlands containing no navigable n. Height of proposed bridge above wetlands: Approx. 15'-25'
waters? ®Yes ❑No
If yes,explain: Coastal wetlands
2. CULVERTS This section not applicable
a. Number of culverts proposed: b. Water body in which the culvert is to be placed:
R E C E i V E D
MAR 252013

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< Form continues on back>
c. Type of culvert(construction material):
d. (i)Will proposed culvert replace an existing bridge? e. (i)Will proposed culvert replace an existing culvert?
Oyes ONo ®Yes ❑No
If yes, If yes,
(ii)Length of existing bridge: (ii)Length of existing culvert(s): 70'
(iii)Width of existing bridge: (iii)Width of existing culvert(s): 24"
(iv)Navigation clearance underneath existing bridge: (iv)Height of the top of the existing culvert above the NHW or
(v)Will all,or a part of,the existing bridge be removed? NWL: —3'
(Explain) (v)Will all,or a part of,the existing culvert be removed?
(Explain) The entire pipe will be removed.
f. Length of proposed culvert: g. Width of proposed culvert:
h. Height of the top of the proposed culvert above the NHW or NWL. i. Depth of culvert to be buried below existing bottom contour.
j. Will the proposed culvert affect navigation by reducing or k. Will the proposed culvert affect existing water flow?
increasing the existing navigable opening? Oyes ❑No
Oyes ❑No
If yes,explain:
If yes,explain:
[3. EXCAVATION and FILL ❑This section not applicable
a. (i)Will the placement of the proposed bridge or culvert require any b. (i)Will the placement of the proposed bridge or culvert require any
excavation below the NHW or NWL? Oyes No excavation within coastal wetlands/marsh(CW),submerged
If yes, aquatic vegetation(SAV),shell bottom(SB),or other wetlands
(WL)? If any boxes are checked,provide the number of square
(ii)Avg.length of area to be excavated: feet affected.
(iii)Avg.width of area to be excavated: ❑CW ❑SAV ❑SB
(iv)Avg.depth of area to be excavated: OWL ®None
(v)Amount of material to be excavated in cubic yards:
(ii)Describe the purpose of the excavation in these areas:
c. (i)Will the placement of the proposed bridge or culvert require any
high-ground excavation? Oyes No
If yes, .
(ii)Avg.length of area to be excavated:
(iii)Avg.width of area to be excavated:
(iv)Avg.depth of area to be excavated:
__pt.-1994f material b,EDn
cubic yards:
g,„
}
MAR252013
3 tti. txsi fit. rta s:
v ;Ir- COASTAL MANAGEMF".:.
RALEIGH

d. If the placement of the bridge or culvert involves any excavation,please complete the following:
(i) Location of the spoil disposal area: Jetting spoils will be confined to the 100'Transportation Easement within the Pea Island
National Wildlife Refuge, unless the Refuge accepts the material for Refuge use.
(ii)Dimensions of the spoil disposal area: TBD by contractor, possibly in conjunction with the Refuge.
(iii)Do you claim title to the disposal area? ❑Yes No (if no,attach a letter granting permission from the owner.)
(iv)Will the disposal area be available for future maintenance? Dyes No
(v)Does the disposal area include any coastal wetlands/marsh(CW),submerged aquatic vegetation(SAVs),other wetlands(WL),or shell
bottom(SB)?
❑CW ❑SAV OWL ❑SB ®None
If any boxes are checked,give dimensions if different from(ii)above.
(vi)Does the disposal area include any area below the NHW or NWL? ? ❑Yes No
If yes,give dimensions if different from(ii)above.
e. (i)Will the placement of the proposed bridge or culvert result in any f. (i)Will the placement of the proposed bridge or culvert result in any
fill(other than excavated material described in Item d above)to fill(other than excavated material described in Item d above)to
be placed below NHW or NWL? ®Yes ONo be placed within coastal wetlands/marsh(CW),submerged
If yes, aquatic vegetation(SAV),shell bottom(SB),or other wetlands
(WL)? If any boxes are checked,provide the number of square
(ii)Avg.length of area to be filled: temporary:855'total feet affected. aZij
(iii)Avg.width of area to be filled:temporary:3' ®CW ❑SAV ❑SB
(iv)Purpose of fill: Temporary fill for temporary roadway to JOWL 3't y/, ❑None
for shifting to build permanent bridge in transportation (ii)Describe the purpose of the excavation in these areas:
easment. Roadway approach to bridge and bridge piers.
f'L'tu
g. (i)Will the placement of the proposed bridge or culvert result in any
fill(other than excavated material described in Item d above)to
be placed on high-ground? ®Yes DNo
If yes,
(ii)Avg.length of area to be filled: 1000'
(iii)Avg.width of area to be filled:60'
(iv)Purpose of fill: Roadway approaches to bridge
4. GENERAL
a. Will the proposed project require the relocation of any existing b. Will the proposed project require the construction of any temporary
utility lines? ®Yes ❑No detour structures? Oyes ►i No
If yes,explain: Application has been submitted as a If yes,explain:
CAMA General to authorize the utility impacts. -
If this portion of the proposed project has already received
approval from local authorities,please attach a copy of the
approval or certification.
< Form continues on back>
MAR 252013
•

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c- Will the proposed project require any work channels? d. How will excavated or fill material be kept on site and erosion
Dyes No controlled?
If yes, complete Form DCM-MP-2. Standard erosion control measures such as silt fence and
rock filter dams.
e. What type of construction equipment will be used(for example, f. Will wetlands be crossed in transporting equipment to project site?
dragline,backhoe,or hydraulic dredge)?
['Yes No
Work bridge over open water;Crane and backhoe for piers. If yes,explain steps that will be taken to avoid or minimize
environmental impacts.
g. Will the placement of the proposed bridge or culvert require any
shoreline stabilization? ❑Yes NO
If yes,complete form MP-2,Section 3 for Shoreline
Stabilization only.
Date
a.0--'%
Project N /14:7
��✓ `'!
Applicant
Applicant Si t
:' 1, ED
MAR 252013
„ )1,= ;.,;r),: ;-,AL MANAGEMENT
i s A, E.I G:4

OCEAN HAZARD AEC NOTICE
r
Project is in an: X Ocean Erodible Area X High Hazard Flood Area X Inlet Hazard Area
Property Owner: N (= nr3partmpnt of Trancpnrtatiort
Property Address: Approximately 21111 A NC Highway 17, Rodantho, Nn
Date Lot Was Platted:
This notice is intended to make you, the applicant, aware of the SPECIAL NOTE: This hazard notice is required for
special risks and conditions associated with development in this development in areas subject to sudden and massive storms and
area, which is subject to natural hazards such as storms, erosion erosion. Permits issued for development in this area expire on
and currents. The rules of the Coastal Resources Commission December 31 of the third year following the year in which the
require that you receive an AEC Hazard Notice and permit was issued. Shortly before work begins on the project
acknowledge that notice in writing before a permit for site,the Local Permit Officer must be contacted to determine the
development can be issued. vegetation line and setback distance at your site. If the property
has seen little change since the time of permit issuance,and the
The Commission's rules on building standards, oceanfront proposed development can still meet the setback requirement,
setbacks and dune alterations are designed to minimize, but not the LPO will inform you that you may begin work. Substantial
eliminate, property loss from hazards. By granting permits, the progress on the project must be made within 60 days of this
Coastal Resources Commission does not guarantee the safety of setback determination,or the setback must be re-measured.Also,
the development and assumes no liability for future damage to the occurrence of a major shoreline change as the result of a
the development. Permits issued in the Ocean Hazard Area of storm within the 60-day period will necessitate re-measurement
Environmental Concern include the condition that structures be of the setback. It is important that you check with the LPO
relocated or dismantled if they become imminently threatened before the permit expires for official approval to continue the
by changes in shoreline configuration. The structure(s) must be work after the permit has expired. Generally, if foundation
relocated or dismantled within two (2) years of becoming pilings have been placed and substantial progress is continuing,
imminently threatened, and in any case upon its collapse or permit renewal can be authorized. It is unlawful to continue
subsidence. work after permit expiration.
The best available information,as accepted by the Coastal For more information,contact:
Resources Commission, indicates that the annual long-term
average ocean erosion rate for the area where your property is Paul C.Williams,Jr.,DOT Field Rep.
located is up to 8 feet per year.
Local Permit Officer
The rate was established by careful analysis of aerial
photographs of the coastline taken over the past 50 years. 1367 US 17 South, Elizabeth City, NC 27909
Studies also indicate that the shoreline could move as much as Address
O feet landward in a major storm.
/2141 NCDOT Division 1
The flood waters in a major storm are predicted to be about
feet deep in this area. Locality
A4J
Preferred oceanfront protection measures are beach nourishment 252-264-3901
and relocation of threatened structures. Hard erosion control
structures such as bulkheads,seawalls,revetments,groins,jetties Phone Number
and breakwaters are prohibited. Temporary sand bags may be
authorized under certain conditions.
The applicant must acknowledge this information and
requirements by signing this notice in the space below. Without
the proper signature,the application will not be complete.
3
na re ;,, ` i`t I VED
MAR Z 5 2013 Revised May 2010
f.r cr)AcTAL MANAGEMENT

BEFORE YOU BUILD
Setting Back for Safety: A Guide to Wise Development Along the Oceanfront
When you build along the oceanfront,you take a calculated risk. The Reasons
Natural forces of water and wind collide with tons of force,even The beachfront is an ever-changing landform. ` The beach and
on calm days. the dunes are natural"shock absorbers,"taking the beating of the
wind and waves and protecting the inland areas. By
Man-made structures cannot be guaranteed to survive the force incorporating building setbacks into the regulations,you have a
of a hurricane. Long-term erosion (or barrier island migration)' good chance of enjoying the full life of the structure. At first, it
may take from two to ten feet of the beach each year, and, seems very inviting to build your dream house as close to the
sooner or later,will threaten oceanfront structures. These are the beach as possible,but in five years you could find the dream has
facts of life for oceanfront property owners. become a nightmare as high tides and storm tides threaten your
investment.
The Coastal Resources Commission(CRC)has adopted rules for
building along the oceanfront.The rules are intended to avoid an The Exception
unreasonable risk to life and property, and to limit public and The Coastal Resources Commission recognized that these rules,
private losses from storm and long-term erosion. These rules initially passed in June 1979, might prove a hardship for some
lessen but do not eliminate the element of risk in oceanfront property owners. Therefore, they established an exception for
development. lots that cannot meet the setback requirement. The exception
allows buildings in front of the current setback, if the following
As you consider building along the oceanfront, the CRC wants conditions apply:
you to understand the rules and the risks. With this knowledge,
you can make a more informed decision about where and how to 1) the lot must have been platted as of June I, 1979, and
build in the coastal area. is not capable of being enlarged by combining with
adjoining land under the same ownership;
The Rules 2) development must be constructed as far back on the
When you build along the oceanfront,coastal management rules property as possible and in no case less than 60 feet
require that the structure be sited to fit safely into the beach landward of the vegetation line;
environment. 3) no development can take place on the frontal dune;
4) special construction standards on piling depth and
Structures along the oceanfront, less than 5,000 square feet in square footage must be met;and
size, must be behind the frontal dune, landward of the crest of 5) all other CAMA, state and local regulations must be
the primary dune, and set back from the first line of stable met.
natural vegetation a distance equal to 30 times the annual
erosion rate (a minimum of 60 feet). The setback calculation The exception is not available in the Inlet Hazard Area.
increases as the size of the structure increases [15A NCAC
7H.0306(ax2)]. For example: A structure between 5,000 and To determine eligibility for the exception the Local Permit
10,000 square feet would require a setback from the first line of Officer will make these measurements and observations:
stable, natural vegetation to a distance equal to 60 times the
annual erosion rate (a minimum of 120 feet). The graduated required setback from vegetation line
setback continues to increase through stt e t
100,000 square feet. rt E D
exception setback(maximum feasible)
rear property line setback
MAR 252013
max.allowable square footage on lowest floor
^-STAL MANAGEMENT
a+_FIGH
Hit 1'LKt.tl) tiIKEICIOIRE.INADEQUATE STTRACI.,
PERMITTED---
STRUCIURE, PRE-STORM REACHPRUPILE
ADEQUATE POST-STORM BEACH PROFILE
SETBACK
OM YEAR AFTER STORM/BEACH REBUILOING
After the storm, the house on the dune will be gone. The other house has a much better chance of survival.

STORMWATER MANAGEMENT PLAN
Project: 13201.1028011
I.D.No.: B2500-Ph. 2
County: Dare County
Date: 04/09/12
Hydraulics Project Manager: Edward Vance,P.E. (STV Incorporated)
Marshall Clawson, P.E. (NCDOT Hydraulics Unit)
ROADWAY DESCRIPTION
The project consists of constructing a new 2.1 mile long coastal bridge on NC-12. This project
was initiated by the breach at Pea Island as a result of Hurricane Irene. The total project length
which includes the temporary roadway alignment is 2.7 miles. The proposed bridge will be a
two-lane section(12' travel lanes with 8' shoulders), and will have 98 spans. The drainage
system will consist of open scuppers on the main bridge spans,grate inlets and pipe systems for
the ramps and end spans, and roadside ditches for the approach pavement.
ENVIRONMENTAL DESCRIPTION
The project is located within the Pasquotank Basin in Dare County which is also a CAMA
county. Since the project is sited on a coastal barrier island,runoff from the roadway will outfall
either directly to the ocean,sound,or to the abutting coastal wetlands. Impacts have been
minimized by using roadside ditches which are generally flat and will infiltrate stormwater into
the sandy soils.
BEST MANAGEMENT PRACTICES AND MAJOR STRUCTURES
Temporary construction runoff will be controlled by using Silt Fence, Special Silt Fence,
Temporary Slope Drains,Rock Silt Checks,and Temporary Matting and Grassing.
Open scuppers are proposed for the main spans of the permanent bridge because the height of the
low chord of the bridge is approximately 15' above the ground elevation. The bridge height will
allow the wind to disperse stormwater from the bridge drains before it impacts the ground. Also,
open scuppers are typically allowed in locations where the volume of runoff is very small
relative to the open water body to which the runoff is discharging such as sounds and Intracoastal
Waterways.
Permanent BMP measures used on this project to reduce stormwater impacts are:
• Grass swales,
• Rip rap pads at the pipe ends.
MAR 2 5 2013
DIV. OF COASTAL MANAGEMENT
RALEIGH

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P/Sta 3205f6456 P/Sta 3208+4529 P1 Sta 3217+33.43
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L= 39033' L= 171.42'57/ L= 10225'
T = /9533' T = 857Y T = 802.43'
R = 4A00.00' R = 11,460D0' R = 14460.00'
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RUNOFF = 107D0 SEE SHEET 2-M FOR DETOUR
SEE SHEETS S-1 THRU S-219 FOR STRUCTURE PLANS
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52
3074 3075 3076 3077 3078 3079 3080 3081 3082 3083 3084 3085 3086 3087

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111: PROJECT REFERENCE NO. SHEET NO.
BRIDGE /PAVEMENT RELATIONSHIP SKETCHB-2500A 2-S
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STV/Ralph Whitehead Associates,Inc. ROADWAY DESIGN
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END BRIDGE END APPROACH SLAB
-L- STA 3200+60.00 -L- Sta.3200+84.00 END RETAINING WALL-4
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x t z - F ". - " ® PROJECT REFERENCE NO. SHEET NO.
-X3-WAVE DATA -X5- CURVE DATA B-2500A 2-0
MY SHEET NO.
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PI Sta 3/61+2970 P/S70 3162+03.42 P/Ste 3/63+04J8 P/Sf0 3/60+9410 P/Ste 3/61+9422 STV/Ralph Whitehead Associates,Inc. ROADWAY DESIGN HYDRAULICS
A= 0 38 284(Rf) = 40'24 44P(RT) = 37 07'27.4(LT) = 3922 40.4'(AT) = 37'21'262'(LT) 000 NCh Morehead St. Ste.200 ENGINEER ENGINEER
D = f43'572 D = 38'if499' 0 = 38'/f499' , D = 38'if499' D- 38'Ir 9' NC Number - 1
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L= 37DY L= 10580 L= 9I19 k L= 103D9' L- 9720' .. N,r!!RY�°•., tH rwgq/''•.
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-t ® 1 -X5- STA 3159+00.00 .-f ,,- ' 'X5- STA 3/62+37,07 + ;i-1 N■■„.• ■
.I ■■ ■ .. py wI ELEV - 495 „Tiiiuu i 1
30 `}._. „ X3 STA 3/59+00:- NOV �C ! ■ - • X3 STA 3/63+5/20 N■uN■ ELEV.c 4J6' - N■N 30 30
1 N!i ELEV = 495' NIINN ELEV = 3,77' _;-1aN�N11 I 1; ! I — �InnN1/NN1�NN�
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EL = 460 INn1N1 - `Nl EL = 5.90' EL = 3.30' EL = 4,78' , - - I , I Il i,
EL = 5.90' EL 320 VC l20Minn{ UMMIINN VC = 75' VC 110' �_. VC = 75' NI®INN
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1 Y Y x * *. z _ _ v z * i *_ �` z x +. - PROJECT REFERENCE NO. SHEET NO.
* * : x I Y•w.. �s/�x Y Y x x Y x x '‘A-:::
� i * i i a : .. } Y * x Y x x x k t. i k X B-2500A 1 2-P
[ y t x Y Y.
x x * * X4- CURVE DATA
s .z .k * s. Y x ?•"+-' * .* Al * * :k * •• * * * z :t �. x k PM' SHEET NO.
x ''m / * * ' Y Y x Y * s ,x * * * Y " PI Ste 3/79 01.82 PI Sta 3/80+0490 P/Sta 3/82+1035 STV/Ralph Whitehead Associates,Inc. ROADWAY DESIGN HYDRAUL CS
i '," Y i * > x z Y * x J: Y z * 3 * x p= 40'33'W.6(LT) p= 3827'S79'lRT) p= O'23'023'lLT) ,000 west Moo.neod SL,Ste.200 ENGINEER ENGINEER
-77\ Y lv` y A. z x x x Y Y x .k x y. x y r .. Licen a n, r F08
x s x x * * x * > ' D = 38/Y499' D 38/Y499' D = 20Y23.4' NC License Number F-0991 �lutufuun uuluuur4
x * * * * *. * *: z y * k _ L= /55.4r L= l5233 L= 1898 ^. °fN» / H• �
*. x * .k . T - 55.4Y T - 5233 T = 9.49' ��eyyy6 �q��
Eo * x * r. * x * * * x * s. Y t * Y :i Y '' x { R = lSDDD R = ISODO R = 2832D0 ``� R iQ'LAN$�
* s 4 x x * * O ` e= 40% e= 40% e= 4D% O I sMLior C�Nb'RUcailt
✓�yy ��* o. z * * Y x * * Yam# RUNOFF 6292 RUNOFF = 6292 RUNOFF = 6292 WaiaY c 03"
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DIV. OF COASTAL MANAGEMENT * •
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-X2- WRVS DATA BEGIN WATER FILLED BARRIER __i r N
RALEIGH X4-sra3/79l0B6/bDDRr f" fl '�* Y x k �' " . 1 J�---�J�-�,
PI Sly 3/83+2226 P/SYa 3/84+55.07
D = 2255 059'(�) D 2255'059(RT) • C �-��� `r ��' `J
L= 147.6/' L= 120.09' - r/
T = 76D2' T = 6123' j ✓/ \
e=4250Aa DX e=42501JO DX j
RUNOFF = 6292' RUNOFF = 6292' J j O
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30 I f,. BEGIN GRADE " ; ;{ i ! 1 I i`', — '—. END GRADE I I 30 30 • • BEGIN GRADE - ^t-- EFW BADE - --'�MI �CNESI /
: '''' X4 ETA.3/78+46.41 C, -X9-•.51 A 3/82+1984
: • -X2 STA.3179+58,32 . I I 1 + 1 I I -X2- STA,3/85+13,93
— - T I ELEV =_5J0 ,. i 1 j —1. (• 1 I.I +. ELEV =: 5 25' { E _ 57 I I FCEV 5t25' I f®
t F - f T I f iq ..
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PI= 3180+84.00 -• + 4: , i ® 'p I .....N■N q
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g VC 150 „._. ;...:- 1 -.. I $ PI-. 179+05.00 EL = 5.75'- _ + �1®O MN a -
� - : _ _ f .. -T� :�. 4.67' VC = 100' - Le_ 1 I!{, {
1 i = K Il6 f, ! i ' I =!!!.: -
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1111 PROJECT REFERENCE NO. SHEET NO.
Y' f x- 4 4 r t r *
-XI- CURVE DATA .r f Y r - x r ; ' _ -X3- CURVE DATA B-2500A 2-0
A Inc. SW SHEET NO.
P/Sto 3/57+6803 PI Sto 3/56+9793 PI Sto 316/+40J/ ' PI Sto 3/6/+2970 P/Sto 3162+03.42 P/Sto 3163+0438 STV/Ralph Whitehead Associates,La ROADWAY DESIGN HYDRAULICS
= 29'46'20.5'(RT) = 29'46'/97'(LT) = 0 36 5/S(RT) = 0'38'28.4'(RTJ = 40'24'446(AT) = 3T 07'27.4'(LT) 1000 w..I Morehead st,Ste.200 ENGINEER ENGINEER
0 = 22'55'059 D = 22'55'05.9' D = Y 46'042 ' , D = /43'572 D = 37 lY 499 D = 38/Y 499 Charlotte.NC zezoe
L= 1299Y L= /299Y L= 3475' L= 37DY L= 1058(J L= 9I19 NC License NumbK F-0991 ;\\\\n11u lllllYY uul am-,yll
T = 6646 T = 6645' T = 1737' " T = 185Y T = 552J T = 5037' , Yi'z- !Fi',, i
R = 25000 R = 250D0 R = 324/DO a . a i. , = 3307D(Y = _ _ lEl ,Al
R R 150D0' R /5000' N E�
e= 40X e= 4DX e= 25X x .f ,. e= 4DX e= 40X e= 4D% �````l_. RE 'PM RA'.
r .: .r r , ', y. UNITES STATEt OF AMERICA RUNOFF = 6292' RUNOFF = 6292' RUNOFF = 6292' + a , _ { �i7i_Y� `�" '• '''''
RUNOFF = 6292 RUNOFF = 6292 RUNOFF = 3933' r r r : _ • _
r =
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L= 18203' L= 12998 L= 128.3d L= 724.40' L= 1476Y L= 120D9 * _ * r j p,O N �' ``�N,,
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30 Y■. - I '; 4 I.I I ,, 1 I:;- : ..m...■.�...I. Y j .. _ "' � f :---I--I t .-=y- -`'`{ 30
w r ,. I I 1 . I . I , unimm l I I ji P1- 3/86+73.IX) I lit I : I f :: I .r . ,
11 : i® ; I' ;' I , , t{; I' ::' •r_ I I -- EL = 4.60' I II ' j
■ . . .■■Y. : - :: ■Y `I 1 t a'-'I - ' - Y■Y...■ _ f`-' VC 234 -1--;..•• ••■ .:-.r -'t • IO■■Y T..,i '-'-1" --- ons:::. i( .. -F"" -I 'Y®.■Y■ Y ..
a ■■R■�i..Y:.■... �:C i:�■�i�. I ;: ! , 1..___... .: `:■■■Y.■.■ = i `i T K = 733 t - m■■Y.■.Y■N MIMI; • .1_-;- •■•YY■■ PI- 3/84+59.00 . 1 +_I-+- . .:
20 P!- 3f19+000U P1 3180+65.00 t< ; I PI= 3182+65.00)._ • Y.YY■■Y. EL = 5.48' { 1 •r i ' 20
EL = 450' EL = 620' 1 T T._ EL = 4.90' - 1 . VC 170' i J 1 . .,
11' - r- rt lu
.._.. : r:... t'
r... VC - 170 I K = 239 r _ f , r 1 1 't f (....
-.. KC 86 a VC = l70 K /79 1 11®111 j 1 _,.. ---Lf--,. t� ®, N
�1� 10
._-- K = l01 ;. 1 i - - �����` PROPOSED.GRADE-F 1 ; t i t I 1,1j. 1 I 1 1•, , - MN'
.... Y•p..•.
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m 3178 3179 3180 3181 3182 3183 3184 3185 3186 3187 3188 3189 3190 3191
L

y '//'g -�- Ill PROJECT REFERENCE NO. SHEET NO.
# k _ -DET- CURVE DATA x B 2500A 2 K i
s \ NW
+ :r # t y` P/Sfo 3/64+0524 PI Sfo 3/67+2257 P/Sto 3/68+6/99 PI St 3/76+6223 P/S7a 3/78+1OD7K. x x Al = w = STV/Ralph Whitehead Associates,Inc. ROADWAY DESIGN SHEET NO. HYDRAULICS
• A= 8'44'282'(RT) A= 8'29'529'(LT) A_ /9'36'02.3'(RT) A= /6 2r 34.5'(RT) A= 6 57'/03'(LT) 1000 N.M U .ad st St. 200 ENGINEER ENGINEER
_ . r x :t x Y D r 46 042' D 6Of 52.7 D 14/9 262• D =/4/9 262' D J 49 ILO Y x ,. a an u. Mc se2oe
_ = L = 494.45' L= /40.90' L= /36.84 L= 1/42r L= 18223' e x x NC x.� w�p-Deal ��ttNull ,, '' ENGINEER
,,//'
Y = r` T = 2477r T = 7058' T = 69.09' T =5750 T 9/J2 ' t .r = "c"�•ki �p:" Vi
R = 324/.OD' R = 950.00' R = 4WW R = 400110' R = /,500D10 `-
= r r # \ x x -k"m=-, _ Ei ri I TAa / A
e= 25X e= 3DX. e= 4D% e- 4D% e= 25% Y # Y _ SaRlrnr I/s*es ��
' ` ' ` , RUNOFF = 3933' RUNOFF = 4719' RUNOFF = 6292' RUNOFF = 6292' RUNOFF = 3933' P(qD J / x _ w2cea c3acc1 i
Iv.
.. r = > r ,,•,. ,,,,,4 , 1\ coRS96 1- 4: x .. •e x =. .x ...
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--To--Qt UNITED STATES OF AMERICA_-'- ._ I.EG I x. z. x r # ' / � �"` // O ``,�.
x = Y = E t.....---------- _____\__ 6' i w /� n Y Y i } .r //111111111 I/lll�I11\1\
WW E Y # s y �_.P.
REMO/E 28P EX%STI#G OUARDRNL G } 4 so-- --- �— R 'y - ,. ` x "x �. x BEGIN -0Er-STA 316'61,68 LT':F �t # r _ v . y
x # _ AND DD��7T STA 3Na5+J6 LT O-.---- t ro x '. `: x x 1'.
(S££SHEET 3-t FOR GUARDRN moo= x x r. x = x— _
x * x SUMMNdU Y�/, �� fT-- c / 'x = '�- '"O" x # �i. .//i
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# x x # i< # y x # ,Cs� cpl - �.-�i NEW INLET [—�T # x x. x SeseviaLai i y i -_ r
• x x x. r I ��'' ��. TEMP.SHORING(SEE TMPJ I j �t - _.--e- x Y Y .' * MOVE 28/EXISTING GU ".--L
: TEMP.CONCRETE BARRIER I
,Y I `,� Y y., BEG/N -L-STA3i- /•' D N
N x .P x /� TEMP.SHORING(SEE TMP) J -ST: 8+73 T
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E NEW INLET s.
F' --!-- E 75.41 END TEMP.CONCRETE BARR/ 'E--E��E� BEGIN TEMP.•I .BN7R/ER /573:. .,4� ■\�f����l�
Oi
E -DIET-SAx JR'6 -lt$Y LT&RT l TYP•
Q i TEMP.SNOR/NG.i;SEE 7MP) O� -BET-Sia.3169+3597,H00• a'm' —��E�—Es_E 0, 9
111 ar Crt + Cr) ,� E
i `�- `n '•'`,, UNITED STATES OF AMERICA i R
MAR 2 5 2013 Z ( +. MP. 2
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��RAC EI GFE ,`� BE 2ezfxisr3t6+52 RT
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`i„,' (. -- END A 3169+36 RT 1i REMOVE 28f EXISTING GUNiQRNL
0 £7� / (SEE FOR GUARDRAIL �. i BEGIN-OET-STA 3p6+0/RT
\� SUMMARYEND-DET-STA 3/78+8f RT
�, BEFORE BEGINNING TEMPORARY SHORING DESIGN OR CONSTRUCTION, (SEE SHEET 3-C FOR GUAR RNL
) t'� a. •
SURVEY EXISTING GROUND ELEVATIONS IN THE VICINITY OF SHORING SUMMARY) SEE SHEET 1 FOR PLAN
� 4 �.J �... ` LOCATIONS TO DETERMINE ACTUAL SHORING HEIGHTS.
•
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V VC l00 EL = /69 ..+_.... -`i_ `Ta? .-1 - ■-s _,_ EL = 9J4 - - n7+50.00; :_rt,_.�,. 20
VPI= 3/65+35.00 .- _ _ I-._ _,. K = 41 - —I— • y.-yr, + +-,
VC na i µ , :{ I'I I I , 1 11.17! �'
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-
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c0 3165 3166 3167 3168 3169 3170 3171 , 3172 3173 3174 3175 3176 3177 3178

N
s Y x. 4 4 Ell PROJECT REFERENCE NO. SHEET NO.
-DET- CURVE DATA -XI- CURVE DATA x 4 'k' ;' Y Y Y• 8-2500A 2-J
4 ' } Y; . 3 4 RAY SHEET NO.
PI Sta 3/52+67.46 P1 Sta 3/59+6656 P/Sta 3/60+9524 PI Sto 3/64+0524 PI Sta 3157+68.03 P/Sta 3158+9793 PI SIo 3/6/+40J/ r a Y
I �6. sr _r.--_.Y.`->t h_�_.3.-Y' mac- .Y�`, - Y Y' Y - x Y xkk s Y .Y t' -`:-M x 1 Y ' 'Z' A Y_- a � . x•Y , 'km x'a �•-4 Y ' ST:
V/Ralph Whitehead
hitehead Associates,
ssociates Inc.
nc
.
,-
ROADWAY DESIGN
ESIG N.
=x,
•. INH Y D
R AU.q
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A- 77 33'38.4'(LT) t - 29'49'078 PT) P- 2 /2•/5.4'(LT) A- 844'282(RT) A= 29'46'20S(AT) P- 29 46'197'(LT) *5= 0 36'5/5'(RT) 4 * x * 1000West Na8A..d St.,St..200
cn-,na NC zezoa ENGINEER ENGINEER
D = 20f23.4' D = 22'55'059' D = 22'55'059' D = 7 46'042' D = 22'55'05.9' D = 2 55'059' D = P 46'042 4
NC}tans.NumberF-0991 `,\\U\III ,, y �Ni"'
i1° L= 86798' L= 130.1Y L= 127.43' L = 494.45' L= /299r L= 12991' L= 3475' •t " 4 x :4 N'',T = 437.42 T = 6656 T = 6513' T = 24777 T = 6646 T = 6645' T = 17 37' r : Y S ► ,, p;,G..vvqqt..,,W�
,'s
ED R = 283200
e= 40%
RUNOFF = 8520 R = 250D0
e= 4A%
RUNOFF = 6292 R = 250D0
e= 4A%
RUNOFF = 6292 R = 324L00
e= 25%
RUNOFF = 3933' R = 25000
e= 4A%
RUNOFF = 6292 R = 250D0
e= 40%
RUNOFF = 6292 R = 324/DO
e= 25%
RUNOFF = 3933' r .x s xxx � s s
s *
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Y4 « Y C t xxY a i y_ � Y Yt ti Y i -.X. Y;f .1 ; ,k * � Y { 3 _ Y10. _ __VI--- YT, 3 ,k t : x , Y� o 4 ' x k ')IV OF COASTAL NAGEMENT N �P■E„IRE �� r 4. r x _ x _ � Y # _ r '44- = , � \ � _ \� * , �
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1
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17.
LOCATIONS TO DETERMINE ACTUAL SHORING HEIGHTS.5 ® �-.■!!�_ ��- -' E GILTS.
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B-2500A 2—C
RAY SHEET NO.
STV'I Ralph Whitehead Associates,Inc. ROADWAY DESIGN PAVEMENT DESIGN
1000 West Moreheod St..Ste.200 ENGINEER ENGINEER
Charlotte.NC 28208
NC License Number F-0991 11111�11111���'
` `�[S 4/N9'''S1
c PROPOSED NC 12 c EXIST NC 12 ' RSESOT ELNITNIIlSTARYliRH_POtCONSTR PLANSUCTION '
I = I 932699 `
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SHORING
MAR 2 5'2013
-DET- STA.3161+57.54 TO STA.3179+58.32 W/HOLES @ 20'L
SPACING,6"O.D.
DIV. OF COASTAL MANAGEMENT
RALEIGH
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TEMP.BARRIER 6"
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N
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3 1. VARIABLE SUPER ROTATES 1. VARIABLE SUPER ROTATES
8 IN OPPOSITE DIRECTION IN OPPOSITE DIRECTION
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SEE DETOUR PLANS FOR DETAILS. SEE DETOUR PLANS FOR DETAILS.
U EXISTING PAVEMENT
e CVW WEDGING
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b
ALL PAVEMENT SLOPES 1:1 UNLESS NOTED OTHERWISE
0

Ill PROJECTREFERENCE NO. SHEET NO.
B-2500APAY 2-B
EXIST NC 12 PROPOSED NC 12 STV/Ralph Whitehead Associates,Inc. ROADWAY DESIGN EEr No PAVEMENT DESIGN
1000 West Morehead St..Ste.200 ENGINEER ENGINEER
Charlotte.NC 28208
NC License Numb.,F-0991 \t IIIIIIIIIIII�''
• ' ROW i i ROW ..,�,a`"`•!!! 'k;''
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MAR 2 5'2013
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PROJECT REFERENCE NO.® 8-25WA 2—A
EW SHEET NO. SHEET NO.
STV/Ralph Whitehead Associates,Inc. ROADWAY DESIGN PAVEMENT DESIGN
MAR 2 000 west ottMwC St..Ste 200 ENGINEER ENGINEER
5 2013 CNorlee NC 28208
NC e.Lic Morehead
Number F Ste \111111111I���/
\ N caRcYi,T,�
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-L- STA.3087+50.00 TO STA.3089+00.00 (BEGIN BRIDGE) ! 10' 8' WEDGING VARIES
-L- STA.3200+60.00 (END BRIDGE)TO STA.3202+50.00
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N -DET- STA.3078+12.67 TO STA.3115+00.00 W WEDGING
-DET- STA.3119+50.00 TO STA.3148+00.00
ALL PAVEMENT SLOPES 1:1 UNLESS NOTED OTHERWISE
0

PROJECT REFERENCE NO. SHEET NO.
IIIB-2500A 2
+ c PROPOSED NC 12 RAY SHEET NO.
STV/Ralph Whitehead Associates,Inc. ROADWAY DESIGN PAVEMENT DESIGN
•
1000 West uoreheod St.,Ste.200 ENGINEER ENGINEER
Cbo,Iotte,NC 28208
• e •
, I NC License Number F-0991 \1111111111/I„,,
30'EXIST.ROADWAY sv►w
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*NOTES:
-L- STA.3083+00.00 TO STA.3086+92.67 1. USE WEDGING DETAIL#1
-L- STA.3204+46.89 TO STA.3207+37.00 WEDGING DETAIL #1
® . (1) c EXIST NC 12
c PROPOSED NC 12 I
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I
8' 12' 12' I.-48' I. ------ 1
11'W/GR i 11'W/GR I
VARIES 4'- 8' 1 ! t 4'- B' VARIES 3"MIN.
PS I ■ C2 PS
.08 .025 .025 .025, v .025 08 WEDGING DETAIL #2
EXISTING GROUND '3,' I EXISTING GROUND
---------- i GRADE --------—
-
T I POINT
E2 8"
GRADE TO THIS LINE
TYPICAL SECTION #2 PAVEMENT SCHEDULE
-L- STA.3086+02.91 TO STA.3086+92.67 RECEIVED-L- STA.3203+55.04 TO STA.3204+46.89 Cl PROP. APPROX. 2" ASPHALT CONCRETE SURFACE COURSE TYPE S9.58, AT
(V�n AN AVERAGE RATE OF 224 LBS. PER SO.YD.
MAR 2 5 2013 C2 AN AVERAGEPROP. OX. 3"RATE OFS1 8LT LBS CONCRETE
S SURFACE
YD. IN EACHSE OFTMTWO LAYERS.PE S9.58,
PROP. VAR. DEPTH ASPHALT CONCRETE SURFACE COURSE, TYPE S9.5B, AT
PROPOSED NC 12 DIV. OF COASTAL MANAGEMENT (,3INLAYERSANENOTTE LESS THANOF 112LBS.11.5"PER IN DEPTH ORSQ.YD. ER GREATER1" PTH THAN 2"TO IN PLACED
IN DEPTH.
1 RALEIGH
I E I PROP. APPROX. 4" ASPHALT CONCRETE BASE COURSE TYPE B25.OB, AT
I AN AVERAGE RATE OF 456 LBS. PER SQ.YD.
3' 5.67'PS 12' ! 12' 5.67'PS 3'p - . PROP. APPROX. 5" ASPHALT CONCRETE BASE COURSE TYPE B25.OB, AT
I E2 AN AVERAGE RATE OF 570 LBS. PER SQ.YD.
oo I PROP. VAR. DEPTH ASPHALT CONCRETE BASE COURSE, TYPE B25.OB, AT
— cc I E3 AN AVERAGE RATE OF 114 LBS. PER SO.YD. PER 1" DEPTH TO BE PLACED
W © I
I
C2 IN LAYERS NOT LESS THAN 3" OR GREATER THAN 5.5" IN DEPTH.
�.025 .025 .025 I .025.„ R
3.�
EXISTING GROUND 3'\ _a„.„..,,,,,,, �' EXISTING GROUND R SHOULDER BERM GUTTER
/! GRADE
R
O co, E2 8" I POINT
I E3 T T EARTH MATERIAL
8 GRADE TO THIS LINE
U EXISTING PAVEMENT
TYPICAL SECTION #3
-L- STA.3086+92.67 TO STA.3087+25.91 W VARIABLE DEPTH ASPHALT (SEE WEDGING DETAIL THIS SHEET)
-L- STA.3202+50.66 TO STA.3203+55.04
N
O
N
N ALL PAVEMENT SLOPES 1:1 UNLESS NOTED OTHERWISE
0

r
PROJECT REFERENCE NO. SHEET NO.
Note: Not to Scale STATE OF NORTH CAROLINA 8-2500A I—B
:RE C
E I V
E D *S.U.E. = Subsurface Utility Engineering DIVISION OF HIGHWAYS PRELIMINARY PLANS
DO NOT USE FOR CONSTRUCTION
CONVENTIONAL PLAN SHEET SYMBOLS
MAR 2 5 2013 BOUNDARIES AND PROPERTY: WATER:
State Line Water Manhole
DIV. OP COASTAL MANAGEMENT County Line - RAILROADS: Water Meter- o
RALEIGH Township Line Standard Gauge I �xITRI s!Ir�r I Water Valve
CityLine RR Signal Milepost Orchard O 0 0 O
9 P "� 35 Vineyard I Water Hydrant -0
Reservation Line Switch y vin.YarO Recorded LIG Water Line •
SWITCH
- Property Line RR Abandoned --`-- EXISTING STRUCTURES: Designated LIG Water Line (S.U.E.*) ----•----
Existing Iron Pin - O RR Dismantled Above Ground Water Line A/G water
MAJOR:
Property Corner-- RIGHT OF WAY: Bridge,Tunnel or Box Culvert I CONC I
Property Monument Baseline Control Point • TV:
Bridge Wing Wall,Head Wall and End Wall- j CONC vi*
Parcel/Sequence Number ® Existing Right of Way Marker A TV Satellite Dish %
MINOR:
Existing Fence Line -x x x- Existing Right of Way Line - Head and End Wall / CONC HD \ TV Pedestal
Proposed Woven Wire Fence ° Proposed Right of Way Line - ® Pipe Culvert TV Tower
Proposed Chain Link Fence ° Proposed Right of Way Line with ® A Footbridge > < LIG TV Cable Hand Hole
k M
and
Pin Cap Marker ar
Proposed Barbed Wire Fence 0 IronRecorded LIG TV Cable YV
Proposed Right of Way Line with Drainage Box: Catch Basin, DI or JB ❑Ca
Existing Wetland Boundary wt. Concrete or Granite Marker ® g Paved Ditch Gutter Designated LIG TV Cable (S.U.E.*) ----w,----
Proposed Wetland Boundary "e Existing Control of Access - Storm Sewer Manhole 0 Recorded LIG Fiber Optic Cable ^Po
Existing Endangered Animal Boundary "' Proposed Control of Access - ® Storm Sewer s Designated LIG Fiber Optic Cable (S.U.E.*) r --
Existing Endangered Plant Boundary `" Existing Easement Line --E—
Known Soil Contamination:Area or Site -.VI.- .®. Proposed Temporary Construction Easement- E UTILITIES: GAS:
Potential Soil Contamination:Area or Site - - = Proposed Temporary Drainage Easement TDE POWER: Gas Valve O
BUILDINGS AND OTHER CULTURE: Proposed Permanent Drainage Easement PDE Existing Power Pole j Gas Meter
Gas Pump Vent or LIG Tank Cap 0 Proposed Permanent Drainage/Utility Easement DUE Proposed Power Pole b Recorded LIG Gas Line a
Sign o Proposed Permanent Utility Easement PUE Existing Joint Use Pole Designated LIG Gas Line (S.U.E.*) -- - -
o Above Ground Gas Line A/G Gas
Well Proposed Temporary Utility Easement TUE Proposed Joint Use Pole
Small Mine 'X' Proposed Aerial Utility Easement AUE Power Manhole
Foundation I I Power Line Tower ® SANITARY SEWER:
Proposed Permanent Easement with
Area Outline I I Iron Pin and Cap Marker 0 Power Transformer B Sanitary Sewer Manhole
Cemetery I I 1 ROADS AND RELATED FEATURES: LIG Power Cable Hand Hole Sanitary Sewer Cleanout p+
Building P 7 Existing Edge of Pavement ----- H-Frame Pole .--. LIG Sanitary Sewer Line ss
School I I Existing Curb ----- Recorded LIG Power Line P
Above Ground Sanitary Sewer A/G Sanitary Sewer
Church 1171 Proposed Slope Stakes Cut c Designated LIG Power Line (S.U.E.*) ---—P———— Recorded SS Forced Main Line Pu
Dam Proposed Slope Stakes Fill F Designated SS Forced Main Line (S.U.E.*) - ----,ww----
Proposed Curb Ramp C_D TELEPHONE:
Q ilYDROLOGY.' MISCELLANEOUS:
m Existing Metal Guardrail Existing Telephone Pole -tl• Utility Pole
g Stream or Body of Water Proposed Guardrail
P T T T T Proposed Telephone Pole
Hydro,Pool or n'Servoir ,__-_7 n n n P P
Jurisdictional Stream —is J Existing Cable Guiderail Telephone Manhole- O Utility Pole with Base
Proposed Cable Guiderail - " " " Utility Located Object 0
N az P Telephone Booth ❑O Utility Traffic Signal Box
Buffer Zone 1
Buffer Zone 2
-ez 2
3 Equality Symbol Telephone Pedestal M
Pavement Removal C. T ; Utility Unknown LIG Line RIR
Telephone Cell Tower
. - Flow Arrow F- LIG Tank;Water,Gas,Oil
o Disappearing Stream >— VEGETATION: UIG Telephone Cable Hand Hole NN Y
8 Single Tree a Recorded UG Tele hone Cable Underground Storage Tank,Approx. Loc. (us;)
5 Spring O�" �_ P
Single Shrub © Designated UG Telephone Cable S.U.E.* AG Tank;Water,Gas,Oil
Wetland 9 P (S.U.E.*)-- ----'
Proposed Lateral,Tail,Head Ditch - 7> > > Hedge ,...--.-...-.-----
Recorded LIG Telephone Conduit IC Geoenvironmental Boring
Designated LIG Telephone Conduit(S.U.E. ) ----n- U� Test Hole (S.U.E.') m
False Sump Woods Line •- ---
w Recorded LIG Fiber Optics Cable Abandoned According to Utility Records AATUR
• t a E.O.I.
e Designated LIG Fiber Optics Cable (S.U.E.')- ----•'0—- End of Information
0

f
t t See Sheet 1 A For Index of Sheets
STATE OF NORTH CAROLINA �." er'a.wecr."""�"" • Nil MINIS
See Sheet 1-B For Standill ard Symbology Sheet N.C. B-2500A 1
/{/t DIVISI®N OF HIGHWAYS ...,..�. .....a.sn11.031.11.111.
,
O am,A eeeo,ed �,:)
32635.1.E P.E.
�, „/ �, 32635.2.2 BRNHF-0012(55) UTIL.
;' ) vim((_ h' 32635.3.6 BRNHF-0012(55) CONST.
1 .1Il_ \--Sod : DARE CO U1�TY
A4 ,1,. END
►
■ l( PROJECT ' \
• J - LOCATION: PHASE II, NC 12 LONG-TERM IMPROVEMENTS AT PEA ISLAND
r , v ;' TYPE OF WORK GRADING,PAVING,DRAINAGE & STRUCTURE
— 'rK NE ,
,r44tu `t- R ; ,
O /Q ; ;,;Sandy Pont � `
;- BEGIN
PROJECT
_.4Sowd
R.
t\long Shoal Point
R� .J
NAD 83
VICINITY MAP N.T.S. CO`
BEGIN TIP PROJECT B-2500A END TIP PROJECT B-2500A
—L— STA.3083+00.00 —L— STA.3207+37.00
PAMLICO SOUND
4 5 11 12
14
NC ,2 6 7 8 9 10 I 13 J �, �-,
I I —t, I I ) NC 12
—- To CAPE HATTAS a JI� I I D� I I O I I I -DET- -.V NAGS
HEAD��
I I I r"�� I I I ro
I 1 I
I I I I — - >tr __ s
BEGIN CONSTRUCTION
-DET-STA.3076+5311 END CONSTRUCTION
ATLANTIC END BRIDGE DET-STA.3215+10.98
BEGIN BRIDGE -L-STA 3200+60.00
-I.-STA.3089+00.00
t.
p...,,,,
RECEIVED
1....,
cy)
O MAR 252013
V DIV. OF COASTAL MANAGEMENT
RALEIGH
V `
GRAPHIC SCALES DESIGN DATA PROJECT LENGTH PLANS PREPARED FOR THE NCDOT BY: HYDRAULICS tN' "
STV/RALPH WHITEHEAD ASSOCIATES,INC. ENGINEER il ..,
ADT 2012 = 7,300 1000 West Morehead St.,Ste.200,Charlotte NC,2820E yf► {
50 25 0 50 100 PRELIMIN3IICT �SI4S=
I.111�I J ADT 2032 = 10,900 PROJECTNC License Number F-0991 DO NOT U86,OA coND>�RON t MoR
_ LENGTH OF ROADWAY TIP B 2500A = 0.241 MILES _ e 0 N
2012 STANDARD SPECIFICAOTONS '� O'
PLANS DHV = N/A LENGTH OF STRUCTURE TIP PROJECT 8-2500A = 2114 MILES .� E +('s �� >>�
50 25 0 50 1 0 TD = 6% TOTAL LENGTH OF TIP PROJECT B-2500A = 2355 MILES /,� v'
JE RIGHT OF WAY DATE: JOHN N.JOHNSON, PE p$ „�/�t t 111„"` m s
,,,,,,,,,ill,,,,,, � s
N/A PROJECT ENGINEER ROADWAY DESIGN ZN A'7, >� A.
PROFILE (HORIZONTAL) V 60 MPH ENGINEER .' 4,of- 1:4V% \
FUNC.CLASSIFICATION: PRELIMINA81 sp,,I,AIIS `RT aP •
l°
10 5 0 10 20 COLLECTOR NCDOT CONTACT: GARY COVERING,PE LETTING DATE: JOSROJHE TA F E ,PE oo NOT va ye ooNaoeB.sort. TRIM
0 `1 111 T = 1% TTST+5% DUALS Project Engineer,Roadway Design DN
DECEMBER 18,2012 �,v;�ri��'
\� l PROFILE (VERTICAL) n REGIONAL TIER ^ PS ,.jDHfai yE�;`.`�
J

12 PE• ISLAND 24
ROADWAY De.1IGN HYDRAUIIC5
INGINII. UNGINUR
REcErv =,
. No
____ INCOMPLE MIMI
DO NOT NQ r'Oa
1.� IEEE RY PLANS
MAR 2 5 2013
70 IRO
7-1
DIV. OF COASTAL MANA4ran =
RALEIGH
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I
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•
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I MAR 252013
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1 21
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I RALEIGH = .
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MAR 2 5 2013 P/S/c 3204+7961 PI STo 3207+2730 STo 32/2+8127 PI sro 3221+2435 PI Ste 3205+6456 PI Slo 3208+4529 PI Sta 32171-33.43
I o= r 36'022 UU) 0= 4'59'262r MT) A= 7'5r 221(LT) o= 3'46'285'(LT) p= S 35'28. (RT) = 0 5r 253 MT) 8 - 8 00 38.4(LT)
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D I V. O F COASTAL MANAGEMENT R = 80.55'O R = 2AOOA(Y R = 6 BoOm R = //,460L10 R = 4A0000 R = 11,460()7 R = 11,46000
1 RALEIGH e= 252 e= 4.0% e= 25% e= 25%
I RUNOFF = 5325' RUNOFF - 8520' RUNOFF = 5325' RUNOFF - 5325' e= 4A% 1
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See Sheet f A For Index of Sheets
• STATE OF NORTH CAROLINA RA.. RA„ROM,'R ...=e,o NM I0am
See Sheet f-B For Standard Symbology Sheet N.C. NC 12 1
DIVISION OF HIGHWAYS RATS PROW% r.Artnim a.
CTaaron&and ` ``.'. \ 13201.10228025 P.E.i c
;Sr* DARE COUNTY
Pomhoo Bann•-``•�\,
is PROJECT )�,1
'�'��,, LOCATION: NC HWY 12 OVER PEA ISLAND BREACH
TYPE OF WORK: GRADING,PAVING,DRAINAGE & STRUCTURE / Utility Permit Drawing
-7.- LII:14 7. \
UTILITY WORK RELOCATE TELEPHONE FIBER Sheet 1 of 22
.' mwurr ' 1y OPTIC AND COPPER CABLES i
t"
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PROJECT Q`1
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illihi
BEGIN PROJECT NC 12 PEA ISLAND BREACH END PROJECT NC 12 PEA ISLAND BREACH
NI -L- STA.3083+00.00 -L- STA.3207+37.00
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O BEGIN BRIDGE -L-STA 3200+60.00
-U-STA.3089+00.00
a, NCJ2NEUPLANS RE
EIVED
5/14'2012
MAR 252013
DIV. OF COASTAL MANAGEMENT
r RALEIGH
e •
V
GRAPHIC SCALES DESIGN DATA PROJECT LENGTH PLANS PREPARED FOR THE NCDOT BY HYDRAULICS �'H ,
STV/RALPH WHITEHEAD ASSOCIATES,INC. ENGINEER s .
50 25 50 l00 ADT 2012 = 7,300 1000 West Morehead Si,,Ste.200, Charlotte NC,28208 1 i
ADT 2032 10 900 LENGTH OF ROADWAY TIP PROJECT v NC L(caMu Number F-0991
= 0.241 MILES GI# + y
PLANS � DHVN/A LENGTH OF STRUCTURE TIP PROJECT = 2.114 MILES 1011 S7A.mARn SPECIPIC4710NS .'��fi + ��� ti
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P.B. �''�,4 YpR?,, '� O s
D N/A SIGNATURE: ' ,�
50 25 50 1Q0 T 4% TOTAL LENGTH OF TIP PROJECT 2.355 MILES RIGHT OF WAY DATE: JOHN N.JOHNSON,PE
�� m P11018GT Exam R ROADWAY DESIGN M ;''' 0 o
O V m 60 MPH N/A o,; .? ,,•a;'' �4
PROFILE (HORIZONTAL) ENGINEER / `, �s
h
a.
FUNC. CLASSIFICATION:
V 10 10 20 LETTING DATE: JOSEPH A. FREEMAN,PE ,;.; Isil4> 7 ;g S r 'P TAAO
COLLECTOR NCDOT CONTACT: DOUG TAYLOR,PE ;a„m r±or aes aon
1111111 T = 1% TTST+5a% DUALS AUGUST 14,2012 PEQJBcr DESIGN ENGINEER "
Asst.Unit Head,Roadway Design Px K1HSdt,
,` PROFILE (VERTICAL) w REGIONAL TIER

w.r
5/14/12
NC 12 NEU Narrative
Utility Owners:
• Telephone: CenturyLink(contact: Bruce Herrington 252-267-6767)
• Power: Cape Hatteras EMC (contact: George Price 252-995-5616)
General Utility Relocation:
All existing underground telephone fiber optic and copper cables inside the project
construction limits will be abandoned and new underground fiber optic and copper cables
will be installed further west 5' inside the Cape Hatteras EMC power easement. The
portion of existing underground telephone cables between Sta. 3168+00 to 3181+00 will
remain in place.
Existing Utilities:
• Telephone: the existing underground telephone fiber optic and copper cables are located
on the east and west side of NC 12.
• Power: the existing guide pole will be removed to the left of Sta. 3189+41.01
Proposed Utility Relocation:
• Telephone: CenturyLink will abandon all existing facilities except for the telephone lines
between Sta. 3168+00 and 3181+00. The new underground telephone fiber optic and
copper cables will be installed further west 5' inside the Cape Hatteras EMC power •
easement. All proposed telephone cables will be directionally bored through the wetland
areas. There will be no environmental impacts.
• Power: Cape Hatteras EMC will remove existing guide pole to the left of Sta. 3189+41.1
and replace with a self-supporting transmission pole.
RECE I
MAR 2 5'2013
DIV. OF COASTAL MANAGEMENT
RALEIGH

r_ S: , PROJECT REFERENCE NO. SHEET NO.
\ / II
8-2500A 9
/ \•` kW SHEET NO.
STV/Ralph Whitehead Associates,Inc. ROADWAY DESIGN HYDRAULICS
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GRAPHIC SCALE Sheet 59 of ss PEA ISLAND BREACH
Pn
UM0 2/11/2011

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OIV. OF COASTAL MANAGEMEN
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* * PROJECT REFERENCE NO. SHEET NO.
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* * * .* * \ \ * * * * * * * * * INC
* * * * * * -" RW SHEET NO.
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* * * * *\ * * '* '* '* '* * -� * * 1000 West Morehead St. St•.200 ENGINEER ENGINEER
Charlotte,NC 28208
* * * * * * * \\* '� * * * * * * * * * -� * * * * * * * * * * * NC License Number F-O.R1 T�.i IIIIIIIIIIii.
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. ° ° �• UNITED STATES OF AMERICA // P77A DENOTES IMPACTS IN
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e
eEMIT TOTAL s
STATE OF NORTH CAROLINA RATS RATS MOM?WO =MC
• See Sheet 1-A For Index of Sheets
See Sheet 1-B For Standard Symbology Sheet N.C. B-2500A 1
'
(���'� 13201.10228025 P.E.ja� ama � , • � `v , g1 .
N il.` � , . s,a DARE COUNTY
fla 7&*"d 47.) V ihb,t
END
• q�l , [PROJECT 1,,t,
• �1 �1 LOCATION: NC HWY 12 OVER PEA ISLAND BREACH
rIll V �� TYPE OF WORK: GRADING,PAVING,DRAINAGE & STRUCTURE NORTH CAROLINA
ISL, ,, . ,aCWON
11......L1144 VW\-S'v-
REFUGE rk
$ri
PRO ECT ` WETLA11tD SURFACE WATER IMPACTS ►4���,�
t
ro.p9 ,i,wt
W NAD 83 ,�
� � ,,
VICINITY MAP NSRS 2007
N.T.S.
END PROJECT B-2500A
BEGIN PROJECT B-2500A SITE 91 - L— STA.3207+37.00
-L- I—\
STA.3083+00.00 SITE 16
SITE 1SITE [SITE 11 SITE 12
SITE 131- HSITE 14
SITE 1 SITE �AMuco SOUND
4 SITE 2 SITE SITE SITE
,______ _ 5 SITE • 1..� ��t',, 1 14
IIIIEPWgllnlpir......,r�y� /.gyp .gyp pp��(� 8 \ i ? ` _ \iff.�istAni ` _� '/�D-�-
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ISITE 10
ATUNTIC OCEAN
RECEIVED s Drawing
MAR 2 5'2013
DIV. OF COASTAL MANAGEMENT
RALEIGH
VPLANS PREPARED FOR THE NCDOT BY: HYDRAULICS
GRAPHIC SCALES DESIGN DATA PROJECT LENGTH 1
STV/RALPH WHITEIIEAD ASSOCIATES,INC. ENGINEER
ADT 2012 = 7,300 1000 West Morehead Si.,St..200, Charlotte NC,28208
50 25 0 50�0 y NOR
I. 1 ADT 2032 = 10,900 LENGTH OF ROADWAY TIP PROJECT = 0.241 MILES
NC License Number F-0991 PRELIMII4`Raskl�ima irs-
N '
. E....
m,Nor vim • Q
PLANS DHV = N/A LENGTH OF STRUCTURE TIP PROJECT = 2.114 MILES 2012 STANDARD SPECIFICATIONS P.R.
B%,42'N1,107:';`,,; +Ds"nmion''a s
D = N/A
50 25 50 100 TOTAL LENGTH OF TIP PROJECT = 2.355 MILES RIGHT OF WAY DATE: JOHN N.JOHNSON, PE �,,,,,,,",,,,,,�
PROJECT ENGINEER ROADWAY DESIGN
O I I 1 I I V = 60 MPH N/A ENGINEER �''� '���' i
y PROFILE (HORIZONTAL) FUNC.CLASSIFICATION: �P oP s�°
10 5 0 10 20 PRrELM�I Y ANC To�M
COLLECTOR NCDOT CONTACT: DOUG TAYLOR,PE
LETTING DATE: JOSEPH A. FREEMAN, PE
4^., AUGUST 14 2012 PROJECT DESIGN ENGINEER •.f �F.
o `i i i i T = 1% TTST+5% DUALS Asst.Unit Head,Roadway Design '.; ; ••••,�••,,�;
S `` PROFILE (VERTICAL) REGIONAL TIER ^ SIGNATURE: PB Na,,,,,"WO' J!

WETLAND PERMIT IMPACT SUMMARY
WETLAND IMPACTS- SURFACE WATER IMPACTS
Permanent Temp. Excavation Mechanized Hand Clearing Permanent Temp. Natural
* : Site Station Structure Fill In Fill In in Clearing in SW SW Stream'
(:
• No: (From/To) Size/Type Wetlands Wetlands;_ Wetlands in Wetlands Wetlands impacts impacts "Design
. to'' 'EGE
1 L-3078 (ac) (ac) (ac) (ac) (O (ac) (ac) (ft)
•
+90 to 308 2+59 0.10 0.02 0.01 .
5 " 2 L-3088+86 to 3092+69
0.10 0.03
6�1�� 1
3 -L- 3107+55 to 3115+62 0.33
006
�, 4. 1--3128+60 to 3132+06 0.03 0.02
OF C FZP► LOASTAL Wil4'
LE16
71v 5 - 3134+54 to 3136+31 0,03 _ 0:01
013 0
6 -L-3139+49 to 3140+49 0.0 '
7 -L-3159+81 to 3163+48: 0.02
OOt , 0.03
8 -L-3163+62 to 3167+76 0.10
9 L 3166+66 to.31.66+94 Bent#67 r 0.01 l 0.01
10. -L-3170+97 to:3173+74 Bent#71,#72, &#73.
0.04; 0.0.4
*h. Temp.Work Bridge 1
**Temp.Work Bridge 2
F ***Remove Exist Bridge r:.:
Jetting intake Pipe
11
L-3177+49 t0.3181+ 01 18 0.01 .p 0.05
:: ****Temp.Work Bridge 2_ _
12 -L-3191+04 to 3197+22 0.23 0,.04 _ .
13 -L-3200+13 to 3205+63 0.22 0.04
14 L 3206+52 to 3210+71 0.02 0.02
15 -L-3097+22 to 3097+32 Jetting Intake Pipe 0.14. 0.02
16 -L-3136+15 to 3136+48 Jetting Intake Pipe 0.03
TOTALS: 0.01 1.1.2 0.42 0.04 0.28
Notes:
*Temp.Work Bridge#1 (16 Bents @ 40 SF=640 SF Total Impact)
**Temp. Work Bridge.#2 (25 Bents @ 40 SF = 1,000 SF Total Impact)
***Remove Exist. Bridge (6 Footings @ 130 SF= 780 SF Total Impact) •
****Site 11 Temp.Work Bridge#2 (2 Bents @ 20 SF=40 SF Total Impact)
CAMA Wetland Impacts
Site 1:<0.01 ac Hand Clearing
• Site 3: 0.27 acTemporary Fill, 0.05 ac Hand Clearing.
Site 4:0.03 ac Temporary Fill, 0.02 ac Hand Clearing
Site 5:0.03 ac Temporary Fill, 0.01 ac Hand Clearing
Site 9: 0.01 ac Permanent Fill, 0.01 ac Hand Clearing
Site 15:0.08 ac Hand Clearing
Total CAMA Impact .
Permanent Fill in Wetlands (4ridge:bent): 0.01 ac NC DEPARTMENT OF TRANSPORTATION
Temporary Fill in Wetlands: 0.33 ac DIVISION OF HIGHWAYS
Hand Clearing in Wetlands: 0.17 ac.
•
• DARE COUNTY
0.08 acre of Temporary Fill in Wetlands in the Hand Clearing areas for erosion control measures. s-asoon
ATN Revised 3/31A5 _ .. .- .. .. �.-
SHEET 3 OF 59 12 12 2012

I
2 NORTH CAROLINA
�� ��, ■�0411,41111111101��� � END T. e t z \�;,,
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END rGi PROJECT )' '.‘ SITE 1
py • ' ECLIVED
MAR 2 5 2013 BEGIN 4 \`
PEA ISLAND �` PROJECT t;"" '`
�'' NATIONAL ` '::HIV. OF COASTAL MANAGEMENT \
%ft
WILDLIFE RALEIGH `� +;REFUGE . �'
..__ ‘
r
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BEGIN -"„
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it
VICINITY MAP
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GRAPHIC SCALE
NCDOT NCDOT
VICINITY DIVISION OF HIGHWAYS DIVISION OF HIGHWAYS
DARE COUNTY LOCATION MAP DARE PROJECT: UNTY
A
MAP A �) PROJECT:B-2500A
l�Jl 1 NC HWY 12 OVER PEA NC HWY 12 OVER
ISLAND BREACH PEA ISLAND BREACH
SHEET 1 OF 59 12/11/.2012 SHEET 2 OF 59 12/11/2012

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,,v OF COASTAL MANAGEMENT
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WETLAND PERMIT IMPACT + III 13PAY SHEET No. 6
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Sheet-16 of 59
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WETLAND PERMIT IMPACT SITE „, ENF�No. j
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)IV. OF COASTAL RALEIG MHANAGEMENT
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T = 1% TTST+5% DUALS Asst.Unit Head,RoadwayI)esi n AUGUST 14,2012- PROJECT DESIGN ENGINEER S �_:r
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A
��rria
NCDENR
North Carolina Department of Environment and Natural Resources
Division of Coastal Management
Pat McCrory Braxton C. Davis John E. Skvarla, Ill
Governor Director Secretary
May 2, 2013
N.C. Department of Transportation
1598 Mail Service Center
Raleigh,NC 27699
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 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,
Douglas V.Huggett
Major Permits and Consistency Manager
Enclosure
400 Commerce Ave.,Morehead City,NC 28557
Phone:[phone]\FAX:[phone] Internet:www.nccoastalmanagement.net
An Equal Opportunity 1 Affirmative Action Employer

DIVISION OF COASTAL MANAGEMENT Jo
6- 1 a
APPLICATION TRANSMITTAL AND PROCESSING RECORD
A) APPLICANT: NCDOT County: Dare Alv Ck')
/
LOCATION OF PROJECT: TIP B-2500A—Pea Island Inlet Temporary Bridge on Hatteras Island,NC 12
DATE APPLICATION RECEIVED COMPLETE BY FIELD REP: 2/22/13
FIELD RECOMMENDATION: Attached: NO To Be Forwarded: YES
CONSISTENCY DETERMINATION: Attached: NO To Be Forwarded: YES
FIELD REPRESENTATIVE: Paul Williams DISTRICT OFFICE: Elizabeth City
DISTRICT MANAGER REVIEW: Date:
B) DATE RECEIVED BY MAJOR PERMITS UNIT: FEE REC'D: $ (60/40 OR 100%)
PUBLIC NOTICE REC'D: Advertise: 3/21/13 END OF NOTICE DATE: Comments due: 4/10/13
ADJ. RIP.PROP NOTICES REC'D: 2/27 13 DEED REC'D: /1/I
APPLICATION ASSIGNED TO: g(`1 1 11 Vv4 V V\ ON: 3 0'?5 /3
C) 75 DAY DEADLINE:_5/8/13 150 DAY DEADLINE: 7/22/13
MAIL OUT DATE: Circulation: 3/22/13 STATE DUE DATE: Comments due: 4/12/13
FEDERAL DUE DATE: /(//A FED COMMENTS REC'D: A//A
PERMIT FINAL ACTION: ISSUE Ala 6 I 13 DENY DRAFT ON
AGENCY DATE OBJECTIONS: NOTES
COMMENTS YES NO
RETURNED
Coastal Management-Regional Representative if// 3 ✓ rnmt-It
Coastal Management-LUP Consistency 3 a0 13 ,, Con, 7���x
Division of Community Assistance 11 / V /V
Land Quality Section 1 ay3 r 3 ►✓ Co/71J71.yi
-15
Division of Water Quality p� 3 ✓ to Cert 155u- of 1{i15113 r
i-No.20136Ik4 v_iStorm Water Management(DWQ) 1 as I3 ✓ S 7�30 i0 c- yI 17/13
State Property Office i/Ill 3 V , /V C
l
Division of Archives&History 6/13 f /v C
ca., n n F vitl Amen al P 1 I d'(N R13 V
N(--
Division of Highways % 17 !3 V Ni
Wildlife Resources Commission 5 f.3 ✓ NO
Local Permit Office —i)A Ct. C .u. J V corn, (/
-IT;
Division of Marine Fisheries .V//c/I I 3 ✓ ('eCe'm rn-ri Ol c 11,CAS
Corps of Engineers
I
1 f4�15 5 i- /-gil3 _ -✓ NO - k Co07rn�r)+�

A741)1117418A,
NCDENR
North Carolina Department of Environment and Natural Resources
Division of Coastal Management
Pat McCrory Braxton C. Davis John E. Skvarla, Ill
Governor Director Secretary
MEMORANDUM
TO: Cathy Brittingham
THROUGH: Doug Huggett
FROM: Paul Williams
SUBJECT: Comments &Recommendations - CAMA Major Permit- TIP B-2500A
Replacement of the Pea Island Inlet Temporary Bridge on NC 12, Dare County
DATE: April 12, 2013
The following are my comments and recommendations regarding the above mentioned proposal. The request is
to replace the Pea Island Inlet temporary bridge on NC 12 on Hatteras Island in Dare County. Based upon my
review I have no objection to the issuance of this permit but offer the following conditions:
1 The permittee shall exercise all available precautions in the day-to-day operations of the facility to
prevent waste from entering the adjacent waters and wetlands.
After the fill material associated with the temporary detour is removed, disturbed areas associated with
the temporary detour shall be restored to the pre-existing contour and elevation.
3 No excavation or filling shall take place at any time in any vegetated wetlands or surrounding waters
outside of the alignment of the areas indicated on the attached workplan drawings, without permit
modification.
4 Mill material shall be clean and free of any pollutants except in trace quantities.
5 Live concrete shall not be allowed to contact waters of the State or water that will enter waters of the
- State.
6 The installation and removal of the piles for the new bridge, existing bridge, and temporary work
/ bridges shall be accomplished by jetting, pile driving and/or the use of a vibratory hammer, as specified
/ in the permit application. Should the permittee and/or its contractor desire to utilize another type of pile
���/// installation, such as drilled shaft construction, additional authorization from the DCM shall be required.
1367 US 17 South,Elizabeth City,NC 27909
Phone:[phone] FAX:[phone] Internet:www.nccoastalmanagement.net
An Equal Opportunity 1 Affirmative Action Employer

NCDOT—Pea Island Inlet Temporary Bridge Replacement(TIP No. B-2500A), Dare County ,
Comments and Recommendations
Page 2
7 n accordance with the permit application, excess jetting spoil shall be confined to the roadway easement
or used by the US Fish and Wildlife Service (USFWS)on Pea Island National Wildlife Refuge.
All reasonable efforts shall be made to contain jetting spoils and keep them from entering wetlands.
9 All construction access shall be through the use of the existing bridge, authorized temporary work
bridges,the partially constructed new bridge, and existing high ground areas.
10 Dredging in any manner, including"kicking"with boat propellers, is not authorized without permit
✓modification.
1 The permittee shall minimize the need to cross wetlands in transporting equipment for hand clearing
operations to the maximum extent practicable.
•nstruction mats shall be utilized to support equipment within wetland areas to minimize temporary
'instruction
impacts during utility relocations as specified on the workplan drawings. These mats shall be
moved immediately following project completion.
13 Construction staging areas shall be located only in upland areas, and not in wetlands or waters of the
./ State.
j, The temporary placement and double handling of any excavated or fill material within waters or
vegetated wetlands is not authorized.
1 here shall be no clearing or grubbing of wetlands outside of the areas indicated on the attached
orkplan drawings without prior approval from DCM.
16 The placement of riprap shall be limited to the areas indicated on the attached workplan drawings. The
✓riprap material shall be free from loose dirt or any pollutant except in trace quantities.
2.7 This project shall conform to all requirements of the N.C. Sedimentation Pollution Control Act and
NCDOT's Memorandum of Agreement with the N.C. Division of Land Resources.
18 Appropriate sedimentation and erosion control devices, measures, or structures shall be implemented to
t,..efisure that eroded materials do not enter adjacent wetlands, watercourses, and property (e.g. silt fence,
diversion swales or berms, etc.).
19 In order to protect water quality, runoff from construction shall not visibly increase the amount of
Lvsuspended sediments in adjacent waters.
1367 US 17 South,Elizabeth City,NC 27909
Phone:[phone] FAX:[phone] Internet:www.nccoastalmanagement.net
An Equal Opportunity 1 Affirmative Action Employer

.,,NCDOT—Pea Island Inlet Temporary Bridge Replacement(TIP No. B-2500A), Dare County
' Comments and Recommendations
Page 3
20 Any relocation of utility lines that is not already depicted on the attached work plan drawings shall
require approval by DCM, either under the authority of this permit, or by the utility company obtaining
separate authorization.
21 If it is determined that additional permanent and/or temporary impacts are necessary that are not shown
n the attached workplan drawings or described in the authorized permit application, a permit
modification and/or additional authorization from 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.
22 No attempt shall be made by the permittee to prevent the full and free use by the public of all navigable
waters at or adjacent to the authorized work following completion of construction and demolition
activities.
23 Due to the possibility that compaction and/or other site alterations might prevent
the temporary Coastal Wetland impact areas from re-attaining pre-project functions, the permittee shall
cprovide an annual update on the Coastal Wetland areas temporarily impacted by this project. This
annual update shall consist of photographs and a brief written report on the progress of these temporarily
impacted areas in re-attaining their pre-project functions. Within three years after project completion,
the permittee shall hold an agency field meeting with DCM to determine if the Coastal Wetland areas
temporarily impacted by this project have re-attained pre-project functions. If at the end of three years
DCM determines that the Coastal Wetland areas temporarily impacted by the project have not re-
attained pre-project functions, DCM will determine whether compensatory mitigation shall be required.
24 Pilings in open water from the existing bridge and the temporary work bridges shall be removed in their
tirety, except that in the event that a bridge piling breaks during removal and cannot be removed in its
entirety, DCM shall be notified to determine an appropriate course of action.
V 25 All reasonable efforts shall be made to contain all debris and excess materials associated with the
`✓removal of the existing and construction of the new bridge, temporary work bridges, and other existing
structures, with the intent that materials/debris do not enter wetlands or Waters of the State, even
temporarily.
26 The retaining walls for abutment fill slope and side slope protection shall be structurally tight so as to
prevent seepage of fill materials through the structure.
27 The retaining walls for abutment fill slope and side slope protection shall be in place prior to any
backfilling activities.
28 All backfill material shall be obtained from a high ground source. No unconfined backfill shall be
/ discharged into waters of the State.
1367 US 17 South,Elizabeth City,NC 27909
Phone:[phone] FAX:[phone] Internet:www.nccoastalmanagement.net
An Equal Opportunity 1 Affirmative Action Employer

NCDOT—Pea Island Inlet Temporary Bridge Replacement(TIP No. B-2500A),Dare County
Comments and Recommendations
Page 4 r29 accordance with commitments made by the permittee,the discretionary measures for the piping
plover and three species of sea turtles that include the terms and conditions outlined in the July 10, 2008
USFWS Biological and Conference Opinions shall be implemented.
30 In accordance with commitments made by the permittee, all conditions outlined in the USFWS
C'uidelines for Avoiding Impacts to the West Indian Manatee: Precautionary Measures for Construction
I/ Activities in North Carolina Waters shall be implemented.
31 Unless specifically altered herein, any mitigative measures or environmental commitments specifically
made by the permittee in the CAMA permit application,the NEPA/404 Merger Process,the Record of
/ Decision document dated December 20,2010,and/or the '
✓ Februaryr2011 shall be implemented, regardless of whether or not suchlcommitments are addressed
by individual conditions of this permit.
-Frog ery w`.t v\.\D,
32 In order to minimize impacts to fish species,the water intakes for the jettingoperation shaIl use v 'n
P p � p
/ACDMF recommended jetting intake screens and approach velocities. Prior to construction,the
�/ permittee shall finalize plans that will implement these recommendations with NCDMF.
Development authorized by this permit shall only be conducted on lands owned by the NCDOT and/or
its Right-of-Ways and/or easements.
34 Nothing in this permit authorizes any activity that has not received approval from the National Park
Service (NPS) and the USFWS for work within the Cape Hatteras National Seashore and Pea Island
National Wildlife Refuge. The proposed work shall not commence until the permittee has been issued
Special Use Permits from the NPS and the USFWS, and a copy of the Special Use Permits are received
by DCM.
3y The permittee and/or his contractor shall contact the DCM Transportation Project Field Representative
in Elizabeth City at(252) 264-3901 to request a pre-construction conference prior to project initiation.
36 Prior to the initiation of construction within the Ocean Hazard AEC, a representative of DCM shall
determine the first line of stable,natural vegetation and the corresponding setbacks. This setback
determination shall replace those done at the time this permit application was processed and approved.
✓Construction shall begin within sixty days of this determination or the measurement is void and shall be
re-established. In the case of a major shoreline change within that period, a new setback determination
shall be required before construction begins.
1367 US 17 South,Elizabeth City,NC 27909
Phone:[phone]\FAX:[phone] Internet:www.nccoastalmanagement.net
An Equal Opportunity\Affirmative Action Employer

.NCDOT-Pea Island Inlet Temporary Bridge Replacement(TIP No. B-2500A), Dare County
Comments and Recommendations
Page 5
37 In accordance with T15A:07H.0306 (k), the authorized structures shall be relocated or dismantled when
they become imminently threatened by changes in shoreline configuration. The structures shall be
relocated or dismantled within two years of the time when it becomes imminently threatened, and in any
kzcase upon their collapse or subsidence. However, if natural shoreline recovery or beach re-nourishment
takes place within two years of the time the structures become imminently threatened, so that the
structures are no longer imminently threatened,then they need not be relocated or dismantled at that
time. This condition shall not affect the permit holder's right to seek authorization of temporary
protective measures allowed under Rule T15A:07H.0308 (a)(2).
NOTE: This project will permanently impact approximately 0.01 acres of CAMA Coastal Wetlands due
to fill. This project will temporarily impact approximately 1.04 acres of 404 wetlands (0.79
V V- acres due to fill and 0.25 acres due to hand clearing) and approximately .50 acres of CAMA
Coastal Wetlands (0.33 acres due to fill and 0.17 acres due to hand clearing). This project will
permanently impact approximately 0.04 acres of surface water and will temporarily impact
approximately 0.28 acres of surface waters.
NOTE: The public has traditionally parked and gained access to the Pamlico Sound by the use of the
New Inlet boat ramp within the project area. The authorized project will eliminate this access
VO�c•a�;Or` through the elevation of the roadway to a bridge. Therefore, the permittee is strongly
encouraged to work with the USFWS to identify and develop a suitable replacement area within
the project vicinity for parking and access to the Pamlico Sound.
NOTE: This permit does not eliminate the need to obtain any additional state, federal or local permits,
approvals or authorizations that may be required, ' ,
kr /disposal'ofcaitabFe-
gi tarsal nn artftcia .
1367 US 17 South,Elizabeth City,NC 27909
Phone:[phone] FAX:[phone] Internet:www.nccoastalmanagement.net
An Equal Opportunity 1 Affirmative Action Employer

AltA
NCDENR
North Carolina Department of Environment and Natural Resources
Division of Coastal Management
Pat McCrory Braxton C. Davis John E. Skvarla, III
Governor �— E i it Secretary D
March 22, 2013 APR 2 6 2013 F IVED
MEMORANDUM OF COASTAL MANAGEMENT
RALEIGH
TO: Garcy Ward, DOT/401 Permit Coordinator MAR 2 5 2013
Division of Water Quality, WaRO
-, ate
O
FROM: Doug Huggett D v U WAR
Major Permits Processing Coordinator
SUBJECT: CAMA/DREDGE & FILL Permit Application Review
Applicant: NC Department of Transportation
Project Location: NC 12 - Pea Island Inlet on Hatteras Island, Dare County
Proposed Project: TIP B-2500A, Replacement of the Pea Island Inlet Temporary Bridge
Please indicate below your agency's position or viewpoint on the proposed project and return this
form by 4/12/13, to Cathy Brittingham, 1638 Mail Service Center, Raleigh, NC 27699-1638.
If you have any questions regarding the proposed project, please contact Paul Williams at (252)
264-3901, ext. 249. When appropriate, in-depth comments with supporting data are requested.
The workplans are available at http://207.4.62.65/PDEA/PermApps/B-2500B-2500%20A/
REPLY: ZThis agency has no objection to the project as proposed.
4.P3// w¢ 3ft6 D 112oi3/yy vl `/7/03
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
comments.
SIGNED DATE 0377 3
1367 US 17 South.Elizabeth City,NC 27909
Phone:[phone]\FAX:[phone];Internet:www.nccoastalmanagement.net
An Equal Opportunity\Affirmative Action Employer

....,
, „ici,A.
..... ,
CCDEGRt
North Carolina Department of Environment and Natural Resources
Division of Water Quality
Pat McCrory Charles Wakild,P.E. John Skvarla
Governor Director Secretary
April 15,2013
Dare County
NCDWQ Project No. 20130144v.1
Bridge Over New Inlet on NC 12
TIP/State Project No. B-2500A
APPROVAL of 401 WATER QUALITY CERTIFICATION with ADDITIONAL CONDITIONS
Dr. Greg Thorpe, Manager RECEIVE D
Planning and Environmental
ental Branch
North Carolina Department of Transportation
1598 Mail Service Center
Raleigh,North Carolina,27699-1598 APR 2 5 2013
Dear Dr. Thorpe: DIV. OF COASTAL MANAGEMENT
RALEIGH
You have our approval, in accordance with the conditions listed below, for the following impacts for the purpose of
replacing the existing temporary bridge over the New Inlet on NC 12 with a permanent bridge in Dare County:
Wetland Impacts in the Pasquotank River Basin
Impacts
Mechanized I land Total
Permanent Temporary Excavation Requiring
Site Location Pill (ac) Fill (ac) (ac) Clearing Clearing Wetland Mitigation
(ac) (ac) Impact(ac)
(ac)
1 -L-3078490 to 3082+59 -- 0.10 -- -- 0.02 0.12 0.00
2 -L-3088+86 to 3092+69 -- 0.10 -- -- 0.03 0.13 0.00
3 -L-3107+55 to 3115+62 -- 0.33 -- -- 0.06 0.39 0.00
4 -1;3128+60 to 3123+06 -- _ 0.03 -- -- 0.02 0.05 0.00
5 -L-3143+54 to 3136+31 -- 0.03 -- -- 0.01 0.04 0.00
6 -L-3139+49 to 3140+49 -- 0.03 -- -- 0.01 0.04 0.00
7 -L-3159+81 to 3163+48 -- 0.02 -- -- 0.01 0.03 0.00
8 -L-3163+62 to 3167+76 -- -- -- -- -- 0.00 0.00
9 -L-3166+66 to 3166+94 0.01 -- -- -- 0.01 0.02 0.00
10 -1,3170+97 to 3173+74 -- -- -- -- -- 0.00 0.00
11 -I,3177+49 to 3181+18 -- 0.01 -- -- 0.01 0.02 0.00
_
12 -L-3191+04 to 3197+22 -- 0.23 -- -- 0.04 0.27 0.00
13 -L-3200+13 to 3205+63 -- 0.22 -- -- 0.04 0.26 0.00
14 -L-3206+52 to 3210+71 -- 0.02 -- -- 0.02 0.04 0.00
15 -L-3097+22 to 3097+32 -- -- -- -- 0.14 0.14 0.00
16 -L-3136115 to 3136+48 -- -- -- -- -- 0.00 0.00
Total 0.01✓ 1.12 ✓ 0.00 0.00 0.42 ✓ 1.55 ✓ 0.00
Total Wetland Impact for Project: 1.55 acres(0.0 acres requiring mitigation)
Transportation and Permitting Unit One
1650 Mail Service Center,Raleigh,North Carolina 27699-1650 Noi thCai-olina
Location:512 N.Salisbury St.Raleigh,North Carolina 27604 /yr�y /
Phone:[phone] t FAX:[phone] ��li l Lt�1�
Internet:wwuv.ncwaterrtuaiity.orq
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Open Water Impacts in the Pasquotank River Basin
Permanent Fill in Temporary Fill in Total Fill in Open
Site Location Open Waters ac Open Waters (Lic) Waters (aci
1 -L-3078+90 to 3082+59 -- 0.01 0.01
7 -L-3159+81 to 3163+48 -- 0.03 0.03
8 -L-3163+62 to 3167+76 -- 0.10 0.10
10 -L-3170+97 to 3173+74 0.04 0.04 0.08
11 -L-3177+49 to 3181+18 -- 0.05 0.05
15 -L. 3097+22 to 3097+32 -- 0.02 0.02
16 -L-3136+15 to 3136+48 -- 0.03 0.03
TOTAL 0.04 0.28 0.32
Total Open Water Impact for Project:0.28 acres.
—The—project shall be constructed iri accordance With your application dated received Febivary 13,2013 and
additional information received April 2,2013 . After reviewing your application,we have decided that these
impacts are covered by General Water Quality Certification Number 3886. This certification corresponds to
General Permit 198200031 issued by the Corps of Engineers. In addition,you should acquire any other federal,
state or local permits before you proceed with your project including(but not limited to)Sediment and Erosion
Control,Non-Discharge and Water Supply Watershed regulations. This approval will expire with the accompanying
404 permit.
This approval is valid solely for the purpose and design described in your application(unless modified below).
Should your project change,you must notify the NCDWQ and submit a new application. If the property is sold,the
new owner must be given a copy of this Certification and approval letter,and is thereby responsible for complying
with all the conditions. if total wetland fills for this project(now or in the future)exceed one acre,or of total
impacts to streams(now or in the future)exceed 150 linear feet,compensatory mitigation may be required as
described in I SA NCAC 2H .0506(h)(6)and(7). For this approval to remain valid,you must adhere to the
conditions listed in the attached certification(s)and any additional conditions listed below.
Conditions of Certification:
Project Specific Conditions
I. No construction or other land disturbing activities shall begin until after the final environmental document,
at this time believed to be a Record of Decision(ROD),has been published in the North Carolina
Department of Administration's Environmental Bulletin and adopted by the NCDWQ.
2. Mitigation
a. Currently,as proposed, impacts do not require mitigation.However,should future impacts for this
project meet or exceed one acre of jurisdictional wetlands or 150 linear feet of jurisdictional
stream, mitigation may be required.
b. Once the temporary road is removed,areas of temporary impact shall be restored to•pre-impact
conditions as close as possible. Elevations shall be determined based on adjacent wetland areas,
and appropriate vegetation shall be established.
c. Visual vegetation monitoring of the site will be required for survival and aerial coverage of
vegetation. Visual monitoring shall be for a minimum of one year after completion of restoration.
Vegetation monitoring will not cease prior to approval from the NCDWQ.Since the restoration
will occur on federally owned lands,the NCDWQ will not agree to cease monitoring until the Pea
Island National Wildlife Refuge representative(s)agrees that the restoration is satisfactory.
3. Jetting
a. The use of jetting to install bridge bents,remove the temporary bridge,and any other activity shall
be kept to a minimum.

b. All jetting occurring within the New Inlet shall take place at ebb tide.
c. All jetting spoils shall be confined to the 100 foot transportation easement within the Pea Island
National Wildlife Refuge, unless otherwise allowed by the Refuge.Spoils shall not be deposited
within wetlands or other jurisdictional areas.
d. Pipes and hoses used for jetting intake placed in wetland and other jurisdictional areas shall be
placed by hand.
e. In order to prevent the intake of larval fish species into jetting intake hoses and pipes,a screen of
sufficient size shall be placed on intake hoses. The size of the screen necessary.shall be
coordinated with the NCDMF.
4. No impacts from utility relocations are authorized with this certification. If impacts from utility relocations
are found to be necessary,the NCDWQ shall be notified as a modification may be required.
5. Strict adherence to the most recent version of NCDOT's Best Management Practices For Bridge Demolition
and Removal approved by the US Army Corps of Engineers is a condition of the 401 Water Quality
Certification.
6. All bridge construction shall be performed from the existing bridge,temporary work bridges,temporary
causeways,or floating or sunken barges. If work conditions require barges,they shall be floated into position
and then sunk. The barges shall not be sunk and then dragged into position.Under no circumstances should
barges be dragged along the bottom of the surface water.
7. NCDOT shall be in compliance with the NCS00250 issued to the NCDOT, including the applicable
requirements of the NCGO1000. Please note the extra protections for the special or threatened waters.
8. Adherence to The Guidelines for Avoiding Impacts to the West Indian Manatee:Precautionary Measures
for Construction Activities in North Carolina Waters will be required throughout construction.
General Conditions
9. If concrete is used during construction,a dry work area shall be maintained to prevent direct contact
between curing concrete and stream water. Water that inadvertently contacts uncured concrete shall not be
discharged to surface waters due to the potential for elevated pH and possible aquatic life and fish kills.
10. During the construction of the project,no staging of equipment of any kind is permitted in waters of the
U.S.
11. The Permittee shall ensure that the final design drawings adhere to the permit and to the permit drawings
submitted for approval.
12. All mechanized equipment operated near surface waters must be regularly inspected and maintained to
prevent contamination of stream waters from fuels, lubricants,hydraulic fluids,or other toxic materials.
13. Discharging hydroseed mixtures and washing out hydroseeders and other equipment in or adjacent to surface
waters is prohibited.
14. The permittee and its authorized agents shall conduct its activities in a manner consistent with State water
quality standards (including any requirements resulting from compliance with §303(d) of the Clean Water
Act) and any other appropriate requirements of State and Federal law. If NCDWQ determines that such
standards or laws are not being met(including the failure to sustain a designated or achieved use)or that State
or federal law is being violated,or that further conditions are necessary to assure compliance,NCDWQ may
reevaluate and modify this certification.
15. The outside wetland or water boundary located within the construction corridor approved by this
authorization shall be clearly marked by highly visible fencing prior to any land disturbing activities. Impacts
to areas within the fencing are prohibited unless otherwise authorized by this certification.
16. The issuance of this certification does not exempt the Permittee from complying with any and all statutes,
rules, regulations, or ordinances that may be imposed by other government agencies (i.e. local, state, and

federal) having jurisdiction, including but not limited to applicable buffer rules, stormwater management
rules,soil erosion and sedimentation control requirements,etc.
17. Native riparian vegetation must be reestablished in the riparian areas within the construction limits of the
project by the end of the growing season following completion of construction.
18. There shall be no excavation from, or waste disposal into,jurisdictional wetlands or waters associated with
this permit without appropriate modification. Should waste or borrow sites, or access roads to waste or
borrow sites,be located in wetlands or streams,compensatory mitigation will be required since that is a direct
impact from road construction activities.
19. Erosion and sediment control practices must be in full compliance with all specifications governing the
proper design, installation and operation and maintenance of such Best Management Practices in order to
protect surface waters standards:
a. The erosion and sediment control measures for the project must be designed, installed, operated,
and maintained in accordance with the most recent version of the North Carolina Sediment and
Erosion Control Planning and Design Manual.
b. The design, installation,operation,and maintenance of the sediment and erosion control measures
must be such that they equal, or exceed,the requirements specified in the most recent version of
the North Carolina Sediment and Erosion Control Manual. The devices shall be maintained on all
construction sites, borrow sites, and waste pile (spoil) projects, including contractor-owned or
leased borrow pits associated with the project.
c. For borrow pit sites, the erosion and sediment control measures must be designed, installed,
operated, and maintained in accordance with the most recent version of the North Carolina
Surface Mining Manual.
d. The reclamation measures and implementation must comply with the reclamation in accordance
with the requirements of the Sedimentation Pollution Control Act.
20. Sediment and erosion control measures shall not be placed in wetlands or waters unless otherwise approved
by this Certification.
21. A copy of this Water Quality Certification shall be maintained on the construction site at all times. In
addition, the Water Quality Certification and all subsequent modifications, if any, shall be maintained with
the Division Engineer and the on-site project manager.
22. The Permittee shall report any violations of this certification to the Division of Water Quality within 24 hours
of discovery.
23. Upon completion of the project (including any impacts at associated borrow or waste sites), the NCDOT
Division Engineer shall complete and return the enclosed "Certification of Completion Form" to notify
NCDWQ when all work included in the 401 Certification has been completed.
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(I)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 fol?owing 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
1601 Mail Service Center
This letter completes the review of the Division of Water Quality under Section 401 of the Clean Water Act. If you
have any questions,please contact David Wainwright at(919)807-6405or [e-mail].
Sincerely,
C\)1\1\3 °/1; ° {
NoS
Charles Wakild
Director
cc: Clay Willis, Division I Environmental Officer
Bill Biddlecome, 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
Chris Militscher, 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,NCDWQ Washington Regional Office(electronic copy only)
File Copy

417A
NCDENR
North Carolina Department of Environment and Natural Resources
Division of Water Quality
Beverly Eaves Perdue Charles Wakild,PE Dee Freeman
Governor Director Secretary
April 17,2013 lECEIVED
Mr.Marshall Clawson,Jr.,PE APR 2 2 2013 •
NCDOT—Hydraulics Unit
1590 Mail Service Center
Raleigh,NC 27699-1590 DIV. OF COASTAL MANAGEMENT
RALEIGH
Subject: Stormwater Permit Review—NC DOT Activity
NC12 over Pea Island Breach,TIP No.NC 12 Pea Island Breach
Stormwater Project No.SW7130210
Dare County
Dear Mr. Clawson:
On February 15,2013,the Washington Regional Office of the Division of Water Quality received a compliance review
request for NPDES Stormwater Permit NCS000250 for the subject bridge project,located on NC 12 over the Pea Island
breach,Dare County,North Carolina. Staff review of the plans and supporting documents has determined that the project
proposes activities that are in compliance with NPDES Permit NCS000250 and thus are excluded from additional State
Stormwater permitting requirements as set forth in Section 2.(d)(1)of Session Law 2008-211, effective October 1,2008,
and the stormwater rules under Title 15A NCAC 21-I .1000,as amended,
Please keep in mind that this determination does not affect your legal obligation to obtain other permits and approvals,
which may be required by Federal, State, or local government agencies,rule or law.If you have any questions,or need
additional information concerning this matter,please contact me at(252)946-6481.
Sincerely,
Gott Vinson
Environmental Engineer
• Surface Water Protection Section
S:\WQS\STORMWATER\PERMITIEXCLUSIONS\S W7130210
cc: Washington Regional Office
•
North Carolina Division of Water Quality Internet:www.ncwaterquality.org One
943 Washington Square Mall Phone;252-946-64811 FAX:[phone] NorthCarolina--AA
Washington,NC 27889 FAX: [phone] /` atta+�"JJ
nnr
An Enual Ootur,,ity l Affirmative Anion Emeover G� ► �/

NCDENR
North Carolina Department of Environment and Natural Resources
Division of Coastal Management
Pat McCrory Braxton C. Davis John E. Skvarla, Ill
Governor Director Secretary
MEMORANDUM
TO: Doug Huggett, DCM Major Permit Coordinator
FROM: Charlan Owens, AICP, NE DCM District Planner
SUBJECT: Major Permit Request by NC Department of Transportation (NCDOT) to replace
existing roadway and a temporary bridge with a 2.1 mile long bridge with 40 feet of
clear roadway width consisting of two (2) 12 foot wide travel lanes and 8 foot wide
shoulders and associated approaches, along a 2.7 mile section of NC Highway 12
through the Pea Island National Wildlife Refuge, in Dare County.
DATE: March 28, 2013
Consistency Determination: The request is consistent with/not in conflict with the Dare
County 2009 Land Use Plan certified by the CRC on February
24, 2011.
This determination is based on consideration of public access
being included in the impact mitigation plan. (See Page 4.)
Overview: The project area for Phase Ila consists of a 2.7 mile long section of land area within
and adjacent to the NC 12 100 foot wide right-of-way easement that extends south from the
southern end of the Pea Island National Wildlife Refuge's South Pond. The section includes
the Pea Island inlet that was created in August of 2011 by Hurricane Irene. The inlet is unstable
due to the tide, wind, shoaling and storms. Inlet width has ranged from 300 feet after Hurricane
Sandy in 2012 to just a few feet in December of 2012 during low tide. Inlet depth has ranged
from a maximum of 12 feet in January of 2012 to less than a foot in December of 2012 during
low tide. In addition to open water, the project area includes Coastal Wetlands, scrub thickets,
dunes, and unvegetated beach areas. The project area is within VE and AE Floodzones.
Existing improvements within the project area include a paved two-lane highway with 11-12 foot
wide travel lanes and 4 foot wide shoulders crossing a 28 foot wide by 650 foot long temporary
bridge over the Pea Island Inlet that has two (2) 12 foot wide travel lanes and no shoulders.
CAMA Emergency Major Permit #104-11 to NCDOT issued in September of 2011 authorized
construction of the temporary bridge and emergency roadway repairs. The permit was modified
in December of 2011, January of 2012, and November of 2012 to stabilize and protect the
temporary bridge and roadway. The permit expires on April 30, 2015. The temporary bridge is
constructed of prefabricated steel truss with steel decking supported by reinforced concrete
caps on steel piles. The bridge is comprised of five (5) spans and four (4) interior bents with
150 feet of horizontal clearance and 15 feet of vertical clearance. The bridge end bents are
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North Carolina Department of Environment and Natural Resources MEMORANDUM
Division of Coastal Management Page 2 of 11
stabilized with sheet piling, sandbags, and riprap. The temporary steel bridge does was not
designed to withstand extended exposure to the corrosive coastal environment, and has a
maximum structural life of five (5) years. There are no stormwater runoff controls on the
roadway or bridge. Stormwater sheet flows directly into the adjacent ditches from the road and
directly into the inlet from the bridge. At-grade driveway cuts connect the roadway to the former
Refuge headquarters and to two (2) public access sites, the Pea Island Life Saving Beach
Access and the New Inlet Access. The Pea Island Beach Access is located approximately
1,250 feet south of the inlet and provides parking for pedestrian beach access. The New Inlet
Access is located approximately 3,100 feet south of the inlet and provides a boat ramp and boat
trailer parking for Estuarine Access and a parking area for pedestrian access to the beach and
sound. Electric riser poles with transmission lines are located within a 50 foot wide power line
easement on the west side of the NC 12 roadway. Underground telephone fiber optic and
copper cables are located on the east and west sides of the roadway, and to the west side of
the road easement in the inlet area. No utilities are attached to the temporary bridge. Refuge
ponds just north of the inlet were constructed by the Civilian Conservation Corps in 1933. The
entire Refuge is eligible for inclusion in the National Register of Historic Places.
Replacement of existing roadway and the temporary bridge with a 2.1 mile long bridge with 40
feet of clear roadway width consisting of two (2) 12 foot wide travel lanes and 8 foot wide
shoulders with bicycle safety railing and associated approaches is proposed. The bridge will be
located on the ocean side of the NC 12 easement except in the area of the temporary bridge,
where it will be on the sound side. The bridge will have ninety-eight (98) spans, 110 foot to 120
foot main spans and 60 foot approach spans. Fill will be placed at each end of the bridge
approach, a 200 foot long section to the north and a15O foot long section to the south, and be
held within the easement with retaining walls. The 4 foot wide shoulders along roadways to the
north and south will widen to 8 feet as the roadways elevate onto the bridge approaches.
Bridge piles will be 30 to 36 inch square concrete piles approximately 110 feet in length for the
entire bridge and jetted into place. The deck elevation will be approximately 25 feet above Mean
High Water (MHW) along the bridge, but will rise to approximately 33 feet to accommodate
• detour traffic below. The horizontal clearance of the bridge in the inlet will be approximately 85
feet and the vertical clearance will be approximately 25 feet above MHW. Runoff will be
collected from the ends of the bridge and piped to a riprap apron which will drain to roadside
swales to promote infiltration. Bridge drainage for the main bridge spans will be from scuppers
(openings) at the outer edges of the deck. The bridge will be high enough to allow wind to
disperse the scupper discharge before it reaches the ground or inlet surface. The bridge will be
designed to withstand expansion and migration of the inlet, potential newly formed inlets and
exposure to the surf zone and ocean due to shoreline erosion prior to the end of its 50 year
service life.
Construction activity will be primarily confined to the existing NC 12 easement, including a
temporary traffic maintenance road; however, approximately 3.84 acres of temporary
construction easement will be needed. Temporary easements will provide room for construction
workers to erect erosion control measures, remove the temporary bridge and associated
shoring, and jet in the piles. Temporary construction easements will also allow staging areas to
be placed at the Pea Island Life Saving Beach Access and the New Inlet Access. Removal of
bridged roadway will also result in the removal of a 24 inch culvert near the New Inlet Access.
1367 US 17 South,Elizabeth City,NC 27909
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North Carolina Department of Environment and Natural Resources MEMORANDUM
Division of Coastal Management Page 3 of 11
Cape Hatteras EMC will replace one (1) existing transmission pole and guy pole near the
southern dike of the South Pond with a self-supporting transmission pole, as authorized by DCM
under a Letter of Refinement dated February 18, 2013. CenturyLink will install new
underground telephone fiber optic and copper cables 5 feet within the power easement, except
for the inlet area where it will connect to existing underground lines. Telephone lines will be
directionally bored in wetland areas and trenched in high ground areas. No utilities will be
attached to the bridge.
Access to the Pea Island Life Saving Beach Access, the New Inlet Access and to the South
Pond southern dike will be eliminated.
The Pamlico Sound in this area is classified as SA; HQW and are open to shellfishing.
Submerged Aquatic Vegetation (SAV) is present west of the project area, but none are present
in the inlet.
No archaeological resources have been identified in the review.
Replacement of the Pea Island Inlet temporary bridge is Phase Ila of the overall TIP B-2500
Project. Phase I is the replacement of the Herbert C. Bonner Bridge over the Oregon Inlet, with
construction set to begin in early 2013 and authorized under CAMA Major Permit #106-12.
Phase Ilb is currently in the NEPA/Section 404 Merger Process and would potentially be a new
bridge near the community of Rodanthe in the area known as the "S-curves" on NC 12.
Anticipated impacts resulting from this project are expected to include: the filling of 1,742 sq. ft.
of Public Trust Area/Estuarine Waters Areas of Environmental Concern (AEC) and 436 sq. ft. of
Coastal Wetlands AEC; the temporary filling of .34 acre of Public Trust Area/Estuarine Waters
AEC, .79 acre of Section 404 Wetlands and .33 acre of Coastal Wetlands AEC; the disturbance
of 25.5 acres of High Ground; the hand clearing of .25 acre of Section 404 Wetlands and .17
acre of Coastal Wetlands AEC; the shading of .26 acre of Public Trust Area/Estuarine Waters
AEC, and; the temporary shading of .47 acre of Public Trust Area/Estuarine Waters AEC.
The limits of Areas of Environmental Concern (AEC) are not clearly indicated on the drawings.
NCDOT has committed to follow protective measures to avoid several species in the project
area, including sea turtles, smalltooth sawfish, the West Indian manatee, piping plovers,
shortnose sturgeon, and Atlantic sturgeon. NCDOT will implement guidelines that restrict in-
water construction related activities when these protected species are observed in the waters of
the project area.
The public is expected to benefit from the increase in efficiency and safety of the new bridge.
The increased bridge shoulder will better accommodate bicyclists and pedestrians.
Basis for Determination:
The Dare County Future Land Use Map identifies land area within the Pea Island National
Wildlife Refuge as "Conservation".
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North Carolina Department of Environment and Natural Resources MEMORANDUM
Division of Coastal Management Page 4 of 11
The purpose of the "Conservation" classification is to provide for the effective long-term
management and protection of significant, limited, or irreplaceable areas. Development by
federal agencies is exempt from local zoning regulation. However, Dare County encourages
federal agencies to consider impacts on adjoining lands and Dare County's communities. Land
disturbing activities should not occur unless in conjunction with an authorized development.
Authorized development should include provisions and conditions that minimize impacts to any
natural, cultural, historic, and scenic values of the areas authorized for development. As
indicated on Page 217, this classification applies to all CAMA AECs and all federal lands except
for the bombing ranges on the Mainland and some state-owned lands in Frisco and Buxton.
Phase Ila will change access within the Refuge in that there will be no direct access to the
Refuge from the Phase Ila bridge. Motor vehicle access will be lost to the public boat ramp and
the public parking lot near Pea Island inlet. Sacrificing direct motor vehicle access in favor of
eliminating the need for artificial dunes to maintain a surface road is the preference of USFWS,
which has indicated in the past that it will allow for some form of replacement access to the
Refuge and its facilities where direct access from a surface road is lost in Phase Ha. New
opportunities for parking will be discussed with the Refuge during impact mitigation planning.
The boat ramp is not an official Refuge or Seashore facility, and it will be difficult to reach
without paved road access. NCDOT will address this impact in mitigation discussions with the
Refuge. (Pages 4-17 and 4-18, Phase Ila EA) See Policies PA#4, PA#5, PA#8, and ICC#6.
Listed below is a glossary of key words that are used throughout Section 2 in the policy
statements. The glossary is intended to convey the specific meaning of these key words.
1. adequate: sufficient to achieve the intended purpose or prevent harm
2. advocate: to promote or encourage
3. allow, authorize, permit: official action to let something happen
4. consider: to analyze; to take under advisement
5. control: to regulate or direct
6. discourage: to not favor, to dissuade
7. encourage: to favor or foster (also see support)
8. may: provides the option, but not required; permissive
9. oppose: to not support or be against a proposed action
10. practicable: capable of being effected, feasible, likely to occur
11. preferred: the favored course among alternatives but does not preclude other options
12. prohibit: not allowed, to totally prevent
13. promote: to proactively encourage to take positive steps
14. reasonable: practical, just enough to do the job; not extreme
15. recognize: to show awareness of an issue or condition
16. require: to mandate something
17. shall: mandatory, not optional; a more formal term for "will"
18. should: preferred or recommended but not mandatory in all cases
19. significant: important; determined by quantity or relative impact
20. support: to foster; may imply financial support
1367 US 17 South.Elizabeth City,NC 27909
Phone:[phone]\FAX:[phone];Internet:www.nccoastalmanagement.net
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•
North Carolina Department of Environment and Natural Resources MEMORANDUM
Division of Coastal Management Page 5 of 11
The following LUP policies may be applicable to this request:
Public Access:
Policy PA #1, Page 142.
"Dare County supports the preservation and protection of the public's
right to access and use of the public trust areas and waters."
Policy PA #3, Page 142.
"Dare County supports North Carolina's shoreline access policies and
grant programs and recognizes the importance of shoreline access to our
local residents and our tourist economy. Thus, the County will continue to
seek opportunities to expand access, including opportunities for the
disabled, and to secure funding for beach nourishment in order to
maintain wide sandy beaches."
Implementation Strategy, Page 142.
"1. ...Any new public access sites shall address the needs of
handicap persons and address those needs to the maximum
extent practicable in working with the natural conditions of the
site."
Policy PA #4, Page 142.
"The County recognizes the importance of four-wheel drive vehicles and
pedestrian access to the beaches of Dare County that are under the
management authority of the federal government. Efforts to completely
prohibit beach driving on these federally-managed areas are opposed.
National Park Service management plans for the beaches should
acknowledge the historical and established practice of vehicular and
pedestrian access to the beaches of Dare County. In addition, impacts on
Dare County's local economy are important elements that should be a
factor in any decision-making process of the National Park Service.
Management plans should emphasize the need to allow these practices
to continue in an equitable manner that balances species management
activities without eliminating or severely limiting vehicular and pedestrian
access to the Dare County beaches."
1367 US 17 South.Elizabeth City,NC 27909
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•
North Carolina Department of Environment and Natural Resources MEMORANDUM
Division of Coastal Management Page 6 of 11
Implementation Strategies, Page 143.
"2. Defend and assist with legal interventions that would allow
continued access for federal beaches."
Policy PA #5, Page 143.
"Plans for the replacement of Bonner Bridge and for the long-term
protection of NC 12 on Hatteras Island shall address the need to provide
vehicular and pedestrian access for local residents and visitors to all
areas of Pea Island and Hatteras Island currently (2008) open to the
public. Plans to restrict or limit current levels of access shall be reviewed
on a case by case basis with support or opposition offered depending on
the proposal and its potential negative impacts on local residents and our
tourist economy."
Policy PA #7, Page 145.
"Beach nourishment is the preferred shoreline management alternative
along the ocean beaches of Dare County. Access points to beaches
identified for nourishment activities shall be provided according to federal
standards (every '/2 mile) to allow convenient access to all persons. In
addition to beach nourishment, the use of terminal groins, offshore reefs,
and other similar techniques are compatible with the shoreline
management goals of Dare County."
Policy PA #8, Page 146.
"Dare County supports the maintenance of wildlife preservation areas and
refuges. Access by the public, including vehicular access to beaches, for
wildlife harvesting and observation should not be prohibited."
Implementation Strategy, Page 146.
"1. Work with federal agencies to allow continued access to
federal property in Dare County for hunting (including hunting
with dogs), fishing, and other similar activities."
1367 US 17 South,Elizabeth City,NC 27909
Phone:[phone] FAX:[phone];Internet:www.nccoastalmanagement.net
An Equal Opportunity\Affirmative Action Employer

•
North Carolina Department of Environment and Natural Resources MEMORANDUM
Division of Coastal Management Page 7 of 11
Land Use Compatibility:
Archaeological/Historic Resources
Policy LUC #15, Page 159.
"The Dare County Board of Commissioners supports the protection of
structures, lands, and artifacts that have been identified by the NC
Department of Cultural Resources, Division of Archives and History, as
archaeologically or historically significant. On a case-by-case basis
individual protection/management strategies should be implemented to
ensure archaeological and/or historical resources are not destroyed."
Infrastructure Carrying Capacity:
Transportation
Policy ICC #6, Page 171.
"The Bonner Bridge and NC 12 on Hatteras Island are vital to Dare
County. The replacement of Bonner Bridge in its current location is the
preferred alternative of the Dare County Board of Commissioners. Other
alternatives that feature the elimination of public access to areas north of
Rodanthe or re-routing of vehicular traffic to the federally owned lands of
the Pea Island Wildlife Refuge are not reasonable alternatives due to cost
factors and the decreased access to wildlife areas, ocean beaches,
estuarine shorelines and other habitat areas."
Implementation Strategy, Page 171.
"1. Continue to lobby State and Federal agencies for replacement
of Bonner Bridge and the long-term protection of NC 12."
Policy ICC #8, Page 172.
"Dare County supports the development and construction of sidewalks,
bike paths, greenways, and other walking/jogging trails to provide a safe
setting for these types of outdoor recreation and as alternative
transportation routes."
1367 US 17 South.Elizabeth City,NC 27909
Phone:[phone] FAX:[phone];Internet:www.nccoastalmanagement.net
An Equal Opportunity\Affirmative Action Employer

North Carolina Department of Environment and Natural Resources MEMORANDUM
Division of Coastal Management Page 8 of 11
Natural Hazards:
Ocean Shoreline
Policy NH #1, Page 179.
"Oceanfront shoreline development should continue to be managed to
protect and preserve the natural and recreational resources along the
oceanfront. The appropriate tools for this are the existing CAMA permit
program and the Areas of Environmental Concerns (AECs) designated
under the CAMA program..."
Implementation Strategy, Page 179.
"1. Rely on existing CAMA AEC regulations to address
development activities along the ocean beaches, estuarine
shoreline, and other public trust areas in unincorporated Dare
County..."
Estuarine Systems
Policy NH #2, Page 180.
"Estuarine shoreline development should continue to be managed to
protect and preserve the natural resources of the estuarine waters and
the estuarine shoreline. The appropriate tools for this are the existing
CAMA permit program and the Areas of Environmental Concerns (AECs)
designated under the CAMA program..."
Implementation Strategy, Page 180.
"1. Rely on existing CAMA AEC regulations to address
development activities along the ocean beaches, estuarine
shoreline, and other public trust areas in unincorporated Dare
County..."
Flood Hazards
Policy NH #5, Page 181.
"Dare County supports, as minimum standards, the administration and
enforcement of all applicable floodplain management regulations and the
National Flood Insurance Program..."
1367 US 17 South.Elizabeth City,NC 27909
Phone:[phone] FAX:[phone];Internet:www.nccoastalmanagement.net
An Equal Opportunity\Affirmative Action Employer

North Carolina Department of Environment and Natural Resources MEMORANDUM
Division of Coastal Management Page 9 of 11
Water Quality:
Water Quality
Policy WQ#2, Page 188.
"Development projects shall be designed and constructed to minimize
detrimental impacts on surface water quality, groundwater quality, and air
quality. Structures should be designed to fit the natural topographic
conditions and vegetation versus modifications to natural conditions to
accommodate structures..."
Stormwater
Policy WQ #4, Page 190.
"Efforts to preserve, protect and improve water quality should be
managed at the local level. Local level management allows for a
regulatory approach designed to specifically address unique local needs
and conditions. Existing State stormwater rules should serve as the basis
for local programs with adjustments made to address local needs,
conditions, and community support."
Policy WQ #5, Page 190.
"Efforts to manage stormwater runoff should be based on local conditions
and natural features. Properties immediately adjacent to SA classified
waters should be developed consistent with the dimensional standards
and lot coverage limitations of the Dare County Zoning Ordinance.
Vegetative buffers and other low—impact development methods identified
by the UNC Coastal Studies Institute are appropriate tools to address
stormwater runoff adjacent to SA waters."
Policy WQ #6, Page 190.
"Dare County recognizes the public health issues associated with
mosquitoes and standing areas of water and the public safety issue for
motorists presented by stormwater ponding on roadways."
1367 US 17 South.Elizabeth City,NC 27909
Phone:[phone] FAX:[phone];Internet:www.nccoastalmanagement.net
An Equal Opportunity 1 Affirmative Action Employer

•
North Carolina Department of Environment and Natural Resources MEMORANDUM
Division of Coastal Management Page 10 of 11
Wetlands
Policy WQ #7, Page 192.
"Dare County advocates the use of existing (2009) state and federal
regulatory programs for protecting and preserving coastal wetland areas
of environmental concern..."
Policy WQ #8, Page 192.
"Dare County supports the U.S. Army Corps of Engineers nationwide
permit program as administered in 2009. This support is based on the
current scope of permitting limits of the nationwide program and not any
changes that may result in a different policy..."
Policy WQ #9, Page 192.
"The use of wetland mitigation to compensate for the loss of wetlands is a
suitable alternative for projects identified as "public purpose projects" or
projects undertaken by Dare County..."
Fisheries Resources
Policy WQ #11, Page 193.
"Dare County recognizes the importance of our surrounding waters that
serve as habitats for the area's abundant fisheries resources. The
continued productivity of Dare County's fisheries shall be fostered through
restoration and protection of the unique ecosystems upon which they
depend..."
Local Areas of Concern:
Federal/State Support
Policy LAC #4, Page 200.
"Dare County encourages federal and state regulatory agencies to
consider fast-tracking of public purposes projects..."
1367 US 17 South.Elizabeth City,NC 27909
Phone:[phone] FAX:[phone];Internet:www.nccoastalmanagement.net
An Equal Opportunity 1 Affirmative Action Employer

North Carolina Department of Environment and Natural Resources MEMORANDUM
Division of Coastal Management Page 11 of 11
Policy LAC #5, Page 200.
"Dare County encourages federal and state regulatory agencies to
consider impacts from activities occurring on their lands on the
surrounding privately-owned land and communities. Although Dare
County acknowledges that federal and state properties are exempt from
local zoning and other land use ordinances, federal and state agencies
should coordinate their efforts with local officials whenever practicable."
Tourism
Policy LAC #6, Page 201.
"Dare County supports the concept of combining natural resources and
tourism to promote the area's ecological values, known as "eco-tourism"."
Policy LAC #7, Page 201.
"The quality of life of Dare County residents should be carefully balanced
with the tourist-based economy of the Outer Banks. Maintaining a good
quality of life for our permanent population and ensuring a safe and
enjoyable vacation experience should be a goal of all local, state, and
federal agencies responsible for the promotion of tourism in Dare County
and North Carolina."
Policy LAC #8, Page 201.
"Dare County recognizes the importance of tourism to our local economy
and supports efforts to maintain our status as a desirable place to live,
visit, and vacation. Tourist generated revenues should be used to offset
the infrastructure needs of our seasonal population and our year-round
population."
cc: John Thayer, AICP, DCM Manager of Planning/Public Access
1367 US 17 South,Elizabeth City,NC 27909
Phone:[phone] FAX:[phone];Internet:www.nccoastalmanagement.net
An Equal Opportunity\Affirmative Action Employer

��y�Y OFF
; 1�, COUNTY OF DARE
Office of the Board of Commissioners
4,�RTy CARON' P.O. Box 1000, Manteo, North Carolina 27954
Warren Judge [phone]
Chairman Fax [phone]
Richard Johnson Robert L.Outten
Vice-Chairman County Manager/Attorney
Allen Burrus Gary Gross
Virginia Tillett Clerk to the Board
Max Dutton April 1, 2013
Jack Shea
Robert Woodard
Cathy Brittingham
NC Division of Coastal Management
1638 Mail Service Center 0 ?j
Raleigh, NC 27699-1638 apR NAGEMEN�
�,v OF GOI R���1GH
Dear Ms. Brittingham:
I write today to indicate the support of Dare County for TIPB-2500A, Replacement of the Pea
Island Inlet Temporary Bridge and the CAMA/DREDGE and FILL permit application currently
under review by the Division of Coastal Management. The replacement of the Pea Island
temporary bridge is an infrastructure improvement that is vital to the transportation needs of
Hatteras Island and Dare County. NC 12 on Hatteras Island provides access to thousands of
residents, property and business owners, and seasonal visitors to the Outer Banks each year. It is
essential that the temporary bridge be reviewed and permitted for construction in an expeditious
manner to ensure uninterrupted and unimpeded road access. In addition to the daily
transportation needs of Hatteras Island, NC 12 is a critical evacuation route for Dare County and
Ocracoke Island.
A review of the 2009 Dare County Land Use Plan provides supporting documentation of the
importance of NC 12 on Hatteras Island. I have attached a copy of Policy #ICC 6 of the LUP
and its implementation strategy which recognizes the crucial role of NC 12 and the need for
long-term protection measures for this highway. There is also discussion elsewhere in the land
use plan of NC 12 to its role in the daily lives of the County's residents and visitors and its
integral role in evacuation of the area during hurricane season.
Recently, Governor McCrory and Transportation Secretary Tata visited Dare County to
specifically visit NC 12 and the temporary bridge on Pea Island. Later that evening they
conducted a community meeting with our elected officials and residents of Hatteras Island and
assured us of their commitment to NC 12 and its long-term protection. The issuance of State-
permits for the replacement of the Pea Island temporary bridge will serve as a clear
demonstration of this high-level commitment by the State to our residents and property owners.
LAND OF BEGINNINGS

I urge the Division of Coastal Management to approve the CAMA permits for the dredge and fill
work and any other State-permits that may be needed for the Pea Island replacement bridge.
Thank you for this opportunity to comment.
sp tfully,
Robert L. Outten
County Manager
Cc: Dare County Board of Commissioners

Section Two Infrastructure Carrying Capacity
of a central system and the ability to adequately fight fires on Roanoke Island. Several public
meetings on the topic were conducted by the Dare County Board of Commissioners. Many
residents were opposed to the expansion of a central water supply with mandatory hook-up
and payment of an impact fee for connection to the system. Others expressed the concern
that the availability of central water would lead to increased dwelling density and greater
development levels. In 2009,the Board hired an engineering firm to begin work on the
expansion of central water to all parts of Roanoke Island. It is hoped that the infrastructure
will be installed and completed in 2012.
Policy ICC#5
Public services shall be provided to meet the needs of our permanent and seasonal population
and provide a residual capacity for unanticipated contingencies.
Implementation Strategy:
1. Copies of proposed site plans and subdivisions shall be sent to appropriate Dare County
agencies and State agencies for review and comment. (2010-2015)
Transportation
Transportation improvements are of great concern to the residents of Dare County. The
linear geography of Dare County limits the transportation alternatives available to residents
and visitors. The huge influx of seasonal visitors places great demands on existing
infrastructure improvements. This concern was voiced numerous times at the public input
workshops held in the autumn of 2007 and on the Citizen Involvement Poll.
The most pressing transportation issue for Dare County is the replacement of the Bonner Bridge
over Oregon Inlet. Bonner Bridge is the sole access for Hatteras Island from the northern
beaches. Ferry service from Ocracoke and Hyde County provides access from the south but this
is not a practical transportation route for travel to the northern beaches and other areas to the
north and west of Dare County. The Bonner Bridge is critical for the daily transportation needs
of the residents of Hatteras Island and Dare County and provides access for the 2.5 million
visitors to the Cape Hatteras National Seashore. Summertime traffic counts for Bonner Bridge
can exceed 10,000 vehicles per day. Its role in the evacuation of Hatteras Island and Ocracoke
Island prior to hurricanes is essential. For sixteen years,the replacement of Bonner Bridge has
been studied. The discussion of the replacement bridge has focused on a 17-mile long
alternative or a shorter 2.5 mile alternative adjacent to the current location. The long bridge
alternative would place the southern-most landing closer to the village of Rodanthe and
preclude access to many areas of the Pea Island Wildlife Refuge including the beaches along
this stretch of NC 12. The cost of construction of this bridge is in excess of$1 billion dollars.
The short bridge alternative is favored by the Dare County Board of Commissioners and after )
Page 169 —.__—_-

Section Two infrastructure Carrying Capacity
years of lobbying of State and federal officials,the NC Department of Transportation has
selected the short bridge alternative. The short bridge is estimated to cost$600 million
dollars,which is more economically feasible for the State versus the cost of the long bridge
alternative favored by environmental groups and the US Fish and Wildlife Service. The current
Bonner Bridge was constructed in 1963. Based on NCDOT examinations of the bridge,the
bridge is rated a 2 on a scale of 100 with 100 being an excellent condition. It is hoped that
construction of the short bridge will commence in 2010 although environmental studies have
resulted in additional delays. Bonner Bridge is an indispensable transportation improvement
for Dare County hence the replacement of this bridge will remain a priority for the Dare County
Board of Commissioners until construction commences.
Associated with the replacement of the Bonner Bridge is the protection of NC 12 on Hatteras
Island. Sections of NC12 are routinely inundated by storm tide from ocean overwash and/or
soundside flooding. During these events, NC 12 is impassable and closed to traffic or traffic is
restricted to four-wheel drive vehicles due to sand and water on the roadway. The long-term
protection and maintenance of NC 12 is essential for Hatteras Island. Emphasis for the need
for continual maintenance and long-term solutions for NC 12 was noted during the update
process and is reflected in the LUP policies.
The replacement of the Alligator River Bridge and the upgrading to four traffic lanes of Highway
64 through Tyrrell County and East Lake on Dare County's Mainland are other transportation
infrastructure improvements that will affect Dare County. These improvements have been
included in the NC Department of Transportation Improvement Plan for construction in the
next ten-year NCDOT planning period.
Other transportation issues addressed during the update process include the maintenance and
development of private streets and the construction of bikeways and walkways. For many
years,subdivisions in unincorporated Dare County were constructed with private roads.
Maintenance of private roads are the responsibility of the property owners abutting the road
and usually accomplished through the collection of homeowners association dues which are
used to pay for routine maintenance and resurfacing of the improvements. However, in some
instances homeowners associations were not established and maintenance dues not collected.
Maintenance of many private roads has not occurred and many roads are in severe disrepair
almost to the point of being impassable. Property owners along these private roads cannot
afford the cost of repairs or have chosen to not make improvements in a belief that doing so
will discourage development of vacant properties that lie adjacent to the private road. Dare
County does not have legislative authority to utilize public funds for the repair of private roads
or a mechanism for mandating that abutting properties owners make necessary repairs. In an
Page 170 — - .-- —

Section Two Infrastructure Carrying Capacity
effort to mitigate future problems with private roads,the Dare County Subdivision Ordinance
was amended in 2008 to establish provisions for the construction of private roads in newly
platted subdivisions under certain conditions. For smaller divisions that feature less than 6
lots,a private road with reduced right-of-way width and pavement width can be recorded.
All other subdivisions must construct roads dedicated for public use and built to include a 45'
wide right-of-way with 20 feet of paved improvements. The goal of Dare County is that all new
roads may eventually be placed on the State's secondary road maintenance program. The
likelihood of such an occurrence increases if new roads are dedicated as public roads and built
to State specifications to allow acceptance into the State's maintenance system once the
minimum threshold of residences along the roadway is met. However,the standards for the
smaller divisions were included to address the division of property for transfer to family
members or heirs.
Over the past several years a series of bikeways and walkways have been constructed in many
portions of Dare County. In some instances,these walkways connect across municipal
boundaries. These improvements provide a safe alternative means of access for residents and
visitors. Their popularity among residents and visitors is evident in the high usage of these
improvements on a daily basis. Area students use the accessways to travel to school and many
people use the improvements for exercise and recreation purposes. The Outer Banks Scenic
Byways Committee is working to provide bikepaths along NC 12 on Hatteras Island. The group
has identified locations of the improvements in each of the seven villages on Hatteras Island.
Opportunities for grant funding are being sought. Such improvements would provide a much
safer environment for bicyclists and pedestrians on Hatteras Island where currently only the
narrow unimproved shoulder of NC 12 is available.
Policy ICC#6
The Bonner Bridge and NC 12 on Hatteras Island are vital to Dare County. The replacement of
Bonner Bridge in its current location is the preferred alternative of the Dare County Board of
Commissioners. Other alternatives that feature the elimination of public access to areas north
of Rodanthe or re-routing of vehicular traffic to the federally owned lands of the Pea Island
Wildlife Refuge are not reasonable alternatives due to cost factors and the decreased access to
wildlife areas,ocean beaches,estuarine shorelines and other habitat areas.
Implementation Strategy:
1. Continue to lobby State and Federal agencies for replacement of Bonner Bridge and the
long-term protection of NC 12. ( 2010-2015)
Page 171

Section One Analysis of Community Facilities
Transportation Systems
The island geography of Dare County greatly influences the transportation infrastructure. Bridges —
are a key component of this infrastructure and serve as entryways to Dare County,except on the
southern end of Hatteras Island,which is accessed by ferry service from Ocracoke Island, Most travel
within the County occurs on three arterial routes, US 64/264, NC 12, and US 158. US 158 runs north-
south from Southern Shores to the Whalebone area of Nags Head. NC 12 runs north-south from the
Dare/Currituck line north of Duck to the southern end of the County in Hatteras Island. US 64 follows
an east-west path from Tyrrell County, while US 264 follows a primarily north-south route from Hyde
County. The two highways merge at a point west of Manns Harbor,and then serve as the primary
thoroughfare through the village of Manns Harbor,and the northern portions of Roanoke Island.
Movements on and off the outer islands are confined to US 64/264,through the Mainland,via both the
Virginia Dare Memorial and William B. Umstead Memorial bridges, and on US 158 along the Currituck
Sound Bridge. Ferry service from Hatteras village also serves as an alternative egress from Hatteras
Island.
Traffic flows within the County vary according to the roadway section,season, and day of the week.
Typical of a resort area,the roadway system in Dare County experiences sizable variations in traffic
demands. The following table illustrates average daily traffic counts provided by NCDOT for several
key locations in Dare County.
Table 29—NCDOT Average Daily Traffic Counts for 2007(Source: NC Department of Transportation) %
Approximate Location of Counter Vehicle Counts for 2007
US 158 Kitty Hawk near Wal-Mart/Home Depot 23,000
NC 12 Southern Shores 15,000
US 158 Kitty Hawk—Kitty Hawk Road intersection 32,000
US 158 KDH Colington Road intersection 36,000
NC 12 KDH Colington Road intersection 7,000
NC 12 Nags Head—Oregon Inlet 4,900
US 64 Manteo Causeway west of Pirates Cove 16,000
US 64 Roanoke Island—COA entrance 17,000
•
US 64/264 Intersection Mainland 4,400
NC 345 Roanoke Island south of US 64 intersection 7,000
NC 12 Rodanthe midway of village (2006) 5,700
NC 12 Avon south of village intersection 7,200
NC 12 Buxton near Buxton Back road intersection 9,300
NC 12 Hatteras entrance from Frisco 5,100
The island geography of Dare County makes bridges an essential component of expedited traffic
movement. This factor is critical in determining the time needed to evacuate the County during a
hurricane event. The time will vary based on the time of the year and the seasonal population. Basein
on 2003 estimates, it may take as long as 27 hours to evacuate the county during peak-season periods,
and between 13 and 18 hours during lesser populated times of the year.
--- Page 108 -- —

Se t1dn One Analysis of Community Facilities
The most significant transportation improvement constructed in the County since 2000 has been the
completion of the Virginia Dare Memorial Bridge. Dedicated in August 2002,the four-lane span of
more than five miles stretches across the Croatan Sound from Manns Harbor to the intersection of
Hwy. 345 on Roanoke Island. It is the longest bridge in the state. Subsequently,a new visitor's center
and county governmental complex have been constructed on Roanoke Island within close proximity to
the bridge landing.
The replacement of the Bonner Bridge spanning Oregon Inlet remains the most urgent transportation
concern for Dare County. This project has been added to the NCDOT Transportation Improvement
program (NCDOT B-2500). Other projects included in the State's Transportation Improvement
program over the next ten-years include:
• Construction of a flyover at the intersection of US 64/NC 345 on Roanoke Island for traffic heading
to the northern beaches and Hatteras Island. (U-3815)
• Operational/safety enhancements along Colington Road (NCDOT R-5014)
• Continued widening of US 64 to four lanes through East Lake and Manns Harbor(NCDOT R-2544)
including the ultimate replacement of the Alligator River Bridge to Tyrrell County.
Another transportation concern in Dare County continues to be the protection of NC 12 on the
northern beaches and Hatteras Island. Ocean overwash and erosion have endangered portions of NC
12 in Kitty Hawk and along Hatteras Island. The NC Department of Transportation has made the
stabilization of the threatened portions of NC 12 a priority project and has dedicated significant
resources to alleviate overwash and sand depletion.
Strategies to improve safety along US 158 and seasonal traffic increases continue to be a priority of the
persons attending the public participation workshops held at the beginning of the update process.
Bicycle paths/walkways along many of the major transportation routes in the County,such as those
developed under the auspices of the Roanoke Voyages Corridor Commission, are exceedingly popular
alternative transportation routes among residents and visitors to the area. Similar efforts to develop
pedestrian paths in other areas have been proposed in recent years.
Dare County has a limited capacity of other modes of transportation. Air transportation is limited to
the Dare County Regional Airport on Roanoke Island,the First Flight Airport in Kill Devil Hills,and the
Billy Mitchell Airstrip on Hatteras Island. At present,there are no scheduled passenger services by a
regional carrier. Past attempts to establish a commuter service to the Norfolk Airport have failed due
to lack of passengers. A proposal to extend the runways at the Dare County Regional Airport has been
reviewed by the Airport Authority. However,there was local opposition to this proposal and
environmental constraints as well. In addition to serving the civil aviation needs of Dare County,these
three airports have served as important staging centers for aviation-related activities during hurricanes
and other storm events.
_) Dare County is not served by any bus or railroad operations. There are a number of taxi services
available for hire.
Page 109

ATPA
APR 0 2 2013
NCDENR
North Carolina Department of Environment and Natural Resource PR _ _
P DMF-HABITAT PROTECT ION
Division of Coastal Management
Pat McCrory Braxton C. Davis John E. Skvaria, III
Governor Director Secretary
March 22, 2013
r1
APR 10 2013
MEMORANDUM
TO: Kevin Hart -DMF-HABITAT PROTECTION
Division of Marine Fisheries, WaRO
FROM: Doug Huggett
Major Permits Processing Coordinator di MAILED
SUBJECT: CAMA/DREDGE&FILL Permit Application Review
Applicant: NC Department of Transportation
Project Location: NC 12 -Pea Island Inlet on Hatteras Island,Dare County
Proposed Project: TIP B-2500A,Replacement of the Pea Island Inlet Temporary Bridge
Please indicate below your agency's position or viewpoint on the proposed project and return this
form by 4/12/13, to Cathy Brittingham, 1638 Mail Service Center, Raleigh, NC 27699-1638.
If you have any questions regarding the proposed project, please contact Paul Williams at (252)
264-3901, ext. 249. When appropriate, in-depth comments with supporting data are requested.
The workplans are available at http://207.4.62.65/PDEA/PermApps/B-25001B-2500%20A1
REPLY: This agency has no objection to the project as proposed.
This agency has no comment on the proposed project.
y, 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
comments.
SIGNED j DATE Vito/eSlicp
•
1367 US 17 South,Elizabeth C ty,NC 27909
Phone:[phone] FAX:[phone];Internet:www.nccoastalmanagement.net
An Equal Opportunity\Affirmative Action Employer

A71:411.1rilrAi
CDENR
North Carolina Department of Environment and Natural Resources
Division of Marine Fisheries
Pat McCrory Dr.Louis B. Daniel III John E.Skvarla, HI
Governor Director Secretary
TO: Doug Huggett
THROUGH:Anne Deaton
FROM: Kevin Hart KW
DATE: March 18, 2013
SUBJECT: B-2500A-NC12 Pea Island Long-Term Improvements
The following comments by the North Carolina Division of Marine Fisheries(NCDMF)on the subject project are offered
pursuant to G.S. 113-131. The applicant is proposing to construct a new 2.1 mile long bridge on NC 12 crossing the inlet
at Pea Island that resulted from Hurricane Irene.The proposed bridge will be a two lane bridge(12' travel lane with 8'
shoulders)and have 98 spans.The drainage system will consist of open scuppers on the main bridge spans,grate inlets
and pipe systems for the ramps and end spans,and roadside ditches for the approach pavement.The new bridge will be
constructed in the same location as the current road;therefore a temporary road will be constructed to the west of the
current roadway.The temporary and new bridge will result in the filling of 1.13acres(1.12acres temporary and 0.01acres
permanent)fill in 404 wetlands and 0.04acres of permanent surface water fill and 0.28acres of temporary fill and
0.42acres of coastal wetlands fill(0.33acres temporary and 0.09acres of hand clearing). Piles will be installed by jetting
with all spoils staying within the existing easement unless the material is compatible for use on the Pea Island Refuge.
Water intakes for jetting will take place at three locations including the current refuge ramp.
The applicant has stated that they will use preventative measures(i.e.protective screens)to minimize impacts to fish
species during jetting but no further information has been provided. During the January 30,2013 avoidance and
minimization meeting the NCDOT stated that they will continue to work with the NCDMF and National Marine Fisheries
Service(NMFS)on ways to minimize the impacts on fishes from jetting.The NCDMF recommends that the jetting intake
has lmm mesh screens and 0.25fps intake approach velocity to minimize impingement. The NCDMF has requested
information as to the approach velocity to determine if other alternatives are necessary to minimize impingement.Prior to
construction these methods should be finalized as to ensure these impacts to all life stages of fishes are avoided or
minimized.
The New Inlet boat ramp will be removed when the new bridge is constructed. This ramp is currently used by
commercial gill net fishermen,recreational fishermen,recreational and commercial shellfish harvesters,kayakers,and
kiteboarders..At this time there is limited boat access on the Outer Banks and this ramp should be replaced by constructing
a new access spot.At the January 30,2013 avoidance and minimization merger meeting,the NCDOT agreed to work with
the USFWS and refuge to determine a viable alternative for this loss. If access cannot be provided on the refuge due to
increased environmental impacts the applicants should seek other access alternatives outside of the refuge property.
The NCDMF has actively participated in the Merger Team meetings in the development of this project.During these
meetings the applicant has been working with NCDMF and other resource agencies to avoid and minimize impacts to the
resources.The applicant has minimized wetland fill by aligning the new bridge in the existing NC12 easement where
practical to avoid wetland impacts.
The NCDMF appreciates the opportunity to review and comment on this project. If you have any comments or
questions,please call me at(252) 948-3878 or email me at Kevin.Hartgncdenr.gov
3441 Arendell Street,P.C.Box 769,Morehead City.North Carolina 28557
Phone:[phone]\FAX:[phone];Internet:portaincdenr.crgiweb//irf
An Equal Opportunity t Affirmative Action Employer

AVA
NCDENR
North Carolina Department of Environment and Natural Resources
Division of Coastal Manage sent
Pat McCrory Braxton C. Davis John E. Skvarla, Ill
Governor Director Q = - Secretary
MAR 2 8 2913
March 22, 2013 Snej/fisl^
MEMORANDUM � -. 1\JE
TO: Patti Fowler ApR 6 2013
NC Department of Environmental Health
1134AGEMEN7
tA
FROM: Doug Huggett CO AtGH
Major Permits Processing Coordinator
RECEIVED
SUBJECT: CAMA/DREDGE&FILL Permit Application Review
Applicant: NC Department of Transportation APB 2 2013
Project Location: NC 12 - Pea Island Inlet on Hatteras Island, Dare County€M-MHDCITY
Proposed Project: TIP B-2500A,Replacement of the Pea Island Inlet Temporary Bridge
Please indicate below your agency's position or viewpoint on the proposed project and return this
form by 4/12/13, to Cathy Brittingham, 1638 Mail Service Center, Raleigh, NC 27699-1638.
If you have any questions regarding the proposed project, please contact Paul Williams at (252)
264-3901, ext. 249. When appropriate, in-depth comments with supporting data are requested.
The workplans are available at http://207.4.62.65/PDEA/PermAppsB-2500B-2500%20A/
REPLY: This office has no objection to the project as proposed.
This office has no comment on the proposed project.
This office approves of the project only if the recommended changes are
incorporated. See attached.
This office objects to the project for reasons described in the attached
comments.
SIGNED K-- fir'¶k1 f i DATE 314.1113
1367 US 17 South;Elizabeth City,NC 27909
Phone:[phone] FAX:[phone];Internet:www.nccoastalmanagement.net
An Equal Opportunity\Affirmative Action Employer

NCDENR
North Carolina Department of Environment and Natural Resources
Division of Water Resources
Pat McCrory Thomas A. Reeder John E. Skvarla III
Governor Director Secretary
March 13, 2013
MEMORANDUM:
tk, RECEIVED
To: Doug Huggett
Major Permits Processing Coordinator E APR 0 8 2013
Coastal Management Division ~'
400 Commerce A0venue DCMMIDCITY
Morehead City, NC 28557
From: David Tuten, Environmental Engineer, PWSS/WaRO
Subject: CAMA/DREDGE & FILL Permit Application Review
Applicant: NC Department of Transportation
Project Location: NC 12 — Pea Island Inlet on Hatteras Island, Dare County
Proposed Project: TIP B-2500A Replacement of the Pea Island Inlet Temporary Bridge
REPLY: X This office has no objection to the project as proposed.
This office has no comment on the proposed project.
This office approves of the project only if the recommended changes are
incorporated. See attached.
This office objects to the project for reasons described in the attached
comments.
Comments:
• Proposed project should not impact any portable water sources.
SIGNED „ `s DATE o ` l c.72 a.3 !3
l
EOEVED
Public Water Supply Section—Jessica C.Godreau, P.E., BCEE,Chief APR 1 6 2013
Washington Regional Office
943 Washington Square Mall,Washington, North Carolina 27889
Phone:[phone] FAX:[phone] Internet: www.ncwater.org/pws/ fiV. OF coASTAI MANAGEMENT
An Equal Opportunity\Affirmative Action Employer R ALE I GH

--"' """m""1II!Ijlr""--""'"--\
C (fir tl''sb''
11,1
ATAti
NCDENR $;
North Carolina Department of Environment and Natural Resout rnacliVAITONcipa
Division of Coastal Management
Pat McCrory Braxton C.Day's John E. Skvarla, ill
Governor Director Secretary
March 22, 2013
MEMORANDUM
TO: Renee Gledhill-Early RECEIVED
NC Department of Cultural Resources
APR 1 6 208
FROM: Doug Huggett
Major Permits Processing Coordinator :a�v, OF COASTAL MANAGEMENT
RALEIGH
SUBJECT: CAMA/DREDGE& FILL Permit Application Review
Applicant: NC Department of Transportation
Project Location: NC 12 - Pea Island Inlet on Hatteras Island, Dare County
Proposed Project: TIP B-2500A, Replacement of the Pea Island Inlet Temporary Bridge
Please indicate below your agency's position or viewpoint on the proposed project and return this
form by 4/12/13, to Cathy Brittingham, 1638 Mail Service Center, Raleigh, NC 27699-1638.
If you have any questions regarding the proposed project, please contact Paul Williams at (252)
264-3901, ext. 249. When appropriate, in-depth comments with supporting data are requested.
The workplans are available at hup://207.4.62.651PDEA/PermApps/B-2500/B-2500%20A/
REPLY: This office has no objection to the project as proposed.
`4 This office has no comment on the proposed project.
This office approves of the project only if the recommended changes are
incorporated. See attached.
This office objects to the project for reasons described in the attached
comments.
SIGNEDQLkLQ Vi c _ DATE
r
1367 US 17 South.Elizabeth City,NC 27909 t
Phone:[phone]`.FAX'252-264-3723:Internet www nccoastal gement.net
An Equal Opportunity Affirmative Action Employer

04/10/2013 13:54 2523314739 NCDOT PAGE 01/01
ANTA
NCDENR
North Carolina Department of Environment and Natural Resources
Division of Coastal Management
Pat McCrory Braxton C. Davis John E. Skvarta, III
Governor Director Secretary
"RECEIVED
If
March 22, 2013m,
aVED
1v�oR�lvvuM APR 17 2013 APR 1 S 2013
iald OF COASTAL MANAGEMENT
TO: Ken Pace r.(ALEIGH CrTY
NC DOT, State Construction/Materials Branch
FROM: Doug kIuggett
Major Permits Procssing Coordinator
CAMA/DREDGE& PILL Permit Application.Review . ' i;i iliki
PApplicant: NC Department of Transportation APR 0 2 2013 -'
Project Location: NC 1.2 - Pea Island Jn -t :) ts;tt r as Island, Dare County .. F,1
Proposed Project: TIP 13-2500A,Replacement vi tilt Pea Island Inlet Temporary Bridge
•
Please indicate below your agency's position or viewpoint on the proposed project and return this
form by 4/12/13, to Cathy ldrittinghani, 1638 Mail Service Center,Raleigh, NC 27699-1638.
If you have any questions regarding the prop;;:;ed project, please contact Paul Williams at (252)
264-3901, ext. 249. When appropriate, in-oepth comments with supporting data are requested.
The workplans are available at http.,//297.4Zt T'ermApps/B-2500/B-2500%20A/
REPLY: `;&. This office has no objection to the project as proposed.
This office has no eommr_t oil the proposed project.
This office approves of t.hc project only if the recommended changes are
incurp{trail(;►, Sec attic:.:,2.:'.
This office objects to the project for rca,sous described in the attached
comments.
r /
f
SIGNED 4 & L dJ J —— - a?'1 It ry
1367 Us h,Elizabeth ibi,N '7. `9 i - ---
Phone.252 . :9C1 1 FAX: 52- '• 3:tntemet:www.nccaastalmancgemert.net
An Equ.ia'0 , '!tur ty\Arfrr^.aii'<<.f c ,r F.;.,:11.j,.

AVA
NCDENR
North Carolina Department of Environment and Natural Resources
Division of Coastal Management
Pat McCrory Braxton C. Davis John E. Skvarla, III
Governor Director Secretary
March 22, 2013 RECEIVED
MEMORANDUM APR 2 3 2013
TO: Patrick McClain,P.E., Regional Engineer DIV. OF COASTAL MANAGEMENT
Division of Land Quality RALEIGH
FROM: Doug Huggett
Major Permits Processing Coordinator
SUBJECT: CAMA/DREDGE & FILL Permit Application Review
Applicant: NC Department of Transportation
Project Location: NC 12 - Pea Island Inlet on Hatteras Island, Dare County
Proposed Project: TIP B-2500A, Replacement of the Pea Island Inlet Temporary Bridge
Please indicate below your agency's position or viewpoint on the proposed project and return this
form by 4/12/13, to Cathy Brittingham, 1638 Mail Service Center, Raleigh, NC 27699-1638.
If you have any questions regarding the proposed project, please contact Paul Williams at (252)
264-3901, ext. 249. When appropriate, in-depth comments with supporting data are requested.
The workplans are available at http://207.4.62.65/PDEA/PertnApps/B-2500/B-2500%20A/
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. ,Oar/his q Arlio i 64 s//iv 4.//171,
<r O 7va 7 1,4C4., iisq,vott (I-i
This agency objects to the project for reasons described in the attached
comments.
SIGNED DATE 4/'/i 7 kii3
(�.�-L /
1367 US 17 South;Elizabeth City,NC 27909
Phone:[phone]\FAX:[phone]; Internet:www.nccoastalmanagement.net
An Equal Opportunity\Affirmative Action Employer

ATA,
NCDENR
North Carolina Department of Environment and Natural Resources
Division of Coastal Management
Pat McCrory Braxton C. Davis John E. Skvarla, Ill
Governor Director Secretary
March 22, 2013 ECEIVED
MEMORANDUM APR 1 6 206
TO: Lee Padrick HIV. OF COASTAL MANAGEMENT
Division of Community Assistance RALEJGH
RECEIVED
FROM: Doug Huggett
Major Permits Processing Coordinator APR 0 4 2013
SUBJECT: CAMA/DREDGE & FILL Permit Application Review
DCM MFID CITY
Applicant: NC Department of Transportation
•
Project Location: NC 12 - Pea Island Inlet on Hatteras Island, Dare County
Proposed Project: TIP B-2500A, Replacement of the Pea Island Inlet Temporary Bridge
Please indicate below your agency's position or viewpoint on the proposed project and return this
form by 4/12/13, to Cathy Brittingham, 1638 Mail Service Center, Raleigh, NC 27699-1638.
If you have any questions regarding the proposed project, please contact Paul Williams at (252)
264-3901, ext. 249. When appropriate, in-depth comments with supporting data are requested.
The workplans are available at http://207.4.62.65/PDEA/PermApps/B-2500/B-2500%20A/
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
comments.
SIGNED) ? c� DATE 2 9- ( 3
1367 US 17 South;Elizabeth City, NC 27909
Phone:[phone]\FAX:[phone];Internet:www.nccoastalmanagement.net
An Equal Opportunity\Affirmative Action Employer

AVIA
APR 01 2013
NCDENR
North Carolina Department of Environment and Natural Resources
Division of Coastal Management
Pat McCrory Braxton C. Davis John E. Skvarla, III
Governor Director Secretary
March 22, 2013 RECEIVED
MEMORANDUM MAR 2 5 2013
TO: Tim Walton, Manager 00A
State Property Office STATE PRO OFFICEPERLY
FROM: Doug Huggett lECEIVED
Major Permits Processing Coordinator
SUBJECT: CAMA/DREDGE&FILL Permit Application Review APR 16 2013
Applicant: NC Department of Transportation lw. OF COASTAL MANAGEMENT
FALEIGH
Project Location: NC 12 -Pea Island Inlet on Hatteras Island, Dare County
Proposed Project: TIP B-2500A, Replacement of the Pea Island Inlet Temporary Bridge
Please indicate below your agency's position or viewpoint on the proposed project and return this
form by 4/12/13, to Cathy Brittingham, 1638 Mail Service Center, Raleigh, NC 27699-1638.
If you have any questions regarding the proposed project, please contact Paul Williams at (252)
264-3901, ext. 249. When appropriate, in-depth comments with supporting data are requested.
The workplans are available at http://207.4.62.65/PDEA/PermAppsB-2500B-2500%20A/
REPLY: s office has no objection to the project as proposed.
This office has no comment on the proposed project.
This office approves of the project only if the recommended changes are
incorporated. See attached.
This office objects to the project for reasons described in the attached
comments.
SIGNED\ '`_ , . ' A,_ . .:; DATE 1 \�
1367 US 17 South.E .•eth City . 27909
Phone:[phone] ' •252-•64- 3;Internet:www. ..stalmana.•ment.net
An Equal Opportunity\Affirmative Action mployer

NCDENR
North Carolina Department of Environment and Natural Resources
Division of Coastal Management
Pat McCrory Braxton C. Davis John E. Skvarla, III
Governor Director Secretary
March 22, 2013
MEMORANDUM
•
TO: Travis Wilson
NC Wildlife Resources Commission
FROM: Doug Huggett
Major Permits Processing Coordinator
SUBJECT: CAMAJDREDGE &FILL Permit Application Review
Applicant: NC Department of Transportation
Project Location: NC 12 - Pea Island Inlet on Hatteras Island,Dare County
Proposed Project: TIP B-2500A,Replacement of the Pea Island Inlet Temporary Bridge
Please indicate below your agency's position or viewpoint on the proposed project and return this
form by 4/12/13, to Cathy Brittingham, 1638 Mail Service Center, Raleigh, NC 27699-1638.
If you have any questions regarding the proposed project, please contact Paul Williams at (252)
264-3901, ext. 249. When appropriate, in-depth comments with supporting data are requested.
The workplans are available at http://207.4.62.65/PDEA/PermAppsB-2500B-2500%20A/
REPLY: This office has no objection to the project as proposed.
This office has no comment on the proposed project.
This office approves of the project only if the recommended changes are
incorporated. See attached.
This office objects to the project for reasons described in the attached
comments.
SIGNE DATE
1367 US 17 South,Elizabeth City,NC 27909
Phone:[phone]\FAX:[phone];Internet:www.nccoastalmanagementnet
An Equal Opportunity\Affirmative Action Employer

I'
A7A
NCDENR
North Carolina Department of Environment and Natural Resources
Division of Coastal Management
Pat McCrory Braxton C. Davis John E. Skvarla, Ill
Governor Director Secretary
April 5, 2013
Waverly W. Gregory, Jr.
Bridge Program Manager
Fifth Coast Guard District
431 Crawford Street
Portsmouth, VA 23704-5004
SUBJECT: USCG Public Notice 5-1292,New Inlet, Dare County,North Carolina
(DCM#20130030)
Dear Mr. Gregory:
Thank-you for sending the North Carolina Division of Coastal Management(DCM) the US
Coast Guard's (USCG) Public Notice 5-1292. Under this Public Notice the USCG is soliciting
comments concerning the replacement, by the North Carolina Department of Transportation
(NCDOT),of an existing three-span temporary bridge over New Inlet(Pea Island Breach)with a
new 2.1 mile long two-lane fixed NC-12 highway bridge. Attached are the comments from
DCM. Thank you for your consideration of the North Carolina Coastal Management Program.
Sincerely,
Stephen Rynas, AICP
Federal Consistency Coordinator
Cc: Doug Huggett,Division of Coastal Management
Cathy Brittingham,Division of Coastal Management
Paul Williams,Division of Coastal Management
400 Commerce Ave.,Morehead City,NC 28557-3421
Phone:[phone] FAX:[phone] Internet:www.nccoastalmanagement.net
An Equal Opportunity\Affirmative Action Employer

T•A
NCDENR
North Carolina Department of Environment and Natural Resources
Division of Coastal Management
Pat McCrory Braxton C. Davis John E. Skvarla, Ill
Governor Director Secretary
April 4, 2013
Stephen Rynas, Federal Consistency Coordinator
N.C. Division of Coastal Management
Morehead City Headquarters
400 Commerce Avenue
Morehead City,NC 28557
RE: United States Coast Guard Public Notice 5-1272, Proposal by the N.C. Department of Transportation for a
replacement bridge over New Inlet or Pea Island Breach,between Whalebone and Rodanthe near Oregon Inlet,
Dare County.
Dear Mr. Rynas:
I appreciate the opportunity to comment on the United States Coast Guard Public Notice for the above
referenced project.
A Coastal Area Management Act (CAMA) major permit application for this project was accepted as complete
by DCM on February 22, 2013. The CAMA major permit application was then circulated for review and
comment to the network of state agencies that comprise North Carolina's Coastal Management Program. The
statutes,rules and policies of each of these agencies will be considered during the review of the CAMA major
permit application. DCM anticipates taking final action on the CAMA major permit application for this project
prior to May 8, 2013. The final action taken by DCM on the CAMA major permit application will also serve as
the decision regarding federal consistency with the state's Coastal Management Program.
Please contact me at [phone] or via e-mail at [e-mail] if you have any questions
or concerns, or require additional information.
Sincerely,
r
Cathy Brittingham
Transportation Project Coordinator
CC: Doug Huggett,DCM
Paul Williams, DCM

Commander 431 Crawford Street
U.S. Department of United States Coast Guard Portsmouth,Va.23704-5004
Homeland Security qe�l; Fifth Coast Guard District Staff Symbol:(dpb))
Phone:[phone]
United States ed Fax:[phone]
Coast Guard Email:
Ja m es.L.Ro usseau2{t�uscq.m it
16591
MAR 1 5 2013
PUBLIC NOTICE 5-1292
TO WHOM IT MAY CONCERN:
All interested parties are notified that the Commander,Fifth Coast Guard District has received an
application from the North Carolina Department of Transportation (NCDOT) for a replacement
bridge to be constructed across navigable waters of the United States.
WATERWAY AND LOCATION: Over New Inlet or Pea Island Breach, at mile 0.0, between
Whalebone and Rodanthe near Oregon Inlet, Dare County,NC.
CHARACTER OF WORK: NCDOT proposes to replace the existing three-span temporary
bridge over New Inlet or Pea Island Breach which was reopened by Hurricane Irene in
September 2011, with a new 2.1 mile-long,two-lane fixed highway NC-12 Bridge on the same
alignment. The applicant is also requesting a waiver of a bridge permit under Title 33 Code of
Federal Regulations, Section 115.70;Advance approval for bridges. Advance approval
waterways are those that are navigable in law,but not actually navigated by other than small
boats. The Commandant of the Coast Guard has given advance approval to the construction or
repair of bridges across such waterways.
•
MINIMUM NAVIGATIONAL CLEARANCES:
Existing Proposed
Vertical Clearance: 10.5 feet above mean high Vertical Clearance: 24.3 feet above MHW
water(MHW)
Horizontal Clearance: 153 feet between bents Horizontal Clearance: 87 feet between bents
SOLICITATION OF COMMENTS: Interested parties are requested to express their views, in
writing,on the proposed construction of the replacement bridge giving sufficient detail to
establish a clear understanding of their reasons for support of or opposition to the proposed
project. Comments will be addressed for the record at the office of Commander(dpb),Fifth
ACttf1 st�G1 a �District, 431 Crawford Street, Portsmouth, VA 23704- 104 through
' UU 3 . Location and plan sheets are ached.
WAVERLY W. REG rJ RY,
Bridge Program an,:er
By direction of the Commander
Fifth Coast Guard District

r l

500 o 500 LIMITS OF PROPOSED BRIDGE
SCALE IN FEET ^.. '
GO
UpAmLI
SO�JND FNopRo 'oH�
pOsO� SO '
/ / R/pG� 12
_.,---C
PEA ISLAND a`
NATIONAL
WILDLIFE •'
REFUGE .o PEA
NP
S'. 1 o A K
io ROOANTHE P
OCEAN
o
to...._-- NTYG
ATLANTIC
OCEAN
4
(%., LOCATION OF
PEA ISLAND BREACH
a4
COIII•R'Y r` �r
t•s'-^r6:,E.L,,,4J �� ���,� �. ��` PMfUCO SOUND .
MAILNI
.Q vw,1t. Sc- p l �.tt0041tra �eA*aft State of North Carolina
i ' a�34��� j/ Oen.ror»r�a rn-�orwi�n
e+ / �. R�lepr.NC
o ^��.o��� 4d STATE OF NORTH CAROLINA��� i Proposed Bridge
i\
'� .F, `•.GI;;E�.a w .° tt ��T NC 12
,`se ttWomen
J 11 F tc—'c'. .. 3/11' + Whalebone,NC and Rodanthe,NC
'°rrar0GiO#tt���yG ( e OCEAN Pea Island Breach
OCEAN Oregon inlet
Dare Count' T_
This bridge will be built in accordance with March e,2013
AASHTO standards. Sheet 1 of 6

APPR3xIMATE EXISTING GROUND LINE
100 YEAR WATER SURFACE L. •.5'M_N V RTICAL
L.4. tNAV 88! CLEARANCE ABOVE
HIGH WATER r EXISTING TEMPORARY STRUCTJRE
40 �o
30 so
20 20
to Ni,EL.-0.5
MHW.EL.+0.4
HIGH WATER,EL.+0.4 (NOAA 86525811
SECTION ALONG EXIS'ING -EMPORARY STRUCTURE
(.....---_—___,.
�, �.. 153'-4'
�--� MINIMUM 1 r--.r--.-�`.--.,
HORIZONTAL
Z. }C CLEARANCE (y__ I:7fi--
_-- i __i— 1 1 -1 it.... .
f ) c -.. ....'
EXISTING TEMPORARY STRUCTURE 6L2 Al
J(111r 100 O 100
f -�--�
SCALE IN FEET'
s.�as::.0O3 P 1 nD s
"al?:e C ti �a� 11 ., o
� [nb4bhlr}�//!�'se a t{0
_____)(
4.`S'` ^R.vl Ssia?"/�Sa 1 �
1 S�.� 1 (. State of North Carolina
!•. 1 • Dy.mnrrtatTnrapa,N.n
// �r R.
%: t�•�4 `2. Proposed
Bridge
:1,, �kGINE...,�lL o's ( � NC 12
s•e i� f�=1cJ `��.4 3�ft/(2 PLAN behtven
Whalebone,NC and Rodanthe,NC
"ssetlietf1 %" EXISTING TEMPORARY STRUCTURE Pea island dBreach
PEA ISLAND BREACH Credo.;Inlet
Dare County
This bridge will be built in accordance with Marc,a,20'3 -o.
AASHTO standards. Shoot 2 or8

+3.498pp3% A +0.0g00p0%
PVI PVI.ELEOV,92+p44.96 -L APPROXIMATE EXISTING GROUND LINE
LVC r 530 P7,
PROPOSED BRIDGE OVER PEA ISLAND BREACH
F IL:.
'o SPAN 1 SPAN 2 SPAN 3 SPAN 4 SPAN 5 SPAN 6 SPAN 7 SPAN 8 �o
al AL
o .....ia.tR:a...i,.....r 1_ I t
40
i1D1� JIi f14II If�1� ftUf� �o
4
PROPOSED RETAINING WALL
END BENT I BENT 2 BENT 3 BENT 4 BENT 5 BENT 6 BENT 7 BENT 8
BENT I
SECTION ALONG -L-
______ a TOTAL BRIDGE LENGTH = 1:,160'-0" FILL FACE END BENT 1 TO FILL FACE END BENT 2
UNITED STATES CF AMERICA Q �.
t,,,,. 4 SPANS A 60',2 SPANS o 110'.63 SPANS A 120'.7 SPANS A 110',
c 15 SPANS A 120',3 SPANS (a 110'.4 SPANS A 60' o
)BEc:NaRIDcE + k 1
-L STA.3089+00.00 r, fl 0 t+ t .-
y"....."."---2
..,, o y
40'-0" 40'-0" _ 40'-0" _ 40.-0" , 110'-0" 110'-0" 120'-0" "� 0 O' I20'-0"
-� --.. 1 NC 12 }\ i N 5r 36 W I1 J'y . r Y ~ .,k.
7J} \.PROPOSED BRIDGE OVER PEA ISLAND BREACH�rvV 2/1;1
w
PROPOSED RETAINING WALL Ni
UNITED STATES OF AMERICA
O Qfl O ,✓"*mow.,,
O �.J
o „w,.ww+ � io= o too
'`+r 1
SCALE IN FEET
--")
Q �'Y
�E� ` a a State of North Carolina
Ap(
Q� o ow.:n«rtdrrwpoesan
'�O _ NC
/_+�/f/'y Proposed Bridge
Sos,-r$�Nr'l..... \\ 4.• PLAN lie.
es �/ sjG /1111 Whalebone,NC and Rodenthe,NC
igiicu11�14444`® 1'7A-' AT BEGINNING OF PROPOSED BRIDGE Pea Island Breach
ll`77�� neu
Oregon Inlet
Dare County
This bridge will be built in accordance with Marc..1 a.20'3
AASHTO standards. • stet 3 of e

PROPOSED BRIDGE OVER PEA ISLAND BREACH
+0.4993X A+0.00007.. +0.00007. A -0.7796X
PVI STA.= 3168+60.00 -L- LOW GIRDER ELEVATION,EL.24.751 APPROXIMATE EXISTING GROUND LINE PVI STA.= 3177+30.00
PVI ELEV.. 32.77 100 YEAR WATER SURFACE PVL ELEV.. 32.77
,.VC = 180 FT. EL.+4.5 (NAV088) LVC = 180'
SPAN 69 SPAN 70 SPAN 71 SPAN 72 SPAN 73 SPAN 74 SPAN 75 SPAN 76 SPAN 77
43
43
..11! 20
103
p w ° „IL
4__ ___A 1 IIIi �.�� .�_�. k— * r-
-.•�—� ter.r.—_ _ ——_ Ri 1 U tw u —_4_ ---—It -- it U It 11 I
BENT 69 BENT 70 \ BENT 71 BENT 72 BENT 73 BENT 74 BENT 75 BENT 76
MI_W,a--0.53 24.3'M;N.VERTICAL MHW,EL.+0.4
CLEARANCE ABOVE HIGH WATER,EL.+0.4 (NOAA 8652587)
HIGH WATER
SECTION ALONG -L-
1.-lj . ,
+ l
UNITED STATES g 1
• UNITED STATES
OF c OF
AMERICA ^ FILL FACE END BENT 1 TO FILL FACE EN BENT 2
" TOTAL BRIDGE LENGTH 1i,160'-0"0 80•
AMERICA
4 SPANS A 60'. 2 SPANS A 110', 63 SPANS p 12 '. 7 SPANS 0 110'. 15 SPANS A 120'. 3 SPANS .'4 SPANS to
PROPOSED BRIDGE OVER PEA ISLAND BREACH ----- --+�
'N 110'-0" 110' 0" ll 0'-0" 110'-0"
110' 0" III 110'-0"
ilummir
S1, t) 120'-
120' 0" �'�, �� ( rr D"
inum
- 411."1 - lfihillnIIIIIIILI--, lillinnajt"
,z. i......._,..._1.
�� — i i 1 I In'n ( EXISTING TEMPORAFjY�STRUCTURE-Y 1 f
'1 8T'-3'. F too 0 / Too
. `--.� i MINIMUM ^ 1
( CLEAHORIRANCE t{ONTAL ' �../ SCALE IN FE£T
d�o�,('f nL ��ee'c ' (TYPICAL) (55 ,,rL. UNITED STATES ` 1
wOF
ww,G� 'tiSS/°©`f,�. PLAN ,✓.✓,r-.�' AMERICA
z �°'q-- �4'•-7 ` PROPOSED BRIDGE AT PEA ISLAND BREACH
7 EN. 1 ( DEPTH AND WIDTH OF WATERWAY AT PROPOSEC BRIDGE SITE State of North Carolina
3D8 42'-7"OUT-TO-OUT
0••••/,••••.f Tr°nspWSc"
• DEPTH WIDTH 40'-0"CLEAR ROADWAY p>MroaNC
AT MEAN HIGH TIDE 10.4 ft. 87.3 ft. Proposed Bridge
20'-0" 20'-0"
"I '*°•°........'1N •°�. www+ AT MEAN LOW TIDE 9.5 ft. 87.3 ft. NC 12
,' ,......... ...N Ft .ew, ,1 1 -L- Whalebone,NC town"
Rodanthe,NC
3 I Depths are based on the maximum depth encountered 11
Is.... in the navigation zone from the bed profile of -103 ft., --s�.�.-�..��,� Pea Island Breach
a MHW of +$4 ft.and a MIW of -0.5 ft.Novigotion I
T ,°,.
widths ore based on the distance between the pile caps 1T Oregon Inlet
within the navigation zone. 1 Dee County .
This bridge will be built in accordance with TYPICAL SECTION Manch4,2013
AASHTO stardards. Sheet 4 of t1
c

+0.3000V.A-3.50007..
APPROXIMATE EXISTING GROUND LINE PV +STA.= 3197+70.00
Va. E�EV.- 24.06
VC = 484' PROPOSED BRIDGE OVER PEA ISLAND BREACI-
SPAN 91 SPAN 92 SPAN 93 SPAN 94 SPAN 95 SPAN 96 SPAN 97 SPAN 98
F ILL
w -S—
w
Til? _ 13
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BENT 91 BENT 92 BENT 93 BENT 94 BENT 95 BENT 96 BENT 97 END PROPOSED RETAINING WALL
BENT 2
SECTION ALONG C -I.-
3 TOTAL BRIDGE LENGTH = 11,160'-0` FILL FACE END BENT 1 TO FILL FACE END BENT 2 4� J �4 o
o a M 4 SPANS A 60',2 SPANS A 110',63 SPANS 0120',7 SPANS A 110'. Y s 0
15 SPANS A 120'.3 SPANS o
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4
a o END BRIDGE
o e7 UNITED STATES OF AMERICA p Q:^_ )o M L STA.3200+60.00
PROPOSED RETAINING WA..L
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I- f
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NC 12
el e• el (,........c:::
UNITED STATES OF AMERICA
PROPOSED BRIDGE OVER PEA ISLAND BREACH
ts-Nt3 i00 0 100
•
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SCALE IN FEET
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• : bepar.nr a T wuperocr
8 roWin,NC
—
Proposed Bridge
°°g '��.`+C.......
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°uo, (�� F\SG 4,,`� PLAN Whalebone,NC and Rodanthe,NC
,',��oiil�otN`s� 3//�3 AT END OF PROPOSED BRIDGE e,..,
ff(((( Pea island Breach
Dragon Inlet
Dare County
This bridge will be built in accoldance with march 4,2013
AASHTO stewards. Shoot 5 of 6

PROPOSED BRIDGE OVER PEA ISLAND BREACH
100 YEAR WATER SURFACE
EL.4.5 %AV0 )
TEMPORARY WORK PLATFORM
+o 40
la
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SECTION ALONG T -;.-
TEMPORARY WORK PLATFORM FOR CONSTRUCTION OF PROPOSED BRIDGE.
A
, 1 aie .
EXISTING TEMPORARY STRUCTURE o 1
-EMPORARY WORK PLATFORM FOR REMOVAL OF EXISTING TEMPORY STRUCTURE.
too o 1oo
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n
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. �c •� `t Proposed Bridge
�li•� •HGI..•.••.e.c, e NC 12
• ,,'��"'Hi,; '`t,`,3 i3 AT'PEA ISLAND BREACH Whalebone,NC PLAN end Rodanthe,NC
�� Pea Island Breach
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This bridge will be built in accordance with Mann 4.2ot3
.
AASHTO standards. sheet 8 or s _

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.....,...,„
STATE OF NORTH CAROLINA
DEPARTMENT OF TRANSPORTATION
PAT L.MCCRORY ANTHONY J.TATA
GOVERNOR SECRETARY
April 2,2013
Mr. Charles Wakild
N.C. Dept. of Environment and Natural Resources
Division of Water Quality
1650 Mail Service Center
Raleigh NC, 27699-1650
Dear Sir:
Subject: Response to the N.C. Division of Water Quality's Letter for NCDOT's
Application for Section 404 Regional General Permit 198200031 and Section
401 Water Quality Certification for the Pea Island Long-Term Improvements
on NC 12 in Dare County, Division 1; TIP No. B-2500 A
References: NC Division of Water Quality letter dated dated February 27, 2013
NCDOT permit application dated February 13,2013
On March 11, 2013,the Department received a letter(dated February 27, 2013) from N.C.
Division of Water Quality (NCDWQ) considering the permit application for the above-
referenced project deficient due to the lack of review and approval of the Environmental
Assessment (EA) by the State Clearing House.
The State Clearing House issued a letter dated April 1, 2013 confirming the submission and
review of the above referenced project. Additionally, this letter states the document meets the
provisions of the State Environmental Policy Act. A copy of the letter and comments received
are attached.
The Department request that the NCDWQ resume the processing of the permit application for
this project.
MAILING ADDRESS: TELEPHONE: [phone] LOCATION:
NC DEPARTMENT OF TRANSPORTATION FAX: [phone] CENTURY CENTER,BUILDING B
PROJECT DEVELOPMENT AND ENVIRONMENTAL ANALYSIS UNIT 1020 BIRCH RIDGE DRIVE
1598 MAIL SERVICE CENTER WEBSITE: NCDOT.GOV RALEIGH NC 27610
RALEIGH NC 27699-1598

Thank you for your assistance with this project. If you have any questions or need additional
information, please contact Michael Turchy at [e-mail] or 919 707-6157.
Sincerely,
E, of-/-tek
(-Y Gregory J. Thorpe, Ph.D., Manager
Project Development and Environmental Analysis Unit
Enclosure
cc:
Mr. David Wainwright,NCDWQ Central Office
Mr. Bill Biddlecome, USACE Washington Field Office
Mr. Clay Willis,NCDOT Division 1 Environmental Officer
Mr. Chris Militscher, US Environmental Protection Agency
Mr. Travis Wilson,NC Wildlife Resources Commission
Ms. Cathy Brittingham,NCDCM
Mr. Garcy Ward,NCDWQ Washington Regional Office
2

A o.S�A7to
1
North Carolina
Department of Administration
Pat McCrory, Governor Bill Daughtridge, Jr., Secretary
April 1, 2013
Ms. Beth Smyre
North Carolina Department of Transportation
Program Dev. & Env. Analysis
1548 Mail Service Center
Raleigh,North Carolina 27699-1534
Re: SCH File # 13-E-4220-0331; EA; Proposal to replace the Herbert C. Bonner Bridge - Phase
IIA and improvements to NC 12 between Rodanthe and Oregon Inlet. TIP No. B-2500A
Dear Ms. Smyre:
The above referenced environmental impact information has been submitted to the State Clearinghouse
under the provisions of the National Environmental Policy Act. According to G.S. 113A-10, when a
state agency is required to prepare an environmental document under the provisions of federal law, the
environmental document meets the provisions of the State Environmental Policy Act. Attached to this
letter for your consideration are the comments made by agencies in the course of this review.
If any further environmental review documents are prepared for this project, they should be forwarded to
this office for intergovernmental review.
Should you have any questions, please do not hesitate to call.
Sincerely,
Cryst I Best
State Environmental Review Clearinghouse
Attachments
cc: Region R
Mailing Address: Telephone: [phone] Location Address:
1301 Mail Service Center Fax[phone] 116 West Jones Street
Raleigh,NC 27699-1301 State Courier#51-01-00 Raleigh,North Carolina
e-mall [e-mail]
An Equal Opportunity/Affirmative Action Employer

w7A
NCDE1 R
North Carolina Department of Environment and Natural Resources
Division of Water Quality
Pat McCrory Charles Wakild,P.E. John Skvarla,Ill
Governor Director Secretary
February 27,2013
CERTIFIED MAIL-RETURN RECEIPT REQUESTED
Dr.Greg Thorpe, PhD., Manager
Planning and Environmental Branch
North Carolina Department of Transportation
1598 Mail Service Center
Raleigh,North Carolina,27699-1598
Subject: Proposed Replacement of Temporary Bridge over New Inlet on NC 12, Dare County,TIP B-2500A,
NCDWQ#20130144.
Dear Dr.Thorpe:
The Division of Water Quality has reviewed your submittal for a 401 Water Quality Certification for the
aforementioned project. Review of your application revealed it lacking necessary information required for making
an informed permit decision. The permit application is deficient in the following areas:
• The NCDWQ understands that an EIS was released for review and comment in 2008, with the corresponding
ROD issued in December 2010. An EA for this particular part of the overall project in which you are applying
was very recently published(February 2013),which neither the NCDWQ or any other resource agencies,
stakeholders,or the public have had the opportunity to review and comment. While it is also understood that
the NCDOT feels that no new significant impacts from the project will occur and that all significant impacts
were disclosed in the initial EIS and ROD,the NCDWQ relies on input from the public,stakeholders,and other
resource agencies when making permitting decisions.
Per State Administrative Code(15A NCAC 0I C.0107),no NCDENR agency,including the NCDWQ,can
make a final permitting decision prior to the approval of the environmental documentation by the North
Carolina Department of Administration State Clearinghouse(SCH). Since the review and approval of the EA
has not been approved through the SCH,the NCDWQ cannot make a permitting decision for the requested
project at this time and therefore cannot issue a 401 Water Quality Certification.
Due to the length of time that will be required for you to address the deficiency,we feel it appropriate to return your
application rather than place it on hold. After approval of the EA-by the SCH,please feel free to resubmit your
application for this project.
If you have any questions or require additional information,please contact David Wainwright at(919)807-6405 or
[e-mail].
Sincerely,
A )
•
Charles Wakild ,4
Director
Transportation and Permitting Unit One
• 1650 Mail Service Center,Raleigh,North Carolina 27699-1617 NO Carolina
Location.512 N.Salisbury St.Raleigh,North Carolina 27604
Phone [phone] FAX.[phone] atura!!r'
Internet www.ncwaterqualitv.orq
An Equal Opportunity 1 Affirmative Action Employer

cc: Bill Biddlecome,US Army Corps of Engineers,Washington Field Office(electronic copy only)
Clay Willis, Division I Environmental Officer
Chris Militscher,Environmental Protection Agency(electronic copy only)
Travis Wilson,NC Wildlife Resources Commission(electronic copy only)
Cathy Brittingham,Division of Coastal Management(electronic copy only)
Carey Ward, DWQ Washington Regional Office(electronic copy only)
File Copy
•
•
•
•
•
Transportation and Permitting Unit
1650 Mail Service Center,Raleigh,North Carolina 27699-1617 NOIle hCarolina
Location.512 N.Salisbury St.Raleigh,North Carolina 27604
Phone:[phone] FAX [phone] Customer Service.1-877-623-6748 aturaIII
Internet www.ncwaterquality.orq
An Equal Opportunity I Affirmative Action Employer

•
0I
FEB 2 5 2013
STATE OF NORTH CAROLINA .
DEPARTMENT OF TRANSPORTATION
PAT MCCRORY ANTHONY J.TATA
GOVERNOR SECRETARY
February 13, 2013
N.C. Division of Water Quality
Washington Regional Office
943 Washington Square Mall
Washington, NC 27889
Attention: Scott Vinson
Subject: NPDES Stormwater Permit Compliance Verification for NC 12 over Pea
Island breach in Dare County. TIP No. NC 12 Pea Island breach
Dear Mr. Vinson:
The North Carolina Department of Transportation (NCDOT) proposes to place a new bridge on
NC 12 over the Pea Island breach.
NCDOT is requesting that this project be reviewed for compliance with the Department's NPDES
Stormwater Permit(NCS000250). A Stormwater Management Plan, one set of project plans, and
application are provided with this request. Please review this project for confirmation by your
Division.
Thank you for your time and consideration. If you have any questions or need additional
information concerning this matter, please contact Marshall Clawson, Jr., P.E. at(919) 707-6713.
Sincerely,
—0 644041
�^ David S. Chang, Ph.D., P.E. ` EC E I \/E D
\-t'� State Hydraulics Engineer
Enclosures (3) MAR 2 5 2013
Cc: w/o attachments: _Th; OF COASTAL MANAGEMENT
Bill Biddlecome, USACE RALEIGH
Jim Hoadley, NCDCM
Cathy Brittingham, NCDCM
David Wainwright, NCDWQ
MAILING ADDRESS: TELEPHONE: [phone] LOCATION:
NC DEPARTMENT OF TRANSPORTATION FAX [phone] CENTURY CENTER COMPLEX
HYDRAULICS UNIT BUILDING B
1590 MAIL SERVICE CENTER WEBSITE: WWW.NCDOT.ORG/DOH/ 1020 BIRCH RIDGE DRIVE
RALEIGH NC 27699-1590 RALEIGH NC

I i
Ara
NCDENR
North Carolina Department of Environment and Natural Resources
Division of Coastal Management
Pat McCrory Braxton C. Davis John E. Skvarla, Ill
Governor Director Secretary
March 22, 2013
Dr. Gregory J. Thorpe, m ent u E p
Environmental Management Director
Project Development and Environmental Analysis Branch
N.C. Dept. of Transportation MAR 2 5 2013
1598 Mail Service Center
Raleigh, N.C. 27699-1598 ;:NgGEMENT
Dear Dr. Thorpe:
The NC Division of Coastal Management hereby acknowledges receipt of the application submitted to this
office by you for State approval for the replacement of the Pea Island Inlet temporary bridge on NC 12 in Dare
County. It was received completed on February 22, 2013, and appears to be adequate for processing at this
time. The projected deadline for making a decision is May 8, 2013. An additional 75-day review period is
provided by law when such time is necessary to complete the review. If you have not been notified of a final
action by the initial deadline stated above, you should consider the review period extended. Under those
circumstances, this letter will serve as your notice of an extended review. However, an additional letter will be
provided on or about the 75th day.
If this agency does not render a permit decision within 70 days from February 22, 2013, you may request a
meeting with the Director of the Division of Coastal Management and permit staff to discuss the status of your
project. Such a meeting will be held within five working days from the receipt of your written request and shall
include the property owner, developer, and project designer/consultant.
NCGS 113A-119(b) requires that Notice of an application be posted at the location of the proposed
development. Enclosed you will find a "Notice of Permit Filing" postcard which must be posted at the property
of your proposed development. You should post this notice at a conspicuous point along your property where it
can be observed from a public road. Some examples would be: Nailing the notice card to a telephone pole or
tree along the road right-of-way adjacent to the project or at a point along the road right-of-way where a private
road would lead one to your property. Failure to post this notice could result in an incomplete application.
1367 US 17 South.Elizabeth City.NC 27909
Phone:[phone]!FAX:[phone] Internet:vrww.nccoastaimanagement.net
An Eoua!opporturily':Alarnabve Actor Employer

NCDOT replacement of the Pea Island Inlet temporary bridge
March 22, 2013
Page 2
An onsite inspection will be made, and if additional information is required, you will be contacted by the
appropriate State or Federal agency. Please contact me if you have any questions and notify me in writing if
you wish to receive a copy of my field report and/or comments from reviewing agencies.
Sincere , /
aul Williams
Coastal Management Representative
Enclosure
cc: Doug Huggett,Major Permits Coordinator
1367 US 17 South,Elizabeth City,NC 27909
Phone:[phone]\FAX:[phone] Internet:www.nccoastalmanagement.net
An Equal Opportunity`,Attirmatve Action Employer

: „NVE DToT Iffy;
11,
MAR 252013 lilaF
oc colTALEIGA�rnFtANAGEMENT
„.' ,��
CANIA PERMIT
APPLIED FOR
PROJECT: The NCDOT proposes to replace the
Pea Island Inlet temporary bridge on NC 12 on
Hatteras Island, Dare County.
COMMENTS ACCEPTED THROUGH April 10, 2013
APPLICANT: FOR MORE DETAILS CONTACT
THE LOCAL PERMIT OFFICER BELOW:
N.C. Department of Transportation Paul Williams
C/o Greg Thorpe, Ph. D. — PDEA N.C. Division of Coastal Management
1598 Mail Service Center 1367 US 17 South
Raleigh, NC 27699-1598 Elizabeth City, NC 27909
[phone]

DOT PERMIT FEE BILLING REQUEST
Date: 4/25/13
To: Melissa Sebastian
CC: Paul Williams
From: Cathy Brittingham
Transfer Amount: $475.00
Project Description: Request from the N.C. Department of Transportation for a major
modification of CAMA Major Permit No. 106-12, construct a bridge approximately 2.1
miles long and related approaches at New Inlet, aka Pea Island Inlet, Dare County.
DCM Permit Type and Number: Major Modification, CAMA Major Permit No. 106-12
Fee Division if Applicable: (record amounts to be split with DWQ, if applicable)
DCM: 60%
DWQ: 40%
WBS Element Number: 13201.1028011

MAJOR PERMIT FEE MATRIX
Applicant: NC Department of Transportation
Selection Development Type Fee DCM % DWQ %
(14300 1601 435100093 1625 6253) (24300 1602 435100095 2341)
I. Private, non-commercial
development that does not $250 100% ($250) 0% ($0)
involve the filling or
excavation of any wetlands
or open water areas:
II. Public or commercial
development that does not $400 100% ($400) 0% ($0)
involve the filling or
excavation of any wetlands
or open water areas:
III. For development that
involves the filling and/or
excavation of up to 1 acre
of wetlands and/or open
water areas, determine if A,
B, C, or D below applies:
III(A). Private, non-
commercial development, if $250 100% ($250) 0% ($0)
General Water Quality
Certification No. 3490 (See
attached) can be applied:
III(B). Public or commercial
development, if General $400 100% ($400) 0% ($0)
Water Quality Certification
No. 3490 (See attached)
can be applied:
III(C). If General Water
Quality Certification No. S400 60% ( 4 t 40% ($160)
3490 (see attached) could -Z E
be applied, but DCM staff
determined that additional
review and written DWQ M 2 5 2013
concurrence is needed
because of concerns
related to water quality or OF COASTAL MANAGI MENT
aquatic life: RN!_ElGH
III(D). If General Water
Quality Certification No. $400 60% ($240) 40% ($160)
3490 (see attached) cannot
be applied:
IV. For development that
involves the filling and/or $475 60% ($285) 40% ($190)
excavation of more than
one acre of wetlands and/or
open water areas:

f
✓ co.. T sr`„
4*
STATE OF NORTH CAROLINA
DEPARTMENT OF TRANSPORTATION
PAT MCCRORY ANTHONY J.TATA
GOVERNOR • SECRETARY
February 13,2013
Pea Island National Wildlife Refuge
ATTN: Mr. Dennis Stewart
PO BOX 1969
Manteo,NC 27954-1969
Dear Landowner:
The North Carolina Department of Transportation(NCDOT)proposes to replace the existing
three span temporary bridge over"New Inlet,"which was reopened by Hurricane Irene in September
2011,with a 2.1 mile bridge.This project crosses an Area of Environmental Concern, as defined by the
North Carolina Division of Coastal Management(DCM),and must be approved by the DCM under
provisions of the Coastal Area Management Act(CAMA). One of the prerequisites to this approval is
that adjacent riparian landowners be given an opportunity to comment on the proposal. A permit
application,vicinity map and site drawings are enclosed for your review.
The attached form is submitted to ensure that you have an opportunity to comment on the
proposal. The work planned is depicted in the attached drawing. If you have no objections to the
proposal,please return the form with your response within 30 days to this office. If you do have
objections to the project,please forward your comments to:
Mr.Paul Williams
N.C.Division of Coastal Management
1367 US 17 South
Elizabeth City,NC 27909
Lot E VE D
Thank you for your cooperation. FEB 1 4 2013
Sincerely 1111, OF COASTAL MANAGEMENT
RALEIGH
Gre .T rpe,Ph.D.,
Envir e 1 Managem nt Director,PDEA
Enclosures
cc: Paul Williams,NCDCM
File B-2500 A
MAILING ADDRESS: LOCATION:
NC DEPARTMENT OF TRANSPORTATION TELEPHONE: [phone] 1020 BIRCH RIDGE DRIVE
PROJECT DEVELOPMENT AND ENVIRONMENTAL ANALYSIS FAX: [phone] RALEIGH NC 27610-4328
NATURAL ENVIRONMENT UNIT WEBSITE: WWW.NCDOT.ORG
1598 MAIL SERVICE CENTER
RALEIGH NC 27699-1598

•
•
ADJACENT RIPARIAN LANDOWNER STATEMENT
(Dare County: Construction of Bridge over New Inlet)
NCDOT TIP B-2500 A
General Statutes and Division of Coastal Management Major Development Permit approval
procedures require that riparian landowners with property adjoining a proposed development in
an Area of Environmental Concern (AEC) be given thirty (30) days in which to comment on the
proposed development. This form allows the adjacent riparian landowner to express either: (1)
that he objects to the project; or, (2) that he does not object and desires to waive his/her right to
the 30-day period so that the processing of the application can progress more rapidly. Of
course, the adjacent riparian landowner need not sign this form at all if he/she so chooses.
I, , am an adjacent riparian property owner and am aware of
the North Carolina Department of Transportation's plans for constructing a permanent bridge
over New Inlet in Dare County, North Carolina. I am further aware that this work will occur in
one or more Areas of Environmental Concern and therefore will require authorization from the
Division of Coastal Management in accordance with the Coastal Area Management Act
(CAMA).
I have no objection to the project as presently proposed and
hereby waive that right of objection as provided in General Statute 113-229
I have objections to the project as presently proposed and my
comments are attached
Signature of Adjacent Riparian Landowner Date
Phone Number with Area Code
RECE' '
FEB VS
4
IN,GE0041
0' Of CAARAL.EAGH

•
•
U.S. Postal Service,
CERTIFIED MAIL.. RECEIPT
in in (Domestic Mail Only;No insurance Coverage Provided)
_ imummommt
u For delivery Information visit ourlI website at wwltw.tusps.com
ru ru � fi ' li' �i �� II r "�l I��, tt.!1 ;3 ;
P.
g Postage $ CArviA )e,y. /.an
9 = `` `` .3-zs0a
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144 O O Return Receipt Fee
q (Endorsement Required) Here
D
4-itq q Restricted Delivery Foe
q q (Endorsement Required)
lu O ul Total 1
V rn m Pea Island National Wildlife Refuge
3 e gera76
r--1 Attn: Mr. Dennis Stewart
0 CI PO PO BOX 1969
r P- or Po
'et&sir Manteo NC 27954-1969
I.r:',i;i..n`�r1 15i..LNirpr-t+:7rDt !<1 s9a:vva<r:3r•t.iindiui.iiAm:;
SENDER: COMPLETE THIS SECTION COMPLE �?j J L/((Ll� .
• Complete items 1,2,and 3.Also complete A. Slgnatt
Item 4 If Restricted Delivery Is desired. 1 n C t, c/
I • Print your name and address on the reverse X �,��mil Mel es
so that we can return the card to you. B. Recei
i toAttach this card to the back of the mallplece, 1- ;1 j /4 try
or on the front If space permits.
1. Article Addressed to: D. Is dell"
If YES,
Pea Island National Wildlife Refuge
Attn: Mr. Dennis Stewart
PO BOX 1969 3. Service Type
Manteo NC 27954-1969 0 Certified Mail 0 Express Mail
❑Registered ❑Return Receipt for Merchandise
0 Insured Mall 0 C.O.D.
4. Restricted Delivery?(Extra Fee) 0 Yes
12. Article Number 7011 3500 0001 7742 4945
(Transfer from service labe0
PS Form 3811,February 2004 Domestic Return Receipt 102595-02-M-1540
E C#
MAR 252013
ENT
-,IV OF COASTAEIGHNAGEM

SENDER:COMPLETE THIS SECTION COMPLETE THIS SECTION ON DELIVERY
•Complete Item:1,2,and 3.Also complete .-- A Skint t
Item 4 if Restricted Delivery Is desired. Agea
■Print yore nam and address on the rename ' �\ ❑Arldeeeee
so that we can lreturnihe WO fp y o7 3 ,R by(printed�/.�1A C.Dam of De veey
■Attach this carry to th berm f the Ipl o t Y
or on the front 4 spar permits.
1.Article AdtlressBC
.+ address dHtaenl Item 17 ❑Yes
to: :- �'i/ l inter delivery address bebn: O Na
--FEE rsPO'f Pr 61
Pea Island Notional Wildlife Refugt) C y a
/Attn: Mr.Dennis Stewart � (
PO BOX 1969 �' ..3'sa(vica„pa
Manteo NC 27954-1969 A Combed Mall ❑Express Merl
O Replelorod ❑Return Receipt for Merchendlaa
❑Immured Mail ❑C.O.D.
4.Rretrlcted Delivery?(Din Fee) ❑yes
2.Article Number 7011 3500 0001 7742 4945
(Mersa.Iran service MO
PS Form 3811,February 2004 Domeetb Return Receipt 1025e5-02 M-Paso
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***This is a word processing form to be completed in Microsoft Word***
NC Division of Coastal Management ` ) ECEIVED
Major Permit Application Computer Sheet
(11/01/2012)
Applicant:NC Department of Transportation MAR 2 5'2013 Date:3/22/2013
Project Site County Dare
'V. CIF CJ,� - h0ANIAGFMMEIA
Staff: Paul Williams District: Elk—IWO*City ❑Washington
❑Morehead City El Wilmington
Project Name:TIP B-2500A Pea Island Inlet bridge replacement Rover File:
Date of initial application submittal(EX: 1/8/2007): 2/14/2013
Date application "received as complete"in the Field office(EX: 1/8/2007): 2/22/2013
Permit Authorization:❑CAMA ['Dredge& Fill ZBoth
SITE DESCRIPTION/PERMIT INFORMATION
PNA: ❑Yes ZNo Photos Taken: Yes® No❑ Setback Required(riparian): ❑Yes ZNo
Critical Habitat:❑Yes ❑No ZNot Sure 15 foot waiver obtained:❑Yes ZNo Hazard Notification Returned:
®Yes ❑No
SA V.:®Yes ❑No ❑Not Sure Shell Bottom: ❑Yes No ❑ Not Sure Temporary Impacts: ®Yes ❑No
Sandbags: ®Yes ❑No ❑ Not Sure Did the land use classification come from Mitigation Required(optional):
county LUP:®Yes ❑No ❑Yes ZNo
Moratorium Conditions: ®Yes ['No Environmental Assessment Done:
❑NA ®Yes ❑No❑NA
SECONDARY WATER CLASSIFICATION—OPTIONAL(choose MAX of 4)
❑ Future Water Supply(FWS) 0 Nutrient Sensitive Waters(NSW) ❑ Swamp Waters(SW)
Z High Quality Waters(HOW) ❑ Outstanding Resource Waters(ORW)
WETLANDS IMPACTED
❑ (404)Corp. of Engineers(Jurisdictional ❑ (LS)Sea lavender(Limonium sp.) ❑ (SS)Glasswort(Salicornia sp.)
wetlands)
❑ (CJ)Saw grass(Cladium jamaicense) ® (SA)Salt marsh cordgrass(Spartina ❑ (SY)Salt reed grass(Spartina
alterniflora) cynosuroides)
❑ (DS)Salt or spike grass(Distichlis ❑ (SC)Bullrush or three square(Scirpus ❑ (TY)Cattail(Typha sp.)
spicata) sp.)
Z (JR)Black needlii sh (Juncus ® (SP)Salt/meadow grass(Spartina
roemerianus) 1k patens)
APPLICATION FEE 1
❑ No fee required-$0.00 ❑ 111(A)Private w/D&F up to 1 acre;3490 ❑ 111(D)Priv.public or comm w/D&F to 1
can be applied-$250 acre;3490 can't be applied-$400
hit
❑ Minor Modification to a CAMA Major .At 0 Major Modification to a CAMA Major Z IV Any development involving D&F of
permit-$100 permit -$250 more than 1 acre-$475
❑ Permit Transfer-$100 w+ k 111(B)Public or commercial w/D&F to 1 El Express Permit-$2000
acre;3490 can be applied-$400
❑ Major development extension request Al ❑ II. Public or commercial/no dredge
$100 and/or fill-$400
❑ I. Private no dredge and/or fill-$250: 0 111(C)Priv.public or comm w/D&F to 1
acre;3490 can be applied;DCM needs
DWQ agreement-$400
252-808-2808 :: 1-888-4RCOA51.:: www.nccoastalmanagement.net revised: 0215110

NC Division of Coastal Mgt. Application Computer Sheet, Page 2 of 3)
Applicant:NC Department of Transportation
Date: 3/22/2013 Vf n n •
Describe below the ACTIVITIES tt have been applied for. All values should match the dimension order,and units of
measurement found in your Activities code sheet.
.011
'p TYPE REPLACE. .r «.
Activity Name Number Choose Choose Dimension 1 Dimension 2 Dimension 3 Dimension 4
One One
Bridge 1 New Work® Replace 11,160' 43'
Maint❑ ® Y ❑N
Highway 1 New Work® Replace 1,229' 32'
Maint❑ ® Y ❑N
Retaining wall 2 New Work® Replace 150' 12'
Maint❑ ❑ Y ®N
Retaining wall I New Work® Replace 166' 14'
Maint El ❑ Y ®N
Retaining wall 1 New Work® Replace 240' 14'
Maint❑ ❑ Y ® N
Temporary 1 New Work® Replace 408,859
structure Maint❑ ❑ Y ®N sq.ft.
(detour)
Temporary 1 New Work® Replace 36,960 sq.ft.
Structure - Maint El Y ®N
work bridge 1
Temporary 1 New Work® Replace 37,696 sq.ft.
Structure Maint El ❑ Y ® N
work bridge 2
Cable 1 New Work 0 Replace 3,576'
Crossing Maint❑ 0Y ❑ N
(trench)
Cable 1 New Work® Replace 9,164'
Crossing Maint El ® Y ❑ N
(directional
bore)
New Work❑ Replace
Maint❑ ❑ Y ❑N
New Work❑ Replace •
Maint❑ ❑ Y ❑N �
New Work El Replace Maint❑ ❑
❑ YN ,.' Can:‘1
0
New Work El Replace ,43! A
Maint❑ ❑ Y ❑ N 015 `
New Work❑ Replace PNPGg�E
Maint
New Work❑ Replace❑ ❑ N C— tkp,I.-E Gµ
Maint❑ ❑ Y ❑N1v'
New Work❑ Replace •
Maint❑ ❑ Y ❑N
New Work❑ Replace t
Maint❑ ❑ Y ❑N
It
•
revised 02/15/10

NC Division of Coastal Mgt. Application Computer Sheet, Page 3 of 3)
Applicant:NC Department of Transportation
Date:3/22/2013
Describe below the HABITAT disturbances for the application. All values should match the name,and units of measurement
found in your Habitat code sheet.
TOTAL Sq. Ft. FINAL Sq. Ft. TOTAL Feet FINAL Feet
(Applied for. (Anticipated final (Applied for. (Anticipated final
DISTURB TYPE Disturbance total disturbance. Disturbance disturbance.
Habitat Name Choose One includes any Excludes any total includes Excludes any
anticipated restoration any anticipated restoration and/or
restoration or and/or temp restoration or temp impact
temp impacts) impact amount) temp impacts) amount)
Open Water Dredge El Fill CZ Both 0 Other El16,398 1,742
Open Water Dredge El Fill 0 Both 0 Other Z
31,875 11,395
USCoE Wetlands Dredge❑ Fill Z Both ❑ Other 0
34,412 0
USCoE Wetlands Dredge❑ Fill❑ Both 0 Other ® 10,890 10,890
Low Marsh Dredge El Fill El Both El Other 0
14,811 436
Low Marsh Dredge❑ Fill El Both 0 Other ® 7,406 7,406
High Ground Dredge❑ Fill El Both ® Other ❑ 1,110,517 49,163
High Ground Dredge El Fill El Both ❑ Other ® 468,485 468,485
Dredge 0 Fill❑ Both 0 Other 0
Dredge❑ Fill❑ Both ❑ Other ❑
Dredge❑ Fill❑ Both ❑ Other ❑
Dredge❑ Fill❑ Both ❑ Other 0
Dredge❑ Fill❑ Both ❑ Other ❑
Dredge❑ Fill❑ Both ❑ Other ❑
•
Dredge❑ Fill❑ Both ❑ Other 0
,. CEIVED
• MAR 2 5 2013
•. OF C,,. .. :; L MANAGEMENT
:.NEIGH
252-808-2808 :: 1-888-4RCOAST :: www.nccoastalmanagement.net revised: 02/15/10

Ara
NCDENR
North Carolina Department of Environment and Natural Resources
Division of Coastal Management
Pat McCrory Braxton C. Davis John E. Skvarla, III
Governor Director Secretary
March 19, 2013
ECEVED
tr. v
Susan Simpson
The Coastland Times 'MAR 2 5 2013
PO Box 400
Manteo, NC 27954 MANAGEMENT
[e-mail]
Re: Public Notice — Replacement of the Pea Island Inlet temporary bridge on NC 12 on Hatteras Island,
Dare County
Dear Ms. Susan Simpson:
Please publish the attached Notice in the Thursday March 21, 2013 issue of The Coastland Times.
The State Office of Budget and Management requires an original Affidavit of Publication prior to payment for
newspaper advertising. Please send the affidavit, an original copy of the published notice, and an original
invoice to Melissa Sebastian, NC Division of Coastal Management, 400 Commerce Avenue, Morehead
City,North Carolina 28557,Telephone [phone].
Thank you for your assistance in this matter. If you should have any questions, please contact me at our
Elizabeth City office at [phone].
Sincerely,
l
.aul Williams
Coastal Management Representative
Enclosure
cc: Doug Huggett, Major Permits Coordinator
1367 US 17 South.Elizabeth City.NC 27909
Phone:[phone] FAX:[phone] Internet:www.nccoastalmanagement.net
An Equal Opportunity;A:".;rtnatwe Acton Employer

NOTICE OF FILING OF
APPLICATION FOR CAMA MAJOR
DEVELOPMENT PERMIT
The Department of Environment and Natural Resources hereby gives public notice as required by NCGS
113A-119(b) that application for a development permit in an Area of Environmental Concern as designated
under the CAMA was received corTri on 2/14/201.3. The N.C. Dept. of Transportation proposes to replace
the Pea Island Inlet temporary bridge on NC 12 on Hatteras Island, Dare County. A copy of the entire
application may be examined or copied at the office of Paul Williams, NC Division of Coastal Management,
located at 1367 US HWY 17, Elizabeth City, NC. Contact number is [phone] during normal business
hours. A copy is also available online at http://207.4.62.65/PDEA/PertnApps/B-2500/B-2500%20A/ for
viewing.
Comments mailed to Braxton C. Davis, Director, Division of Coastal Management, 400 Commerce
Avenue, Morehead City, NC 28557, prior to 4/10/2013 will be considered in making the permit decision. Later
comments will be accepted and considered up to the time of permit decision. Project modification may occur
based on review and comment by the public and state and federal agencies. Notice of the permit decision in this
matter will be provided upon written request.
PUBLISHED ON: Thursday 3/21/2013
1367 US 17 South.Elizabeth City.NC 27909
Phone:[phone] FAX:[phone] Internet:www.nccoastalmanayement.net
An Equal O rodun°y`.Atlama ve.A:r,cn Emp':oynr

AVA
NCDETIR
North Carolina Department of Environment and Natural Resources •
Division of Coastal Management
Pat McCrory Braxton C. Davis John E. Skvarla, III
Governor Director •
Secretary
March 22,2013
Lyn Hardison, Environmental Assistance Coordinator
N.C. Department of Environment and Natural Resources
Washington Regional Office
943 Washington Square Mall
Washington, NC 27889
RE: SCH NO. 13-0331. Environmental Assessment, Proposal to Replace the Herbert C. Bonner
Bridge and Improvements to NC 12 between Rodanthe and Oregon Inlet,TIP No. B-2500A, Phase
IIA, Dare County.
Dear Ms. Hardison:
The N.C. Division of Coastal Management(DCM)appreciates the opportunity to comment on the
Environmental Assessment(EA)for the above referenced project.
This project is being carried through the NEPA/404 Merger Process, and DCM is a member of the
NEPA/404 project team. It appears as though the information contained within the EA is consistent
with the information that has been provided to DCM, and upon which we have commented,through
the NEPA/404 Merger Process.
A formal DCM review of the project to determine consistency with the state's Coastal Management
Program will occur in conjunction with a review of the Coastal Area Management Act(CAMA) major
permit application. The CAMA major permit application will be circulated to the network of state
agencies that comprise North Carolina's Coastal Management Program. The statutes,rules and
policies of each of these agencies must be considered during the review of the CAMA major permit
application. This process will also include a final consistency review by the North East DCM District
Planner of the relevant CAMA land use plans.
Attached please find a memorandum from the North East DCM District Planner dated March 18, 2013
providing a Consistency Determination with the Dare County CAMA land use plan based upon a
review of the EA. The North East DCM District Planner has identified a need for additional
1638 Mail Service Center,Raleigh,NC 27699-1638
Internet:www.nccoastalmanagement.net
An Equal Opportunity t Affirmative Action Employer

information concerning the replacement of public access to the Refuge. Please note that the
NEPA/404 project team has already begun discussions about this issue. DCM will work with NCDOT
and other members of the NEPA/404 project team to obtain the requested additional information prior
to making a final decision on the CAMA major permit application. The need for additional
information by DCM should not delay completion of the NEPA/N.C. SEPA requirements.
During the CAMA major permit application review process, DCM may have additional comments.
DCM may also place conditions on any CAMA permit that is issued to further avoid, minimize
and/or mitigate environmental impacts. The comments provided in this letter shall not preclude
DCM from requesting additional information throughout the CAMA major permit application review
process,and following normal permit processing procedures.
Thank you for your consideration of the North Carolina Coastal Management Program. DCM looks
forward to our continued involvement with this project. Please contact me at(919) 707-9149 or via e-
mail at [e-mail] if you have any questions or concerns, or require additional
information.
Sincerely,
Y% v
Cathy Brittingham
Transportation Projects Coordinator
CC: Doug Huggett, DCM
Charlan Owens, DCM
Paul Williams, DCM
attachment
1638 Mail Service Center,Raleigh,NC 27699-1638
Internet:www.nccoastalmanagement.net
An Equal Opportunity 1 Affirmative Action Employer

A 'A
NCDEFR
North Carolina Department of Environment and Natural Resources
Division of Coastal Management
Pat McCrory Braxton C. Davis John E. Skvarla. III
Governor Director Secretary
ECEIVEE
MEMORANDUM
TO: Cathy Brittingha DCM Transportation Project Coordinator MAR 1 2013
oe"- :;CAAF,`
FROM: Charlan Owen ICP, NE DCM District Planner plv, HLEtGHTAt- MANAGEMEI
SUBJECT: Review of the Environmental Assessment (EA) for the Pea Island Long-Term
Improvements Bonner Bridge Replacement Project Phase Ila submitted by the US
Department of Transportation Federal Highway Administration (FHWA) and the
NC Department of Transportation (NCDOT), which addresses four (4) alternatives
and identifies a preferred alternative for maintenance of a 2.4 mile section of NC
Highway 12 through the Pea Island National Wildlife Refuge, in Dare County.
Reference: Federal-Aid No. BRNHF-0012(55); NCDOT Project Definition 32635;
STIP Project No. B-2500A
DATE: March 18, 2013
Consistency Determination: The alternatives are consistent with/not in conflict with the Dare
County 2009 Land Use Plan certified by the CRC on February
24, 2011; provided that public access and transportation policies
addressing public access to the Pea Island National Wildlife
Refuge have been met. Additional information concerning the
replacement of public access to the Refuge is needed. (See
Attachment A, Page 5).
Overview: The purpose of the Environmental Assessment (EA) for Phase Ila is to identify and
assess changes in setting, project, and impacts that may have occurred since the Record of
Decision (ROD) approving the "Parallel Bridge Corridor with NC 12 Transportation Management
Plan (PBC/TMP) Alternative" for replacement of the Herbert C. Bonner Bridge over Oregon Inlet
was issued on December 10, 2010 and to provide documentation of compliance with the
National Environmental Policy Act (NEPA) in accordance with the PBC/TMP Alternative. The
components of the PBC/TMP Alternative are detailed in the December 2010 Record of Decision
(ROD). It consists of Phase I, the replacement of the Bonner Bridge over Oregon Inlet, and
future phases that provide for the long-term maintenance of NC 12 from Oregon Inlet to
Rodanthe. The project phase under consideration is Phase Ila, which addresses long-term
maintenance of the Pea Island Inlet area.
The project area for Phase Ila is located entirely within the Pea Island National Wildlife Refuge.
The primary purpose of the Refuge is to serve as a refuge and breeding ground for migratory
1367 US 17 South,Elizabeth City.NC 27909
Phone:[phone] ',FAX:[phone];Internet:www.nccoastalmanagement.net
An Equal Opportunity\Affirmative Action Employer

•
North Carolina Department of Environment and Natural Resources MEMORANDUM
Division of Coastal Management Page 2 of 12
birds and other wildlife. The Refuge is comprised of ocean beach, dunes, upland, fresh and
brackish water ponds, salt flats, and salt marsh. The objectives of the Refuge are to provide
nesting, resting, and wintering habitat for migratory birds, including the greater snow geese and
other migratory waterfowl, shorebirds, wading birds, raptors, and neotropical migrants; provide
habitat and protection for endangered and threatened species, and; to provide opportunities for
public enjoyment of wildlife and wildlands resources. Public use programs focus on
interpretation, environmental education, wildlife observation, wildlife photography, and fishing. In
addition to being a wildlife refuge, it also is a significant publicly owned recreation area and a
significant historic site eligible for inclusion in the National Register of Historic Places. Beach
driving is not allowed within the Refuge.
The project area for Phase lla consists of a 2.4 mile long section of land area within and
adjacent to the NC 12 right-of-way easement that extends south from the southern end of the
Pea Island National Wildlife Refuge's South Pond. The section includes the new Pea Island
inlet that was created in August of 2011 by Hurricane Irene. The inlet has introduced Essential
Fish Habitat (EFH) and marine protected species habitat into the Phase Ila project area and
piping plover nesting habitat in the form of the beaches adjoining the inlet. The section also
includes the entire area identified in the 2008 Final Environmental Impact Statement (FEIS) for
this project area as geologically susceptible to breaches. Floodzones within and adjacent to the
right-of-way easement range from AE (EL 9) to AE (EL 10).
Existing improvements within the project area include a paved two-lane highway with 12 foot
wide travel lanes crossing a 662 foot long temporary bridge over the Pea Island Inlet.
Stormwater sheet flows directly into the adjacent ditches from the road. Driveway cuts connect
the roadway to the former Refuge headquarters and to two (2) public access sites, the Pea
Island Life Saving Beach Access and the New Inlet Access. The Pea Island Beach Access is
located approximately 1,250 feet south of the inlet and provides parking for pedestrian beach
access. The New Inlet Access is located approximately 3,100 feet south of the inlet and
provides a boat ramp and boat trailer parking for Estuarine Access and a parking area for
pedestrian access to the beach and sound. Electric riser poles are located on the west side of
the NC 12 roadway. An historic resource. the southern dike around the Refuge pond, is also
located within the project study area.
Four (4) alternatives have been considered as possible long-term maintenance improvements
for the Phase Ila a Pea Island inlet study area and a preferred alternative is identified:
1. Beach Nourishment— NC 12 would remain in its current location and beach nourishment
combined with dune enhancement would be used to maintain an adequate beach and
dune system. Regular nourishment would likely be repeated at four (4) year intervals.
2. Bridge on New Location (from All Bridge Alternative) — NC 12 would be relocated onto a
bridge west of the forecast 2060 high erosion shoreline.
3. Road on New Location (from Road North/Bridge South Alternative) — NC 12 would be
relocated as a road west of the forecast 2060 high-erosion shoreline.
4. Bridge within Existing NC 12 Easement (Phase III of Phased Approach Alternative) — NC
12 would be elevated in its current easement onto a 2.1 mile long bridge. The total
1367 US 17 South;Elizabeth City.NC 27909
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An Equal Opportunity 1 Affirmative Action Employer

North Carolina Department of Environment and Natural Resources MEMORANDUM
Division of Coastal Management Page 3 of 12
approximate length (including approaches) would be 2.4 miles. The temporary bridge
and unnecessary section of NC 12 roadway would be removed.
Alternative 4. Bridge within Existing NC 12 Easement is the preferred alternative. The
reasons for selection of this alternative include: it would be designed to account for the potential
expansion and migration of the current inlet in the future; it would bridge the entire area
considered geologically susceptible to breaches in the Pea Island inlet area; it would account for
shoreline movement in the area; it would bridge wetlands in the area; and it would have fewer
adverse impacts than the other alternatives considered for this phase.
The Beach Nourishment alternative was eliminated because of uncertainties related to the
availability of suitable sand through the life of the project; it would necessitate the closure of the
Pea Island inlet by NCDOT; it would not adequately protect NC 12 from potential future
breaches; it would not allow natural island processes to occur, and; based on the opinions of
USFWS representatives, it is not likely to be found compatible with the Refuge's mission and
purpose. The Bridge on New Location was eliminated because, based on the opinions of
USFWS representatives, it is not likely to be found compatible with the Refuge's mission and
purpose and would impact the southern dike historic resource. The Road on a New Location
was eliminated because it would necessitate the closure of the Pea Island inlet; would not
adequately protect NC 12 from the formation of future inlets; and, based on the opinions of
USFWS representatives, it is not likely to be found compatible with the Refuge's mission and
purpose.
The proposed bridge would consist of two (2) 12 foot wide lanes with 8 foot shoulders and a
bicycle safety rail. The bridge would be located on the ocean side of the NC 12 easement
except in the area of the temporary bridge, where it would be on the sound side. The bridge
would consist of 110 foot to 120 foot main spans and 60 foot approach spans. Fill would be
placed at each end of the bridge approach, a 200 foot long section to the north and a150 foot
long section to the south, and be held within the easement with retaining walls. Clearance
under most of the bridge spans would be 15.8 feet above mean high water. The bridge deck
would be at an elevation of approximately 23 feet. For approximately 900 feet near the
temporary bridge, the bridge deck would be at an elevation of approximately 32 feet to
accommodate trucks on the traffic maintenance road passing under the new bridge deck.
Runoff would be collected from the ends of the bridge and piped to a riprap apron which would
drain to roadside swales to promote infiltration. Bridge drainage for the main bridge spans
would be from scuppers (openings) at the outer edges of the deck. The bridge would be high
enough to allow wind to disperse the scupper discharge before it reaches the ground or inlet
surface.
Construction is anticipated to last from 3 to 3.5 years, including removal of the temporary bridge.
Construction activity would be primarily confined to the existing NC 12 easement, including a
temporary traffic maintenance road; however, approximately 3.84 acres of temporary
construction easement would be needed to construct Phase Ila. Temporary easements would
provide room for construction workers to erect erosion control measures, remove the temporary
bridge and associated shoring, and jet in the piles. Temporary construction easements would
also be requested for staging areas to be placed at the Pea Island Life Saving Beach Access
and the New Inlet Access. Sedimentation and erosion control measures would adhere to the
1367 US 17 Soutn,Elizabeth City,NC 27909
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An Equal Opportunity 1 Affirmative Action Employer

•
North Carolina Department of Environment and Natural Resources MEMORANDUM
Division of Coastal Management Page 4 of 12
Design Standards in Sensitive Watersheds. Project development and construction activities
would be coordinated with utility providers in the project area in order to prevent interruption of
local utility services.
The Pea Island inlet is anticipated to migrate south. Inlet migration could influence the stability
of the temporary bridge. NCDOT is monitoring changes to the Pea Island inlet and intends to
retrofit the temporary bridge and road protection systems. as needed, so that the temporary
bridge can fulfill its function until a long-term project (Phase Ila) is completed.
All waters in the project area are classified as SA; HQW.
Anticipated impacts resulting from the preferred alternative include permanent and temporary
impacts to Coastal Wetlands, Section 404 Wetlands. and Essential Fish Habitat (EFH). These
include the permanent impact to .01 acre of wetlands and .04 acre of open waters and
temporary impact to 1.12 acres of wetlands and .28 acre of open waters: the hand clearing of
.42 acres of wetlands; the permanent impact of .05 acre of Essential Fish Habitat (EFH) and
temporary impacts to .60 acre of EFH. Coastal Wetlands are included in the overall wetland
impacts.
Phase Ila would change access within the Refuge in that there would be no direct access to the
Refuge from the Phase Ila bridge. Motor vehicle access would be lost to the public boat ramp
and the public parking lot near Pea Island inlet. Sacrificing direct motor vehicle access in favor
of eliminating the need for artificial dunes to maintain a surface road is the preference of
USFWS, which has indicated in the past that it will allow for some form of replacement access
to the Refuge and its facilities where direct access from a surface road is lost in Phase Ila. New
opportunities for parking will be discussed with the Refuge during impact mitigation planning.
The boat ramp is not an official Refuge or Seashore facility, and it would be difficult to reach
without paved road access. NCDOT will address this impact in mitigation discussions with the
Refuge. (Pages 4-17 and 4-18, Phase Ila EA)
Phase Ila bridging would affect several recreational activities that occur on Hatteras Island,
including fishing, hiking, surfing, wind surfing, kite boarding, swimming, ocean kayaking, and
birding. Natural shoreline processes would be allowed to take place. The shoreline would erode
underneath the bridge. As the beach erodes as a part of natural coastal processes, the bridge
would be located first over the beach and then in the ocean, making the area unusable or
unsafe for certain recreational activities.
Phase Ila bridging would result in visual impacts within the Refuge. The bridge would introduce
a sizable new, elevated, linear, manmade feature through the Refuge. It would dominate views
from the dunes lining the beach and, as the dunes disappear over time, it would also dominate
views of the beach and, ultimately, the ocean.
1367 US 17 South,Elizabeth City.NC 27909
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North Carolina Department of Environment and Natural Resources MEMORANDUM
Division of Coastal Management Page 5 of 12
ATTACHMENT
Policy Review:
The Dare County 2009 Land Use Plan Land Classification Map identifies land area within the
the Pea Island National Wildlife Refuge as "Conservation".
The purpose of the "Conservation" classification is to provide for the effective long-term
management and protection of significant, limited, or irreplaceable areas. Development by
federal agencies is exempt from local zoning regulation. However, Dare County encourages
federal agencies to consider impacts on adjoining lands and Dare County's communities. Land
disturbing activities should not occur unless in conjunction with an authorized development.
Authorized development should include provisions and conditions that minimize impacts to any
natural, cultural, historic, and scenic values of the areas authorized for development. As
indicated on Page 217, this classification applies to all CAMA AECs and all federal lands except
for the bombing ranges on the Mainland and some state-owned lands in Frisco and Buxton.
Listed below is a glossary of key words that are used throughout Section 2 in the policy
statements. The glossary is intended to convey the specific meaning of these key words.
1. adequate: sufficient to achieve the intended purpose or prevent harm
2. advocate: to promote or encourage
3. allow, authorize, permit: official action to let something happen
4. consider: to analyze; to take under advisement
5. control: to regulate or direct
6. discourage: to not favor, to dissuade
7. encourage: to favor or foster (also see support)
8. may: provides the option, but not required; permissive
9. oppose: to not support or be against a proposed action
10. practicable: capable of being effected, feasible, likely to occur
11. preferred: the favored course among alternatives but does not preclude other options
12. prohibit: not allowed, to totally prevent
13. promote: to proactively encourage to take positive steps
14. reasonable: practical, just enough to do the job; not extreme
15. recognize: to show awareness of an issue or condition
16. require: to mandate something
17. shall: mandatory, not optional, a more formal term for `will"
18. should: preferred or recommended but not mandatory in all cases
19. significant: important; determined by quantity or relative impact
20. support: to foster; may imply financial support
1367 US 17 South,Elizabeth City.NC 27909
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An Equal Opportunity\Affirmative Action Employer

North Carolina Department of Environment and Natural Resources MEMORANDUM
Division of Coastal Management Page 6 of 12
As of March 18, 2013, the following policies from the Dare County 2009 LUP certified by the
CRC on February 24, 2011 may be applicable to this request:
Public Access:
Policy PA#1, Page 142.
"Dare County supports the preservation and protection of the public's
right to access and use of the public trust areas and waters."
Policy PA#3, Page 142.
"Dare County supports North Carolina's shoreline access policies and
grant programs and recognizes the importance of shoreline access to our
local residents and our tourist economy. Thus, the County will continue to
seek opportunities to expand access, including opportunities for the
disabled, and to secure funding for beach nourishment in order to
maintain wide sandy beaches."
Implementation Strategy, Page 142.
"1. ...Any new public access sites shall address the needs of
handicap persons and address those needs to the maximum
extent practicable in working with the natural conditions of the
site."
Policy PA#4, Page 142
"The County recognizes the importance of four-wheel drive vehicles and
pedestrian access to the beaches of Dare County that are under the
management authority of the federal government... Management plans
should emphasize the need to allow these practices to continue in an
equitable manner that balances species management activities without
eliminating or severely limiting vehicular and pedestrian access to the
Dare County beaches."
Implementation Strategies, Page 143.
"2. Defend and assist with legal interventions that would allow
continued access for federal beaches."
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•
North Carolina Department of Environment and Natural Resources MEMORANDUM
Division of Coastal Management Page 7 of 12
Policy PA#5, Page 143.
"Plans for the replacement of Bonner Bridge and for the long-term
protection of NC 12 on Hatteras Island shall address the need to provide
vehicular and pedestrian access for local residents and visitors to all
areas of Pea Island and Hatteras Island currently (2008) open to the
public. Plans to restrict or limit current levels of access shall be reviewed
on a case by case basis with support or opposition offered depending on
the proposal and its potential negative impacts on local residents and our
tourist economy."
Policy PA#7. Page 145.
"Beach nourishment is the preferred shoreline management alternative
along the ocean beaches of Dare County. Access points to beaches
identified for nourishment activities shall be provided according to federal
standards (every IA mile) to allow convenient access to all persons. In
addition to beach nourishment, the use of terminal groins, offshore reefs,
and other similar techniques are compatible with the shoreline
management goals of Dare County."
Policy PA#8, Page 146.
"Dare County supports the maintenance of wildlife preservation areas and
refuges. Access by the public, including vehicular access to beaches, for
wildlife harvesting and observation should not be prohibited."
Implementation Strategy, Page 146.
"1. Work with federal agencies to allow continued access to
federal property in Dare County for hunting (including hunting
with dogs), fishing, and other similar activities."
Land Use Compatibility:
Archaeological/Historic Resources
Policy LUC #15, Page 159.
"The Dare County Board of Commissioners supports the protection of
structures, lands, and artifacts that have been identified by the NC
Department of Cultural Resources, Division of Archives and History, as
1367 US 17 South.Elizabeth City,NC 27909
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•
North Carolina Department of Environment and Natural Resources MEMORANDUM
Division of Coastal Management Page 8 of 12
archaeologically or historically significant. On a case-by-case basis
individual protection/management strategies should be implemented to
ensure archaeological and/or historical resources are not destroyed."
Infrastructure Carrying Capacity:
Transportation
Policy ICC #6, Page 171.
"The Bonner Bridge and NC 12 on Hatteras Island are vital to Dare
County. The replacement of Bonner Bridge in its current location is the
preferred alternative of the Dare County Board of Commissioners. Other
alternatives that feature the elimination of public access to areas north of
Rodanthe or re-routing of vehicular traffic to the federally owned lands of
the Pea Island Wildlife Refuge are not reasonable alternatives due to cost
factors and the decreased access to wildlife areas. ocean beaches,
estuarine shorelines and other habitat areas."
Implementation Strategy, Page 171.
"1. Continue to lobby State and Federal agencies for replacement
of Bonner Bridge and the long-term protection of NC 12."
Policy ICC#8, Page 172.
"Dare County supports the development and construction of sidewalks,
bike paths, greenways, and other walking/jogging trails to provide a safe
setting for these types of outdoor recreation and as alternative
transportation routes."
Natural Hazards:
Ocean Shoreline
Policy NH #1, Page 179.
"Oceanfront shoreline development should continue to be managed to
protect and preserve the natural and recreational resources along the
oceanfront. The appropriate tools for this are the existing CAMA permit
program and the Areas of Environmental Concerns (AECs) designated
under the CAMA program..."
1367 US 17 South:Elizabeth City, NC 27909
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North Carolina Department of Environment and Natural Resources MEMORANDUM
Division of Coastal Management Page 9 of 12
Implementation Strategy, Page 179.
"1. Rely on existing CAMA AEC regulations to address
development activities along the ocean beaches, estuarine
shoreline, and other public trust areas in unincorporated Dare
County..."
Estuarine Systems
Policy NH #2, Page 180.
Estuarine shoreline development should continue to be managed to
protect and preserve the natural resources of the estuarine waters and
the estuarine shoreline. The appropriate tools for this are the existing
CAMA permit program and the Areas of Environmental Concerns (AECs)
designated under the CAMA program..."
Implementation Strategy, Page 180.
"1. Rely on existing CAMA AEC regulations to address
development activities along the ocean beaches, estuarine
shoreline, and other public trust areas in unincorporated Dare
County..."
Flood Hazards
Policy NH #5, Page 181.
"Dare County supports, as minimum standards, the administration and
enforcement of all applicable floodplain management regulations and the
National Flood Insurance Program .."
1367 US 17 South,Elizabeth City,NC 27909
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North Carolina Department of Environment and Natural Resources MEMORANDUM
Division of Coastal Management Page 10 of 12
Water Quality:
Water Quality
Policy WQ #2, Page 188.
"Development projects shall be designed and constructed to minimize
detrimental impacts on surface water quality, groundwater quality, and air
quality. Structures should be designed to fit the natural topographic
conditions and vegetation versus modifications to natural conditions to
accommodate structures..."
Stormwater
Policy WQ #4. Page 190.
"Efforts to preserve, protect and improve water quality should be
managed at the local level. Local level management allows for a
regulatory approach designed to specifically address unique local needs
and conditions. Existing State stormwater rules should serve as the basis
for local programs with adjustments made to address local needs,
conditions, and community support."
Policy WQ #5, Page 190.
"Efforts to manage stormwater runoff should be based on local conditions
and natural features. Properties immediately adjacent to SA classified
waters should be developed consistent with the dimensional standards
and lot coverage limitations of the Dare County Zoning Ordinance.
Vegetative buffers and other low—impact development methods identified
by the UNC Coastal Studies Institute are appropriate tools to address
stormwater runoff adjacent to SA waters."
Policy WQ#6, Page 190.
"Dare County recognizes the public health issues associated with
mosquitoes and standing areas of water and the public safety issue for
motorists presented by stormwater ponding on roadways."
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North Carolina Department of Environment and Natural Resources MEMORANDUM
Division of Coastal Management Page 11 of 12
Wetlands
Policy WQ#7, Page 192.
"Dare County advocates the use of existing ( 2009) state and federal
regulatory programs for protecting and preserving coastal wetland areas
of environmental concern..."
Policy WQ #8, Page 192.
"Dare County supports the U.S. Army Corps of Engineers nationwide
permit program as administered in 2009. This support is based on the
current scope of permitting limits of the nationwide program and not any
changes that may result in a different policy..."
Policy WQ #9, Page 192.
"The use of wetland mitigation to compensate for the loss of wetlands is a
suitable alternative for projects identified as "public purpose projects" or
projects undertaken by Dare County..."
Fisheries Resources
Policy WQ #11, Page 193.
"Dare County recognizes the importance of our surrounding waters that
serve as habitats for the area's abundant fisheries resources. The
continued productivity of Dare County's fisheries shall be fostered through
restoration and protection of the unique ecosystems upon which they
depend..."
Local Areas of Concern:
Federal/State Support
Policy LAC #4, Page 200.
"Dare County encourages federal and state regulatory agencies to
consider fast-tracking of public purposes projects..."
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North Carolina Department of Environment and Natural Resources MEMORANDUM
Division of Coastal Management Page 12 of 12
Policy LAC #5, Page 200.
"Dare County encourages federal and state regulatory agencies to
consider impacts from activities occurring on their lands on the
surrounding privately-owned land and communities. Although Dare
County acknowledges that federal and state properties are exempt from
local zoning and other land use ordinances, federal and state agencies
should coordinate their efforts with local officials whenever practicable."
Tourism
Policy LAC #6, Page 201.
"Dare County supports the concept of combining natural resources and
tourism to promote the area's ecological values, known as "eco-tourism"."
Policy LAC #7, Page 201.
"The quality of life of Dare County residents should be carefully balanced
with the tourist-based economy of the Outer Banks. Maintaining a good
quality of life for our permanent population and ensuring a safe and
enjoyable vacation experience should be a goal of all local, state, and
federal agencies responsible for the promotion of tourism in Dare County
and North Carolina."
Policy LAC #8, Page 201.
"Dare County recognizes the importance of tourism to our local economy
and supports efforts to maintain our status as a desirable place to live,
visit, and vacation. Tourist generated revenues should be used to offset
the infrastructure needs of our seasonal population and our year-round
population."
cc: John Thayer,AICP, DCM Manager of Planning/Public Access
1367 US 17 South;Elizabeth City,NC 27909
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An Equal Opportunity\Affirmative Action Employer