20120954 Ver 1_CAMA Application_20121016

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North Carolina Department of Environment and Natural Resources 0="
Division of Coastal Management
Beverly Eaves Perdue, Governor Braxton C. Davis, Director Dee Freeman., Secretary Fl=m
MEMORANDUM
TO:
FROM:
SUBJECT:
Applicant:
Project Location:
15 October 2012
EXPRESS PERMIT REVIEW PROGRAM
Karen Higgins
Division of Water Quality
David W. Moye
Express Permits Coordinator
CAMA/DREDGE & FILL Permit Application Review
Dare County — Outer Banks Scenic Byway
Adjacent west side of NC 12 in Rodanthe, Waves, Salvo and Avon in
Dare County, North Carolina
Proposed Project: The applicant proposes to construct an 8.04 mile concrete walkway with 6
bridges adjacent the west side of NC 12.
Please indicate below your agency's position or viewpoint on the proposed project and return
this form by 5 November 2012. If you have any questions regarding the proposed project,
please contact David W. Moye at 252 - 948 -3852. When appropriate, in -depth comments with
supporting data is requested.
REPLY: This agency has no objection to the project as proposed.
SIGNED
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.
DATE
943 Washington Square Mall, Washington, North Carolina 27889
Phone: [phone] \ FAX: [phone] \ Internet www.r stalmanagement.nett

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DIVISION OF COASTAL MANAGEMENT
FIELD INVESTIGATION REPORT
Express Permit Review Program
1. APPLICANT'S NAME: Dare County - Outer Banks Scenic Byway, Rodanthe to Avon
2. LOCATION OF PROJECT SITE: Adjacent NC 12 from Rodanthe to Salvo and in Avon crossing the
North Drain and several unnamed tributaries off the Pamlico Sound in Dare County, North Carolina
Photo Index - 2006: 174 -7846; P -23 2000: 175 -2057; F -9 1998: 37 -1998; H -12
State Plane Coordinates - X: 3,049,600 Y: 685,000 GPS Rover File D09251IA
Rodanthe Quad. (upper right corner)
3. INVESTIGATION TYPE: CAMA
4. INVESTIGATIVE PROCEDURE: Dates of Site Visit - 08/07/12
Was Applicant Present - Yes
5. PROCESSING PROCEDURE: Application Received - 15 October 2012
Office - Washington
6. SITE DESCRIPTION:
(A) Local Land Use Plan - Dare County
Land Classification From LUP - Developed (land), Conservation (water, wetlands)
(B) AEC(s) Involved: EW, PTA, CW, CS
(C) Water Dependent: NO
(D) Intended Use: Public
(E) Wastewater Treatment: Existing - None
Planned - None
(F) Type of Structures: Existing - NC 12 adjacent road shoulder
Planned - paved walking/bike path
(G) Estimated Annual Rate of Erosion: N/A
Source - N/A
7. HABITAT DESCRIPTION: [AREA]
DREDGED FILLED OTHER
(A) Vegetated Wetlands
±8,240 ft2
shaded
(B) Non - Vegetated Wetlands
±1,997.5 shaded
(C) Other
±626,530.5 ft2
Highground
(D) Total Area Disturbed: ±14.6 acre ( ±636,768 sq. ft.)
(E) Primary Nursery Area: NO
(F) Water Classification: SA -NSW Open: YES
8. PROJECT SUMMARY: Dare County proposes to construct a 5' wide by 8.04 mile long concrete walkway
including 6 bridges, adjacent NC 12 from Rodanthe to Salvo and in Avon.

County of Dare
Outer Banks Scenic Byway
Dare County
Express Permit Review Program
Project setting
John DeLucia with Albemarle and Associates, on behalf of Dare County, has requested the
attached application be processed under the Express Permit Review Program, for the Outer Banks
Scenic Byway (bike /walking path) along NC 12 in Rodanthe, Waves, Salvo and Avon.
Dare County is applying for the permit and on 5 October 2012 submitted a right of way
encroachment agreement with the NCDOT. The scenic byway will be located on property owned by
Dare County, NC Department of Transportation (NCDOT) and the National Park Service (NPS). A
special use permit is being obtained from the NPS for the work on their property. The project site is
located along the west side of NC 12 primarily on high ground, with several crossings of Coastal
Wetlands, Estuarine Water, Public Trust Areas and Coastal Shoreline, Areas of Environmental
Concern (AECs). Vegetation in the project area ranges from maintained lawn, to Coastal Wetlands
containing Spartina altemiflora, Juncus roemerianus, Spartina patens, Cladium jamaicense, Distichlis
sspicata, and Typha spp., to scrub shrub with pines. Some areas along the project alignment are paved
with asphalt or concrete at several commercial businesses. Adjacent properties are single family
dwellings, commercial businesses, undeveloped lots and wetland areas.
The overall project site is t4 -5' above the normal high water. The Estuarine Water of the
Pamlico Sound, the North Drain and the unnamed tributaries in this area are classified as SA by the
Environmental Management Commission and are open to shellfishing.
Project description
The applicant proposes to construct a 5' wide concrete walkway adjacent to NC 12 for a
linear distance of 8.04 miles to facilitate a safe walking and biking travel lane. Currently, pedestrians
are using the NC 12 road shoulder which is a heavily traveled road in these communities. With the
exception of six elevated wooden walkway/bridges, the concrete walkway is located in uplands.
While 5' is an adequate width to meet the American with Disabilities Act (ADA) on the upland
sections, the elevated wooden walkwaylbridges are proposed at 8' wide with railings for handicapped
individuals, to allow adequate passage. The path is divided into two areas. One area is from
Rodanthe beginning opposite the Chicamacomico Life Saving Station and ending in Salvo at the
existing Salvo Day Use Area - NPS parking lot on the sound side. The second area is in the Avon
Community beginning at the NPS sound access on the north end of Avon and ending at the NPS
sound access at the south end of Avon. All of the proposed Avon walkway is located in uplands
with no wetland and/or creek impacts. All of the walkway is within NC 12 right -of -way, with the
exception of the section of walkway connecting to the parking lot on NPS property at the southern
end of Salvo.

County of Dare
Outer Banks Scenic Byway
Dare County
Express Permit Review Program
Page Two
The 6 proposed crossings of AECs are described below;
1) Bridge #1 located on NPS property crossing an unnamed tributary of Pamlico
Sound near Clarks Bay and an area of delineated Coastal Wetlands and
Section 404 Wetlands. The wooden bridge will be 8' wide over a distance of
215' and will include a 12.5' wide by 24' long ADA compliant viewing
platform over the creek. The proposed bridge and associated elevated
walkway on both sides will be elevated 36" above the Coastal Wetland
substrate as measured to the bottom of the decking. In order to achieve a
level surface at both ends where the wooden walk meets the concrete
sidewalk, a total of f2 cubic yards of uplands will be excavated.
2) Bridge #2 located adjacent the Wind Over Waves Subdivision (south)
adjacent to and crossing an area of delineated Coastal Wetlands and Section
404 Wetlands. The wooden walkway at this location will be 8' wide over a
distance of 400'. The proposed walkway will be elevated 36" above the
Coastal Wetland substrate as measured to the bottom of the decking. In order
to achieve a level surface at both ends where the wooden walk meets the
concrete sidewalk, a total of ±2 cubic yards of uplands will be excavated.
3) Bridge #3 located adjacent the Wind Over Waves Subdivision (north)
adjacent to and crossing an area of delineated Coastal Wetlands and Section
404 Wetlands. The wooden walkway at this location will be 8' wide over a
distance of 330'. The proposed walkway will be elevated 36" above the
Coastal Wetland substrate as measured to the bottom of the decking. In order
to achieve a level surface at both ends where the wooden walk meets the
concrete sidewalk, a total of ±2 cubic yards of uplands will be excavated.
4) Bridge #4 located opposite Island Pines Drive crossing an unnamed tributary
to Pamlico Sound and an area of delineated Coastal Wetlands and Section
404 Wetlands. The wooden walkway at this location will be 8' wide over a
distance of 90'. The proposed walkway will be elevated 36" above the
Coastal Wetland substrate as measured to the bottom of the decking. In order
to achieve a level surface at both ends where the wooden walk meets the
concrete sidewalk, a total of t2 cubic yards of uplands will be excavated.
5) Bridge #5 located adjacent the north end of Camp Hatteras crossing an
unnamed tributary of Pamlico Sound and an area of delineated Coastal
Wetlands and Section 404 Wetlands. The wooden bridge will be 8' wide over

County of Dare
Outer Banks Scenic Byway
Dare County
Express Permit Review Program
Page Three
a distance of 105' and will include a 12.5' wide by 12' long ADA compliant
viewing platform over the creek. The proposed bridge and associated
elevated walkway on both sides will be elevated 36" above the Coastal
Wetland substrate as measured to the bottom of the decking. In order to
achieve a level surface at both ends where the wooden walk meets the
concrete sidewalk, a total of ±2 cubic yards of uplands will be excavated.
6) Bridge #6 located opposite South Shore Drive crossing the North Drain. The
wooden bridge will be 8' wide over a distance of 100' and will include a 12.5'
wide by 12' long ADA compliant viewing platform over the creek. The
proposed bridge and associated elevated walkway on both sides will be
elevated 36" above the Coastal Wetland substrate as measured to the bottom
of the decking. In order to achieve a level surface at both ends where the
wooden walk meets the concrete sidewalk, a total of ±2 cubic yards of
uplands will be excavated.
Approximately 636,768 ft2 (14.6 acres) will be disturbed over the 8.04 mile distance using a
working corridor of 15'. The concrete walkway will create 196,000 ft2 (4.5 acres) of impervious
surface. Approximately 3,355 ft2 (30 %) of impervious surface is proposed within the Estuarine
Shoreline AEC. The 6 proposed wooden walkways will shade a total of ±8,240 ft2 of wetlands and
±1,997.5 ft2 of open water.
Anticipated impacts
The construction of the concrete walkway with 6 wooden bridges will result in ±3,355 ft2 of
impervious surface within the 75' Estuarine Shoreline AEC. No fill is proposed in any wetland
area. The project as proposed will result in the disturbance of ±636,768 ft2 (14.6 acres). The
bridge /walkways will shade ±10,237.5 ft2 of Estuarine Water, Coastal Shoreline and Coastal
Wetlands AECs. The driving of pilings for the walkways and bridges may result in temporary
turbidity in the adjacent waterways.
David W. Moye - 15 October 2012

October 8, 2012
Mr. David Moye
Division of Coastal Management
NCDENR Division of Coastal Management
943 Washington Square Mall
Washington, NC 27889
RE: Outer Banks National Scenic Byway
NCDOT STIP — S-5105
Sidewalks in Rodanthe, Waves, Salvo & Avon, NC
CAMA Major Development Permit Application
Dear Mr. Moye:
Thank you for all of your assistance regarding the aforementioned project. Since our review
meeting last Friday, we have made the requested modifications to the plans and to the
application forms. We have also initiated the Special Use Permit Application with the National
Park Service. Our contact there is Mr. Steve Thompson and I have included his phone number
and email address in the MP1 form. I have also received a letter from the Dare County Planning
Director which addresses the compliance with the County Land Use Plan and a 6upporting
document.
Included with this package are the following items:
(1) MP 1 Major Development Application
(1) MP 3 Upland Development
(6) MP 5 Bridges and Culverts (One form for each bridge)
(1) Project Narrative
(24) Sets of Drawings
(1) Express Permit Fee of $ 4,000,00 (multiple permits)
(1) Agreement between NCDOT and Dare County
(1) NCDOT Encroachment Agreement Application (pending)
(1) NPS Special Use Permit Application
(1) Set of Riparian Letters, six total, with graphics and "green cards"
(1) Set of GIS Riparian Property Owners Addresses
(1) Agent Authorization From
(1) Statement of Compliance with NCGS 113A 1 -10
(1) Copy of the Submittal Letter to the State Historic Preservation Office.
(1) Letter from Dare County Planning Director
Land Planning — Engineering — Environmental — Construction Management
P,®, Box 3989, 115 W, Saint Clair St., Kill Devil Hills, North Carolina 27948
North Carolina license No C. 1027
Phone: [phone] www.AlbemarleAssociates.com Fax: [phone]

Outer Banks National Scenic Byway
NCDOT STIP — S-5105
Sidewalks in Rodanthe, Waves, Salvo & Avon, NC
Submission of Architectural Survey and Project Information
October 8, 2012
Page 2 of 2
Changes that have occurred to the drawings include the identification of the Historic District and
Structures; the labeling of the creeks and adjacent owners; and the addition of one sheet
showing the six bridge profiles. We also removed the benches from bridge 4 and added them to
bridge 5.
I have made the application to the National Park Service and to NCDOT for the Encroachment
Agreement. Both applications are included. As you requested, we will keep you informed of the
status of their review and approvals.
I also included the submittal to Land Quality and Water Quality with the delivery of these
documents. i attached a separate fee for the disturbed area with the Erosion & Sediment
Control Plan application documentation. I intend to submit the Architectural Survey that was
prepared by Coastal Carolina Research to the State Historic Preservation Office this week when
we receive the final bound reports. I will forward a PDF copy of this Survey under separate
cover once received.
I believe that this submittal is complete and revised per our meeting last week. If I can provide
any additional information, please do not hesitate to call me.
0
eLucia, PE
Project Manager / Authorized Agent
cc: File
Mr. Robert Outten

Outer Banks National Scenic Byway
NCDOT STIP — S-5105
Sidewalks in Rodanthe, Waves, Salvo & Avon, NC
Project Narrative
October, 2012
Dare County, applicant, and the Outer Banks National Scenic Byway Committee have obtained
grant funding to construct approximately eight miles of sidewalk in the Villages of Rodanthe,
Waves, Salvo and Avon, North Carolina. The sidewalk will promote safer travel in these areas.
This sidewalk project is proposed to be constructed entirely within the western NC 12 right -of-
way, on Dare County property, and within portions of the Cape Hatteras National Seashore. In
the Rodanthe, Waves, Salvo, areas, the pathway will begin at Myrna Peters Road in Rodanthe,
NC and will end in the Salvo Day Use Area. In Avon, NC, the sidewalk will be constructed
between the northern sound access and the southern sound access encompassing the entire
village of Avon. There are six elevated portions of the pathway which are all located within the
Rodanthe, Waves & Salvo areas of the project. Three of these bridges, numbered 1, 5 & 6
cross narrow creeks. These sections are planned to include some benches and ADA compliant
viewing areas. Bridges, 2, 3 & 4 cross narrower ditches and have greater distances above
wetland areas. There are no benches or viewing areas planned for these three bridges.
The sidewalk is being constructed at grade with concrete and is planned to be five feet wide.
Where the sidewalk crosses creeks, and other areas of environmental concern, it will be eight
feet wide, elevated, and constructed of wood. The eight foot minimum bridge width was
stipulated within the grant funding requirements. Bridges numbered 1, 5 & 6 are planned to
have a 12 -foot long section consisting of cantilevered benches at the mid -span on one side with
an ADA compliant observation area directly opposite the benches. Details of these are
provided. The elevated portions of the sidewalk will maintain a 36" clearance above coastal
wetlands and a 24" clearance above Section 404 wetlands.
The sidewalk construction will include clearing and grading operations along the route. The
construction activities will include concrete forming and placement, piling installations, elevated
wooden walkway construction, landscaping and some drainage improvements along the route.
Existing NCDOT drainage ditches and areas of environmental concern will be protected from
construction activities and sedimentation utilizing silt fencing, small check dams, sediment traps
and similar BMP measures. The disturbed areas are to be stabilized with coastal vegetation,
temporary straw matting, hydro seeding and other NCDENR recommended stabilization
techniques. Stormwater runoff from the sidewalk is being directed via sheet flow to the shoulder
areas of the sidewalk for vegetative filtration and infiltration into the adjacent soils.
Land Planning — Engineering — Environmental — Construction Management
P.O. Box 3989, 115 W. Saint Clair St- Kill Devil Hills, North Carolina 27948
North Carolina License No. C -1027
Phone: [phone] www.AlbemarleAssociates,com Fax: 252 - 441 -0965

UPUCATIONfor
Major lovelopmont Permit
(last revised 12127106)
S
North Carolina DIVISION OF COASTAL MANAGEMENT
1. Primary Applicant/ Landowner Information
Project Name (if applicable)
Outer Banks National Scenic Byway
Business Name
NCDOT STIP No. S -5104
County Of Dare
Albemarle & Associates, Ltd, Environmental Professionals Inc
Pathways in Rodanthe,Waves, Salvo and Avon
Agent/ Contractor 1: First Name
Hatteras Island, Dare County, North Carolina
Applicant 1: First Name
MI
Last Name
Robert
L
Outten, County Manager
Applicant 2: First Name
MI
Last Name
National Park Service Outer Banks Group
George
Steve D. Thompson [phone] ext 121
If additional applicants, please attach an additional page(s) with names listed.
Mailing Address
PO Box
City
State
PO Box 1000
State
Manteo
NC
ZIP
Country
Phone No.
FAX No.
279541000
Dare
252 - 475 - 5803 ext
252 -473 -1817
Street Address (if different from above)
City
State
ZIP
954 Marshall C. Collins Drive
Manteo
NC
27954 -1000
Email
outten @darenc.com ; Steve—D—[e-mail]
2. Agent/Contractor Information
Business Name
Albemarle & Associates, Ltd, Environmental Professionals Inc
Agent/ Contractor 1: First Name
MI
Last Name
John
M
DeLucia, PE
Agent/ Contractor 2: First Name
MI
Last Name
George
Wood, CEP
Mailing Address
PO Box
City
State
3989
Kill Devil Hills
INC
ZIP
Phone No. 1
Phone No 2
27948
252 -441 - 2113
ext. 115
252 -441 - 0739 ext.
FAX No.
Contractor #
252 441 0965
Street Address (if different from above)
City
State
ZIP
115 West St. Clair
Kill Devil Hills
NC
27948-0115
Email
johnd @albemadeassociates.com obxwood @yahoo.com

Form DCM MP -1 (Page 3 of 6)
APPLICATION for
Major Development Permit
3. Project Location
a. Total length of shoreline on the tract (ft.)
Street Address
Approximaltely 8 miles
County (can be multiple)
c. Size of individual lot(s)
State Rd. #
Dare
Rodanthe from Myrna Peters Rd to NPS Salvo Day Use Area
NC 12
4 -5' ❑NHW or ®NWL
& Avon from the north sound access to the south sound access
Sparse grasses shrubs and some trees. This project will be located within the western right -of -way of NC 12
Subdivision Name
City
State
Zip
Phone No
Lot No.(s) (if many, attach additional page with list)
- - ext
I I I ,
a In which NC river basin is the project located?
b. Name of body of water nearest to proposed project
Pasquotank
Unnamed tributary south of Salvo, N & S tributary of Brick
and Salvo the zoning is S1.
Creek, Unnamed draiange ditch south of Lela Ct,
j. Is the proposed activity part of an urban waterfront redevelopment proposal? ❑Yes ®No
Unnamed creek at Camp Hatteras, North Drain in
If yes, by whoml Archetectural Survey of project
Rodanthe, NC.
c. Is the water body identified in (b) above, natural or manmade?
d Name the closest major water body to the proposed project site.
®Natural ®Manmade OUnknown
Pamlico Sound / Atlantic Ocean
e Is proposed work within city limits or planning jurisdiction?
f. If applicable, list the planning jurisdiction or city limit the proposed
®Yes ❑No
work falls within.
Dare County, NC
4. Site Description
a. Total length of shoreline on the tract (ft.)
b Size of entire tract (sq.ft.)
Approximaltely 8 miles
N/A
c. Size of individual lot(s)
d. Approximate elevation of tract above NHW (normal high water) or
NWL (normal water level)
(if many lot sizes, please attach additional page with a list)
4 -5' ❑NHW or ®NWL
e. Vegetation on tract
Sparse grasses shrubs and some trees. This project will be located within the western right -of -way of NC 12
f. Man -made features and uses now on tract
Roadways, driveways, signs, storm drainage systems,underground and overhead utilities.
g. Identify and describe the existing land uses adjacent to the proposed project site
This project will provide a public sidewalk along approximately eight miles on Hatteras Island in the Villages of Rodanthe,
Waves, Salvo and Avon, NC. It will pass commercial uses, residential properties, public and private utitliy sites and other
uses found along the route
h. How does local government zone the tract?
i. Is the proposed project consistent with the applicable zoning?
Project is in a public right -of -way and passes through a
(Attach zoning compliance certificate, if applicable)
variety of zoning districts in Avon. In Rodanthe, Waves
®Yes []No []NA
and Salvo the zoning is S1.
j. Is the proposed activity part of an urban waterfront redevelopment proposal? ❑Yes ®No
k. Hasa professional archaeological assessment been done for the tract? If yes, attach a copy. ®Yes ❑No ❑NA
If yes, by whoml Archetectural Survey of project
route prepared by CCR

Form DCM MP -1 (Page 4 of 6)
APPLICATION for
Major Development Permit
I. Is the proposed project located in a National Registered Historic District or does it involve a ®Yes []No ❑NA
National Register listed or eligible property?
<Fonn continues on next page>
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 (►) or (i►) above, has a delineation been conducted? ®Yes ❑No
(Attach documentation, if available)
n. Describe existing wastewater treatment facilities
N/A
o. Describe existing drinking water supply source.
N/A
p. Describe existing storm water management or treatment systems.
Roadside swales and culverts
5. Activities and Impacts
a. Will the project be for commercial, public, or private use? ❑Commercial ®PublictGovemment
❑Private /Community
b. Give a brief description of purpose, use, and daily operations of the project when complete
This is a sidewalk project intended to provide safe pedestrian travel and to promote altemantive transportation methods
throughout the villages of Rodanthe, Waves, Salvo and Avon NC.
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.
This project will include clearing and grading operations in all of the upland areas for the installaiton of a 5' wide concrete
sidewalk. Where this sidewalk crosses creeks and wetland areas it will be via wooden elevated bridges. The bridges will be
pile- supported on driven round piles. We expect the use of tractors, small "bob cats," concrete trucks, pile installation
equipment, and carpentry tools. Excavators_ and heavy equipment will be stored in designated work areas along the route.
d. List all development activities you propose
Installion of concrete pathways, installation of elevated wooden boardwalk sections, installation of cross walks, installation of
areas for bicycle racks, benches and way signs and landscaping
e. Are the proposed activities maintenance of an existing project, new work, or both? New Work
f. What is the approximate total disturbed land area resulting from the proposed project? 15 ❑Sq.Ft or ®Acres
g. Will the proposed project encroach on any public easement, public accessway or other area ®Yes ❑No ❑NA
that the public has established use of?
h. Describe location and type of existing and proposed discharges to waters of the state.
None
i. Will wastewater or stormwater be discharged into a wetland? ®Yes ❑No ❑NA
If yes, will this discharged water be of the same salinity as the receiving water? ®Yes ❑No ❑NA

Form DCM MP -1 (Page 5 of 5)
APPLICATION for
Maior Develooment Permit
j. Is there any mitigation proposed? ❑Yes ®No DNA
If yes, attach a mitigation proposal.
6. Additional Information
In addition to this completed application form, (MP -1) the lollowing 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 SEE ATTACHED LIST 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 that the information provided in this application i th to the best of my knowledge.
Date d c -ttow— o, 2�Z-- Print Name Ro a Couty Manager
Signature
Please indicate application attachments pertaining to your proposed project.
DDCM MP -2 Excavation and Fill Information ®DCM MP -5 Bridges and Culverts
®DCM MP -3 Upland Development
DDCM MP-4 Structures Information

Form DCM MP -3
UPLAND DEVELOPMENT
(Construction and /or land disturbing activities)
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.
GENERAL UPLAND DEVELOPMENT
a. Type and number of buildings, facilities, units or structures
proposed.
Approximately 8 miles of sidewalk along the western right -
of- way of NC 12 in the Villages of Rodanthe, Waves, Salvo
and Avon, NC.
c Density (give the number of residential units and the units per
acre).
N/A
e. If the proposed project will disturb more than one acre of land, the
Division of Land Resources must receive an erosion and
sedimentation control plan at least 30 days before land- disturbing
activity begins.
(i) If applicable, has a sedimentation and erosion control plan been
submitted to the Division of Land Resources?
®Yes ❑No ❑NA
(ii) If yes, list the date submitted: October 10, 2012
g. Give the percentage of the tract within the coastal shoreline AEC to
be covered by impervious and/or built-upon surfaces, such as
pavement, building, rooftops, or to be used for vehicular driveways
or parking
3,355 SF of new coverage within all 75' AEC's
Give the percentage of the entire tract to be covered by impervious
and /or built -upon surfaces, such as pavement, budding, rooftops,
or to be used for vehicular driveways or parking.
196,000 sf / 1,387,000 sf = 14.1 %
j. Describe proposed method of sewage disposal
None
I. Describe location and type of proposed discharges to waters of the
state (e.g., surface runoff, sanitary wastewater, industrial/
commercial effluent, 'leash down" and residential discharges).
None
b. Number of lots or parcels
N/A
d Size of area to be graded, filled, or disturbed including roads,
ditches, etc
Approximately 15 acres of linear construction assuming 15'
of distrubance per linear foot of sidewalk.
f. List the materials (such as marl, paver stone, asphalt, or concrete)
to be used for impervious surfaces.
Concrete is to be used for the majority of the sidewalk.
Elevated wooden bridges will be used to cross wetlands,
creeks and other areas of environmental concern.
Projects that require a CAMA Major Development Permit may also
require a Stormwater Certification
(i) Has a site development plan been submitted to the Division of
Water Quality for review?
®Yes []No ❑NA
(ii) If yes, list the date submitted. October 10, 2012
k. Have the facilities described in Item (i) received state or local
approval?
[]Yes []No ®NA
If yes, attach appropriate documentation.
m. Does the proposed project include an innovative stormwater
design?
❑Yes ®No ❑NA
If yes, attach appropriate documentation.

rutir R] P-3 (Upgard Delieiapreben';L, Page 2 of
m. Describe proposed drinking water supply source (e.g, well,
community, public system, etc)
N/A
o. When was the lot(s) platted and recorded?
N/A
October 4, 2012
Date
Outer Banks National Scenic Byway
NCDOT STIP No. S -5104
Pathways in Rodanthe,Waves, Salvo and Avon
Hatteras Island, Dare County, North Carolina
Project Na e
Robert Ou , Cou
rty Manager
Appli e,
Applicant Signature
n. (i) Will water be impounded? ❑Yes ®No [DNA
(ii) If yes, how many acres?
p. If proposed development is a subdivision, will additional utilities be
installed for this upland development?
❑Yes ❑No ®NA

Fem 00 NP-4
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 [I This section not applicable
a. Is the proposed bridge:
[]Commercial ®PublicJGovemment ❑Pnvate /Community
c. Type of bridge (construction material)-
Wooden Pedestrian Bridge 8' wide with cantilevered
benches and ADA compliant viewing areas. BRIDGE #1
e. (i) Will proposed bridge replace an existing bridge? ❑Yes JEW
If yes,
(ii) Length of existing bridge.
(iii) Width of existing bridge
(iv) Navigation clearance underneath existing bridge:
(v) Will all, or a part of, the existing bridge be removed?
(Explain)
9• Length of proposed bridge: 215'
b Water body to be crossed by bridge
Unnamed creek south of Salvo
d. Water depth at the proposed crossing at NLW or NWL
2.5' NWL
f (i) Will proposed bridge replace an existing culvert? ❑Yes C@No
If yes,
(ii) Length of existing culvert:
(iii) Width of existing culvert*
(iv) Height of the top of the existing culvert above the NHW or
NWL.
(v) Will all, or a part of, the existing culvert be removed?
(Explain)
h• Width of proposed bridge: 8'
i. Will the proposed bridge affect existing water flow? ❑Yes ®No i. Will the proposed bridge affect navigation by reducing or
If yes, explain increasing the existing navigable opening? ❑Yes ®No
If yes, explain:
k. Navigation clearance underneath proposed bridge: 48"
I. Have you contacted the U S Coast Guard concerning their
approval? ❑Yes ®No
If yes, explain:
m. Will the proposed bridge cross wetlands containing no navigable n. Height of proposed bridge above wetlands: 36"
waters? ®Yes ❑No
If yes, explain: Bridge will cross fringe wetland and wooded
wetland areas to the south before transdioning to high
ground
2. CULVERTS ®This section not applicable
a Number of culverts proposed: b. Water body in which the culvert is to be placed*

Fot'm CP,11 Pas (Bridges arid C;Ai erts, P-,3 9e 2 of 4)
c. Type of culvert (construction material):
d. (i) Will proposed culvert replace an existing bridge?
< Form continues on back>
❑Yes ❑No
If yes,
(ii) Length of existing bridge:
(iii) Width of existing bridge:
(iv) Navigation clearance underneath existing bridge: _
(v) Will all, or a part of, the existing bridge be removed?
(Explain)
f• Length of proposed culvert:
h Height of the top of the proposed culvert above the NHW or NWL
Will the proposed culvert affect navigation by reducing or
increasing the existing navigable opening? ❑Yes ❑No
If yes, explain:
e. (i) Will proposed culvert replace an existing culvert?
Oyes ❑No
If yes,
(ii) Length of existing culvert(s):
(iii) Width of existing culvert(s)
(iv) Height of the top of the existing culvert above the NHW or
NWL:
(v) Will all, or a part of, the existing culvert be removed?
(Explain)
g. Width of proposed culvert:
i. Depth of culvert to be buried below existing bottom contour.
k. Will the proposed culvert affect existing water flow?
❑Yes ❑No
If yes, explain:
3. EXCAVATION and FILL ❑This section not applicable
a. (i) Will the placement of the proposed bridge or culvert require any
excavation below the NHW or NWL? ❑Yes ®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 -
(v) Amount of material to be excavated in cubic yams:
b. (i) Will the placement of the proposed bridge or culvert require any
excavation within coastal wetlands/marsh (CW), submerged
aquatic vegetation (SAV), shell bottom (SB), or other wetlands
(WL)? If any boxes are checked, provide the number of square
feet affected.
❑CW ❑SAV ❑SB
OWL ®None
(ii) Describe the purpose of the excavation in these areas
To transition from the concrete pathway to elevated
bridges will require excavation to install the girders and
joists.

Farr,; OCNIMP-E; ISridyw s and Carlvser4s. Pegs 3 of 4)
c. (i) Will the placement of the proposed bridge or culvert require any
high -ground excavation? ®Yes ❑No
If yes,
(ii) Avg. length of area to be excavated. 6'
(iii) Avg. width of area to be excavated: 9'
(iv) Avg. depth of area to be excavated: 11"
(v) Amount of material to be excavated in cubic yards: 2
d If the placement of the bridge or culvert involves any excavation, please complete the following*
(i) Location of the spoil disposal area: Material will be used within the project for imported fill materials. No disposal site will be
needed.
(ii) Dimensions of the spoil disposal area:
(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? ❑Yes ❑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 6 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
fill (other than excavated material described in Item d abov)to
be placed below NHW or NWL? ❑Yes No
If yes,
(im) Avg. length of area to be filled
(iii) Avg. width of area to be filled*
(iv) Purpose of fill.
(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 within coastal wetlands/marsh (CW), submerged
aquatic vegetation (SAV), shell bottom (SB), or other wetlands
(WL)? If any boxes are checked, provide the number of square
feet affected.
❑CW ❑SAV ❑SB
OWL ®None
(ii) Describe the purpose of the excavation in these areas:
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 ®No
If yes,
(im) Avg. length of area to be filled:
(iii) Avg width of area to be filled:
(iv) Purpose of fill:
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? ❑Yes ®No
If yes, explain. If yes, explain.

If this portion of the proposed project has already received
approval from local authorities, please attach a copy of the
approval or cerfdreation.
< Form continues on back>
Will the proposed project require any work channels? d How will excavated or fill material be kept on site and erosion
❑Yes ONo controlled?
If yes, complete Form DCM -MP -2
e. What type of construction equipment will be used (for example,
dragline, backhoe, or hydraulic dredge)?
Pile auger and jet to install pilings. Carpentry equipment to
construct elevated sections to include saws, air nailers,
drills, routers. sanders. Electrical generattor and air
compressors.
g. Will the placement of the proposed bridge or culvert re99uire an
shoreline stabilization? pYes allo
If yes, complete form MP -2, Section 3 for Shoreline
Stabilization only.
October 4, 2012
Date
Outer Banks National Scenic Byway
NCDOT STIP No. 5 -5104
Pathways in Rodanthe,Waves, Salvo and Avon
Hatteras Island, Dare County, North Carolina
Project Name
Robe L. en
App nt - - - — -- - - -
Applicant Signature
Silt fence and other appropriate BMP measures will be
utilized thoughout the project. The disturbed areas will
be stabilized with coastal vegetation
Will wetlands be crossed in transporting equipment to project site?
❑Yes ®No
If yes, explain steps that will be taken to avoid or mrnimve
environmental impacts

Fem 99N OM
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 OThis section not applicable
a Is the proposed bridge: b. Water body to be crossed by bridge
❑Commercial ®Public(Govemment ❑Private /Community South arm of Brick Creek in Wind Over Waves Subdivision
c. Type of bridge (construction material):
Wooden Pedestrian Bridge 8' wide BRIDGE #2
e. (i) Will proposed bridge replace an existing bridge? ®Yes ONO
If yes,
(ii) Length of existing bridge,
(iii) Width of existing bridge:
(iv) Navigation clearance underneath existing bridge
(v) Will all, or a part of, the existing bridge be removed?
(Explain)
9• Length of proposed bridge- 400'
i Will the proposed bridge affect existing water flow? []Yes ONO
If yes, explain
d Water depth at the proposed crossing at NLW or NWL.
< 12 inches NWL
f. (i) Will proposed bridge replace an existing culvert? OYes ONO
If yes,
(ii) Length of existing culvert:
(iii) Width of existing culvert:
(iv) Height of the top of the existing culvert above the NHW or
NWL
(v) Will all, or a part of, the existing culvert be removed?
(Explain)
h. Width of proposed bridge: 8'
j Will the proposed bridge affect navigation by reducing or
increasing the existing navigable opening? ❑Yes ONO
If yes, explain
k Navigation clearance underneath proposed bridge. N/A I. Have you contacted the U.S. Coast Guard concerning their
approval? []Yes ONO
If yes, explain:
m. Will the proposed bridge cross wetlands containing no navigable n. Height of proposed bridge above wetlands: 36"
waters? ®Yes []No
If yes, explain: Bridge will cross wetlands before
transitioning to high ground
2. CULVERTS ®This section not applicable
a- Number of culverts proposed: b. Water body in which the culvert is to be placed.

c Type of culvert (construction material):
d (i) Will proposed culvert replace an existing bridge?
< Form continues on back>
[]Yes ONO
If yes,
(n) Length of existing bridge.
(iii) Width of existing bridge:
(iv) Navigation clearance underneath existing bridge: _
(v) Will all, or a part of, the existing bridge be removed?
(Explain)
f Length of proposed culvert.
h. Height of the top of the proposed culvert above the NHW or NWL.
j. Will the proposed culvert affect navigation by reducing r
increasing the existing navigable opening? []Yes []No
If yes, explain-
e (i) Will proposed culvert replace an existing culvert?
[jYes ❑No
If yes,
(ii) Length of existing culvert(s).
(iii) Width of existing culvert(s):
(iv) Height of the top of the existing culvert above the NHW or
NWL:
(v) Will all, or a part of, the existing culvert be removed?
(Explain)
9• Width of proposed culvert:
I Depth of culvert to be buried below existing bottom contour
k Will the proposed culvert affect existing water flow?
If yes, explain.
[]Yes []No
3. EXCAVATION and FILL ❑This section not applicable
a (i) Will the placement of the proposed bridge or culvert require any
excavation below the NHW or NWL? ❑Yes ®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:
(v) Amount of material to be excavated in cubic yards.
c (i) Will the placement of the proposed bridge or culvert require any
high - ground excavation? ®Yes ❑No
If yes,
(ii) Avg. length of area to be excavated: 6'
(iii) Avg width of area to be excavated: 9'
(iv) Avg. depth of area to be excavated. 11"
(v) Amount of material to be excavated in cubic yams: 2
b. (i) Will the placement of the proposed bridge or culvert require any
excavation within coastal wetlands/marsh (CW), submerged
aquatic vegetation (SAV), shell bottom (SB), or other wetlands
(WL)? If any boxes are checked,'provide the number of square
feet affected
❑CW ❑SAV ❑SB
OWL ®None
(ii) Describe the purpose of the excavation in these areas:
To transition from the concrete pathway to elevated
bridges will require excavation to install the girders and
joists.

d If the placement of the bridge or culvert involves any excavation, please complete the following:
(i) Location of the spoil disposal area: Material will be used within the project for imported fill materials. No disposal site will be
needed.
(ii) Dimensions of the spoil disposal area:
(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? ❑Yes ❑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 ❑WL ❑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
fill (other than excavated material described in Item d above) to
be placed below NHW or NWL? []Yes ®No
If yes,
(ii) Avg. length of area to be filled:
(iii) Avg width of area to be filled:
(iv) Purpose of fill
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 ®No
If yes,
(ii) Avg. length of area to be filled -
(iii) Avg. width of area to be filled:
(iv) Purpose of fill-
4. GENERAL
a Will the proposed project require the relocation of any existing
utility lines? []Yes ®No
If yes, explain
if this portion of the proposed project has already received
approval from local authorities, please attach a copy of the
approval or certification.
(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 within coastal wetlands/marsh (CW), submerged
aquatic vegetation (SAV), shell bottom (SB), or other wetlands
(WL}? If any boxes are checked, provide the number of square
feet affected.
❑CW ❑SAV ❑SB
OWL ®None
(ii) Describe the purpose of the excavation in these areas.
b. Will the proposed project require the construction of any temporary
detour structures? ❑Yes ®No
If yes, explain
< Form continues on back>

PG 7- a`L C3 j LrWNP`°5 s "u' v a ifl veQs, Pog'e 4 of 41
Will the proposed project require any work channels?
(DYes ®No
If yes, complete Form DCM -MP -2.
e What type of construction equipment will be used (for example,
dragline, backhoe, or hydraulic dredge)?
Pile auger and jet to install pilings. Carpentry equipment to
construct elevated sections to include saws, air nailers,
drills, routers. sanders. Electrical generattor and air
compressors.
g. Will the placement of the proposed bridge or culvert re uire an
shoreline stabilization? aYes an
If yes, complete form MP -2, Section 3 for Shoreline
Stabilization only.
October 4, 2012
Date
Outer Banks National Scenic Byway
NCDOT STIP No. S -5104
Pathways in Rodanthe,Waves, Salvo and Avon
Hatteras Island, Dare County, North Carolina
Project Name
Robert 00 en
Appli n - -- - - - - - -- - - -
Applicant Signature
d How will excavated or fill material be kept on site and erosion
controlled?
Silt fence and other appropriate BMP measures will be
utilized thoughout the project. The disturbed areas will
be stabilized with coastal vegetation.
f. Will wetlands be crossed in transporting equipment to project site?
®Yes ®No
If yes, explain steps that will be taken to avoid or minimize
environmental impacts.

Fom IN NM
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:
❑Commercial ®PubliclGovemment ❑Private /Community
c. Type of bridge (construction material):
Wooden Pedestrian Bridge 8' wide BRIDGE #3
e. (i) Will proposed bridge replace an existing bridge? []Yes ®No
If yes,
(ii) Length of existing bridge:
(iii) Width of existing bridge:
(iv) Navigation clearance underneath existing bridge:
(v) Will all, or a part of, the existing bridge be removed?
(Explain)
9• Length of proposed bridge: 33U
b. Water body to be crossed by bridge
Northern arm of Brick Creek in Wind Over Waves
Subdivision
d Water depth at the proposed crossing at NLW or NWL
< 12 inches NWL
f (i) Will proposed bridge replace an existing culvert? ❑Yes ®No
If yes,
(ii) Length of existing culvert*
(iii) Width of existing culvert,
(iv) Height of the top of the existing culvert above the NHW or
NWL:
(v) Will all, or a part of, the existing culvert be removed?
(Explain)
h. Width of proposed bridge: 8'
i. Will the proposed bridge affect existing water flow? []Yes ®No j. Will the proposed bridge affect navigation by reducing or
If yes, explain- increasing the existing navigable opening? ❑Yes ®No
If yes, explain:
k. Navigation clearance underneath proposed bridge: N/A I. Have you contacted the U.S. Coast Guard concerning their
approval? ❑Yes ®No
If yes, explain,
m. Will the proposed bridge cross wetlands containing no navigable n. Height of proposed bridge above wetlands: 36"
waters? ®Yes []No
If yes, explain. Bridge will cross wetlands before
transitioning to high ground
2. CULVERTS ®This section not applicable
a• Number of culverts proposed: b. Water body in which the culvert is to be placed

F `i'tr 0CAP "AA P- 'Risd, e`_`-> _..nd '' ;Aa3+,`s'"tSp P %'S cge 2 of 4)
< Form continues on back>
c. Type of culvert (construction material):
d. (i) Will proposed culvert replace an existing bridge?
❑Yes ❑No
If yes,
(ii) Length of existing bridge
(iii) Width of existing bridge:
(iv) Navigation clearance underneath existing bridge.
(v) Will all, or a part of, the existing bridge be removed?
(Explain)
f. Length of proposed culvert•
h Height of the top of the proposed culvert above the NHW or NWL.
j. Will the proposed culvert affect navigation by reducin or
increasing the existing navigable opening? [JYes ❑No
If yes, explain:
e. (i) Will proposed culvert replace an existing culvert?
❑Yes ❑No
If yes,
(ii) Length of existing culvert(s):
(iii) Width of existing culvert(s):
(iv) Height of the top of the existing culvert above the NHW or
NWL-
(v) Will all, or a part of, the existing culvert be removed?
(Explain)
9• Width of proposed culvert-
1. Depth of culvert to be buried below existing bottom contour.
k Will the proposed culvert affect existing water flow?
❑Yes ❑No
If yes, explain:
3. EXCAVATION and FILL ❑ This section not applicable
a (i) Will the placement of the proposed bridge or culvert require any
excavation below the NHW or NWL? ❑Yes ®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:
(v) Amount of material to be excavated in cubic yards:
c. (i) Will the placement of the proposed bridge or culvert require any
high - ground excavation? ®Yes []No
If yes,
(ii) Avg. length of area to be excavated. 6'
(iii) Avg. width of area to be excavated: 9'
(iv) Avg. depth of area to be excavated: 11"
(v) Amount of material to be excavated in cubic yards: 2
b. (i) Will the placement of the proposed bridge or culvert require any
excavation within coastal wetlands/marsh (CW), submerged
aquatic vegetation (SAV), shell bottom (SIB), or other wetlands
(WL)? If any boxes are checked, provide the number of square
feet affected.
❑CW ❑SAV ❑SB
OWL ®None
(ii) Describe the purpose of the excavation in these areas:
To transition from the concrete pathway to elevated
bridges will require excavation to install the girders and
joists.

d. If the placement of the bridge or culvert involves any excavation, please complete the following.
(i) Location of the spoil disposal area: Material will be used within the project for imported fill materials. No disposal site will be
needed.
(ii) Dimensions of the spoil disposal area:
(iii) Do you claim title to the disposal area? []Yes ❑No (if no, attach a lettergranting permission from the owner.)
(iv) Will the disposal area be available for future maintenance? ❑Yes ❑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 ❑WL ❑SB ❑None
If any boxes are checked, give dimensions if different from (ii) above
(w) 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
fill (other than excavated material described in Item d above) to
be placed below NHW or NWL? []Yes ®No
If yes,
(ii) Avg. length of area to be filled:
(iii) Avg. width of area to be filled:
(iv) Purpose of fill-
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 ®No
If yes,
(ii) Avg. length of area to be filled -
(iii) Avg. wuith of area to be filled:
(iv) Purpose of fill:
4. GENERAL
a. Will the proposed project require the relocation of any existing
utility lines? ❑Yes ®No
If yes, explain:
If this portion of the proposed project has already received
approval from local authorities, please attach a copy of the
approval or certification.
(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 within coastal wetlands /marsh (CW), submerged
aquatic vegetation (SAV), shell bottom (SB), or other wetlands
(WL)? If any boxes are checked, provide the number of square
feet affected.
❑CW ❑SAV ❑SB
OWL ®None
pq Describe the purpose of the excavation in these areas
b. Will the proposed project require the construction of any temporary
detour structures? Oyes ®No
If yes, explain:
< Form continues on back>

Will the proposed project require any work channels?
[]Yes ®No
If yes, complete Form DCM -MP -2.
e. What type of construction equipment will be used (for example,
dragline, backhoe, or hydraulic dredge)?
Pile auger and jet to install pilings. Carpentry equipment to
construct elevated sections to include saws, air nailers,
drills, routers. sanders. Electrical generattor and air
compressors.
g. Will the placement of the proposed bridge or culvert wre an
shoreline stabilization? Yes �No
If yes, complete form MP-2, Section 3 for Shoreline
Stabilization only
October 4, 2012
Date
Outer Banks National Scenic Byway
NCDOT STIP No. S -5104
Pathways in Rodanthe,Waves, Salvo and Avon
Hatteras Island, Dare County, North Carolina
Project Name
Robert LA-!�
Appllca
Applicant Signature
How will excavated or fill material be kept on site and erosion
controlled?
Silt fence and other appropriate BMP measures will be
utilized thoughout the project. The disturbed areas will
be stabilized with coastal vegetation.
f. Will wetlands be crossed in transporting equipment to project site?
[3Yes ®No
If yes, explain steps that will be taken to avoid or minimize
environmental impacts.

Fem 099 EM
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*
❑Commercial ®PublictGovemment ❑Pnvate /Community
c. Type of bridge (construction material).
Wooden Pedestrian Bridge 8' wide BRIDGE #4
e (i) Will proposed bridge replace an existing bridge? []Yes ®No
If yes,
(ii) Length of existing bridge:
(iii) Width of existing bridge:
(iv) Navigation clearance underneath existing bridge:
(v) Will all, or a part of, the existing bridge be removed?
(Explain)
g• Length of proposed bridge: 90'
b. Water body to be crossed by bridge
Unnamed draiange tributary south of Lela Ct
d. Water depth at the proposed crossing at NLW or NWL
< 12 inches NWL
f. (i) Will proposed bridge replace an existing culvert? ❑Yes ®No
If yes,
(ii) Length of existing culvert
(iii) Width of existing culvert:
(iv) Height of the top of the existing culvert above the NHW or
NWL:
(v) Will all, or a part of, the existing culvert be removed?
(Explain)
h. Width of proposed bridge: 8'
i. Will the proposed bridge affect existing water flow? []Yes ®No I Will the proposed bridge affect navigation by reducing or
If yes, explain: increasing the existing navigable opening? ❑Yes ®No
If yes, explain
k Navigation clearance underneath proposed bridge, N/A
I Have you contacted the U.S Coast Guard concerning their
approval? []Yes ®No
If yes, explain
m. Will the proposed bridge cross wetlands containing no navigable n. Height of proposed bridge above wetlands: 36"
waters? ®Yes ❑No
If yes, explain: Bridge will cross wetlands before
transitioning to high ground
2. CULVERTS ®This section not applicable
a. Number of culverts proposed: b Water body in which the culvert is to be placed:

� x C "Mi AMP -:5 ai-a `N _ ;.°5, Page 2 of 41
c Type of culvert (construction material):
d (i) Will proposed culvert replace an existing bridge?
< Form continues on back>
❑Yes ❑No
If yes,
(ii) Length of existing bridge:
(iii) Width of existing bridge:
(iv) Navigation clearance underneath existing bridge: _
(v) Will all, or a part of, the existing bridge be removed?
(Explain)
f. Length of proposed culvert
h. Height of the top of the proposed culvert above the NHW or NWL.
Will the proposed culvert affect navigation by reducin or
increasing the existing navigable opening? LJYes []No
If yes, explain:
e (i) Will proposed culvert replace an existing culvert?
Oyes []No
If yes,
(ii) Length of existing culvert(s):
(iii) Width of existing culvert(s)
(iv) Height of the top of the existing culvert above the NHW or
NWL:
(v) Will all, or a part of, the existing culvert be removed?
(Explain)
g• Width of proposed culvert:
i. Depth of culvert to be buned below existing bottom contour
k. Will the proposed culvert affect existing water flow?
If yes, explain:
❑Yes ❑No
3. EXCAVATION and FILL ❑This section not applicable
a. (i) Will the placement of the proposed bridge or culvert require any
excavation below the NHW or NWL? []Yes ®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:
(v) Amount of material to be excavated in cubic yards:
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: 6'
(iii) Avg. width of area to be excavated: 9'
(iv) Avg. depth of area to be excavated: 11"
(v) Amount of material to be excavated in cubic yards: 2
b (i) Will the placement of the proposed bridge or culvert require any
excavation within coastal wetlandstmarsh (CW), submerged
aquatic vegetation (SAV), shell bottom (SB), or other wetlands
(WL)? If any boxes are checked, provide the number of square
feet affected.
❑CW ❑SAV ❑SB
OWL ®None
(i) Describe the purpose of the excavation in these areas:
To transition from the concrete pathway to elevated
bridges will require excavation to install the girders and
joists.

d. If the placement of the bridge or culvert involves any excavation, please complete the following
(i) Location of the spoil disposal area Material will be used within the project for imported fill materials. No disposal site will be
needed.
(ii) Dimensions of the spoil disposal area:
(iii) Do you claim title to the disposal area? ❑Yes []No (If no, attach a lettergranting permission from the owner.)
(iv) Will the disposal area be available for future maintenance? []Yes ❑No
(v) Does the disposal area include any coastal wetlandsimarsh (CW), submerged aquatic vegetation (SAVs), other wetlands (WL), or shell
bottom (SB)?
❑CW ❑SAV ❑WL ❑SB []None
If any boxes are checked, give dimensions d 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
fill (other than excavated material described in Item d above) to
be placed below NHW or NWL? ❑Yes ®No
If yes,
(h) Avg. length of area to be filled:
(iii) Avg. width of area to be filled -
(iv) Purpose of fill-
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 ®No
If yes,
(ii) Avg. length of area to be filled:
(iii) Avg. width of area to be filled:
(iv) Purpose of fill
4. GENERAL
a Will the proposed project require the relocation of any existing
utility lines? ❑Yes ®No
If yes, explain:
If this portion of the proposed project has already received
approval from local authorities, please attach a copy of the
approval or certification.
(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 within coastal wetlands /marsh (CW), submerged
aquatic vegetation (SAV), shell bottom (SB), or other wetlands
(WL)? If any boxes are checked, provide the number of square
feet affected.
❑CW ❑SAV ❑SB
[]WL ®None
(ii) Describe the purpose of the excavation in these areas
b. Will the proposed project require the construction of an temporary
detour structures? any ®No
If yes, explain:
< Form continues on back>

Will the proposed project require any work channels?
0Yes ®No
If yes, complete Form DCM -MP -2.
e. What type of construction equipment will be used (for example,
dragline, backhoe, or hydraulic dredge)?
Pile auger and jet to install pilings. Carpentry equipment to
construct elevated sections to include saws, air nailers,
drills, routers sanders. Electrical generattor and air
compressors.
g Will the placement of the proposed bridge or culvert req ny uire a
shoreline stabilization? ®Yes No
If yes, complete form MP -2, Section 3 for Shoreline
Stabilization only
October 4, 2012
Date
Outer Banks National Scenic Byway
NCDOT STIP No. S -5104
Pathways in Rodanthe,Waves, Salvo and Avon
Hatteras Island, Dare County, North Carolina
Project Name
Robert L. _
Applica e
Applicant Signature
d. How will excavated or fill material be kept on site and erosion
controlled?
Silt fence and other appropriate BMP measures will be
utilized thoughout the project. The disturbed areas will
be stabilized with coastal vegetation
f. Will wetlands be crossed in transporting equipment to project site?
❑Yes ®No
If yes, explain steps that will be taken to avoid or minimize
environmental impacts

S
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:
❑Commercial ®Public/Govemment ❑Private /Community
c. Type of bridge (construction material)
Wooden Pedestrian Bridge 8' wide with cantilevered
benches and ADA compliant viewing areas. BRIDGE #5
e. (i) Will proposed bridge replace an existing bridge? ❑Yes ®No
If yes,
(i) Length of existing bridge-
(iii) Width of existing bridge:
(iv) Navigation clearance underneath existing bridge:
(v) Will all, or a part of, the existing bridge be removed?
(Explain)
9. Length of proposed bridge: 105'
b. Water body to be crossed by bridge
Unnamed creek near Camp Hatteras Campground
d. Water depth at the proposed crossing at NLW or NWL -
2' NWL
f (i) Will proposed bridge replace an existing culvert? ❑Yes ®No
If yes,
(i) Length of existing culvert.
(iii) Width of existing culvert:
(iv) Height of the top of the existing culvert above the NHW or
NWL:
(v) Will all, or a part of, the existing culvert be removed?
(Explain)
h. Width of proposed bridge 8'
i. Will the proposed bridge affect existing water flow? []Yes ®No i Will the proposed bridge affect navigation by reducing or
If yes, explain- increasing the existing navigable opening? ❑Yes ®No
If yes, explain.
k• Navigation clearance underneath proposed bridge: 36"
I. Have you contacted the U.S. Coast Guard concerning their
approval? []Yes ®No
If yes, explain
m. Will the proposed bridge cross wetlands containing no navigable n. Height of proposed bridge above wetlands: 36"
waters? ®Yes ❑No
If yes, explain: Bridge will cross wetlands before
transitioning to high ground
2. CULVERTS ®This section not applicable
a. Number of culverts proposed- b. Water body in which the culvert is to be placed-

Tali COCI 9 AAF-5 tsr e: ; 3 m, -. `age 2 of 4)
< Form continues on back>
c. Type of culvert (construction material)*
d (i) Will proposed culvert replace an existing bridge?
❑Yes [:]No
If yes,
(ii) Length of existing bridge-
(iii) Width of existing bridge:
(iv) Navigation clearance underneath existing bridge:
(v) Will all, or a part of, the existing bridge be removed?
(Explain)
f• Length of proposed culvert.
h. Height of the top of the proposed culvert above the NHW or NWL
j. Will the proposed culvert affect navigation by reducin or
increasing the existing navigable opening? BYes []No
If yes, explain:
e (i) Will proposed culvert replace an existing culvert?
OYes []No
If yes,
(ii) Length of existing culverts)
(iii) Width of existing culvert(s):
(iv) Height of the top of the existing culvert above the NHW or
NWL:
(v) Will all, or a part of, the existing culvert be removed?
(Explain)
9 Width of proposed culvert:
i. Depth of culvert to be buried below existing bottom contour
k. Will the proposed culvert affect existing water flow?
If yes, explain.
[]Yes ONO
3. EXCAVATION and FILL [I This section not applicable
a. (i) Will the placement of the proposed bridge or culvert require any
excavation below the NHW or NWL? []Yes MNo
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:
(v) Amount of material to be excavated in cubic yards:
c. (i) Will the placement of the proposed bridge or culvert require any
high - ground excavation? ®Yes ONo
If yes,
(ii) Avg. length of area to be excavated: 6'
(iii) Avg. width of area to be excavated: 9'
(iv) Avg. depth of area to be excavated: 11"
(v) Amount of material to be excavated in cubic yards: 2
b. (i) Will the placement of the proposed bridge or culvert require any
excavation within coastal wetlandstmarsh (CW), submerged
aquatic vegetation (SAV), shell bottom (SB), or other wetlands
(WL)? If any boxes are checked, provide the number of square
feet affected.
❑CW OSAV ❑SB
OWL ®None
(ii) Describe the purpose of the excavation in these areas
To transition from the concrete pathway to elevated
bndges will require excavation to install the girders and
joists.

s 3 m CA'' rt: *'a',a` ►'a"i .r_ r :5z _4e 3 of 4)
d. If the placement of the bridge or culvert involves any excavation, please complete the following:
(i) Location of the spoil disposal area: Material will be used within the project for imported fill materials. No disposal site will be
needed.
(ii) Dimensions of the spoil disposal area:
(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? ❑Yes ❑No
(v) Does the disposal area include any coastal wetlandsimarsh (CW), submerged aquatic vegetation (SAVs), other wetlands (WL), or shell
bottom (SB)?
❑CW ❑SAV ❑WL ❑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 (►i) above.
e. (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 below NHW or NWL? []Yes ONo
If yes,
(h) Avg. length of area to be filled:
(iii) Avg. width of area to be filled.
(iv) Purpose of fill-
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 ®No
If yes,
(ii) Avg. length of area to be filled:
(iii) Avg. width of area to be filled.
(iv) Purpose of fill.
4. GENERAL
a. Will the proposed project require the relocation of any existing
utility Ines? ❑Yes ®No
If yes, explain:
If this portion of the proposed project has already received
approval from local authorities, please attach a copy of the
approval or certification.
(►) 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 within coastal wetlands /marsh (CW), submerged
aquatic vegetation (SAV), shell bottom (SB), or other wetlands
(WL)? If any boxes are checked, provide the number of square
feet affected.
❑m ❑SAV ❑SB
OWL ®None
(ii) Describe the purpose of the excavation in these areas-
b. Will the proposed project require the construction of any temporary
detour structures? ❑Yes ®No
If yes, explain
< Form continues on back>

5j'C ,! j5f$P->5 x -` a ? . an ci '.z, . -' i':x c3 4"
0
c. Will the proposed project require any work channels?
[]Yes ONo
If yes, complete Form DCM -MP -2.
e. What type of construction equipment will be used (for example,
dragline, backhoe, or hydraulic dredge)?
Pile auger and jet to install pilings. Carpentry equipment to
construct elevated sections to include saws, air nailers,
drills, routers. sanders. Electrical generattor and air
compressors.
g. Will the placement of the proposed bridge or culvert re uire an
shoreline stabilization? Yes allo
ff yes, complete form MP -2, Section 3 for Shoreline
Stabilization only
October 4, 2012
Date
Outer Banks National Scenic Byway
NCDOT STIP No. S -5104
Pathways in Rodanthe,Waves, Salvo and Avon
Hatteras Island, Dare County, North Carolina
Project Name
ROb 'plIrt.putten
Ap lea
Applicant Signature
d How will excavated or fill material be kept on site and erosion
controlled?
Silt fence and other appropriate BMP measures will be
utilized thoughout the project. The disturbed areas will
be stabilized with coastal vegetation
f. Will wetlands be crossed in transporting equipment to project site?
[]Yes ®No
If yes, explain steps that will be taken to avoid or minimize
environmental impacts.

Fom 89N NM
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 ®PublictGovemment ❑Pnvate /Community Unnamed creek adjacent to 24702 NC 12, Rodanthe. NC
c. Type of bridge (construction material). d. Water depth at the proposed crossing at NLW or NWL
Wooden Pedestrian Bridge 8' wide with cantilevered 2' NWL
benches and ADA compliant viewing areas. BRIDGE #6
e. (i) Will proposed bridge replace an existing bridge? []Yes ONO
If yes,
(ii) Length of existing bridge:
(iii) Width of existing bridge:
(iv) Navigation clearance underneath existing bridge:
(v) Will all, or a part of, the existing bridge be removed?
(Explain)
9• Length of proposed bridge- 100'
f. (i) Will proposed bridge replace an existing culvert? ❑Yes ONO
If yes,
(ii) Length of existing culvert,
(iii) Width of existing culvert.
(iv) Height of the top of the existing culvert above the NHW or
NWL:
(v) Will all, or a part of, the existing culvert be removed?
(Explain)
h. Width of proposed bridge: 8'
i. Will the proposed bridge affect existing water flow? ❑Yes ONO j Will the proposed bridge affect navigation by reducin or
If yes, explain.
increasing the existing navigable opening? HYes ®No
If yes, explain:
k. Navigation clearance underneath proposed bridge- 36"
I. Have you contacted the U.S. Coast Guard concerning their
approval? []Yes ONO
If yes, explain
m. Will the proposed bridge cross wetlands containing no navigable n. Height of proposed bridge above wetlands: 36"
waters? ®Yes ❑No
If yes, explain: Bridge will cross wetlands before
transitioning to high ground
2. CULVERTS ®This section not applicable
a. Number of culverts proposed: b. Water body in which the culvert is to be placed

9
CAR3 " "— —a.. i' "_2+- ��.g' -u�'. ;, �a:1i.� '�, a %n �,a sm r°':.5 �s'?S�',� � ��' �;
< Form continues on back>
c. Type of culvert (construction material).
d (i) Will proposed culvert replace an existing bridge?
❑Yes ❑No
If yes,
(ii) Length of existing bridge,
(iii) Width of existing bridge:
(iv) Navigation clearance underneath existing bridge.
(v) Will all, or a part of, the existing bridge be removed?
(Explain)
f. Length of proposed culvert:
h. Height of the top of the proposed culvert above the NHW or NWL.
j. Will the proposed culvert affect navigation by reducing or
increasing the existing navigable opening? OYes ❑No
If yes, explain:
e. (i) Will proposed culvert replace an existing culvert?
Oyes ONO
If yes,
(ii) Length of existing culvert(s)
(iii) Width of existing culvert(s):
(iv) Height of the top of the existing culvert above the NHW or
NWL:
(v) Will all, or a part of, the existing culvert be removed?
(Explain)
9 Width of proposed culvert
i Depth of culvert to be buried below existing bottom contour
k. Will the proposed culvert affect existing water flow?
If yes, explain:
❑Yes ❑No
3. EXCAVATION and FILL ❑This section not applicable
a (i) Will the placement of the proposed bridge or culvert require any
excavation below the NHW or NWL? ❑Yes ®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.
(v) Amount of material to be excavated in cubic yards,
c. (i) Will the placement of the proposed bridge or culvert require any
high - ground excavation? ®Yes ❑No
If yes,
(ii) Avg. length of area to be excavated- 6'
(iii) Avg. width of area to be excavated: 9'
(iv) Avg. depth of area to be excavated: 11"
(v) Amount of material to be excavated in cubic yards: 2
b (i) Will the placement of the proposed bridge or culvert require any
excavation within coastal wetlands/marsh (CW), submerged
aquatic vegetation (SAV), shell bottom (SB), or other wetlands
(WL)? If any boxes are checked, provide the number of square
feet affected.
❑CW ❑SAV ❑SB
OWL ®None
(ii) Describe the purpose of the excavation in these areas-
To transition from the concrete pathway to elevated
bridges will require excavation to install the girders and
joists.

< a5` 5 t 9Rf" �MgP F-5. (xt , -5 c id C,-o'aie zs, jP i 3 of 4)
d. If the placement of the bridge or culvert involves any excavation, please complete the following:
(i) Location of the spoil disposal area: Material will be used within the project for imported fill materials. No disposal site will be
needed.
(►i) Dimensions of the spoil disposal area.
(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? []Yes []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 ❑WL ❑SB [)None
If any boxes are checked, give dimensions if different from (u) 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
fill (other than excavated material described in Item d above) to
be placed below NHW or NWL? []Yes ®No
If yes,
(ii) Avg. length of area to be filled:
(iii) Avg width of area to be filled:
(iv) Purpose of fill:
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 ®No
If yes,
(ii) Avg. length of area to be filled:
(iii) Avg. width of area to be filled.
(iv) Purpose of fill:
4. GENERAL
a Will the proposed project require the relocation of any existing
utility lines? ❑Yes ®No
If yes, explain:
If this portion of the proposed project has already received
approval from local authorities, please attach a copy of the
approval or certification
(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 within coastal wetlands /marsh (CW), submerged
aquatic vegetation (SAV), shell bottom (SB), or other wetlands
(WL)? If any boxes are checked, provide the number of square
feet affected.
❑CW ❑SAV ❑SB
OWL ®None
(ii) Describe the purpose of the excavation in these areas*
b. Will the proposed protect require the construction of any temporary
detour structures? ❑Yes ®No
If yes, explain.
< Form continues on back>

0
Will the proposed project require any work channels?
®Yes ONo
If yes, complete Form DCM -MP -2.
e What type of construction equipment will be used (for example,
dragline, backhoe, or hydraulic dredge)?
Pile auger and jet to install pilings. Carpentry equipment to
construct elevated sections to include saws, air nailers,
drills, routers. sanders. Electrical generattor and air
compressors.
g. Will the placement of the proposed bridge or culvert uire an
shoreline stabilization? raYes allo
if yes, complete form MP -2, Section 3 for Shoreline
Stabilization only.
October 4, 2012
Date
Outer Banks National Scenic Byway
NCDOT STIP No. S -5104
Pathways in Rodanthe,Waves, Salvo and Avon
Hatteras Island, Dare County, North Carolina
Project Nam
Robert 0
Applica e
Applicant Signature
How will excavated or fill material be kept on site and erosion
controlled?
Silt fence and other appropriate BMP measures will be
utilized thoughout the project. The disturbed areas will
be stabilized with coastal vegetation.
f. Will wetlands be crossed in transporting equipment to project site?
[]Yes ®No
If yes, explain steps that will be taken to avoid or minimize
environmental impacts.

N.C. DIVISION OF COASTAL MANAGEMENT
AGENT AUTHORIZATION FORM
Date
Name of Property Owner Applying for Permit:
v
Mailing Address:
'?o Iry
I certify that I have authorized (agent) n h4 cw Oecrk to act on my
Lj
behalf, for the purpose of applying for and obtaining all CAMA Permits necessary to
1 f _ .
install or construct (activity)
at (my property located at)
This certification is valid thru (date)
Property Owner Signature Date

October 8, 2012
Mr. David Moye
Division of Coastal Management
NCDENR Division of Coastal Management
943 Washington Square Mall
Washington, NC 27889
RE: Outer Banks National Scenic Byway
NCDOT STIP — S-5105
Sidewalks in Rodanthe, Waves, Salvo & Avon, NC
Statement of Compliance with NCGS 113A 1 -10
Dear Mr. Moye:
This project is being designed and permitted to be in compliance with NCGS 113A 1 -10. The
project consists of approximately eight miles of five -foot side concrete sidewalks with some
elevated, wooden sections.
If I can provide any additional information, please do not hesitate to contact me.
cc: File
Mr. Robert Outten
Agent
Land Planning — Engineering — Environmental — Construction Management
P, 0. Box 3989, 115 W Saint Clair St., Kill Devil Hills, North Carolina 27948
North Carolina License No. C -1027
Phone: [phone] www,AlbemarleAssociates.com Fax: 252 - 441 -0965

1' Opp
. '�. COUNTY OF DARE
F Planning Department
P.O. Box 1000, Manteo, North Carolina 27954
October 8, 2012
To Whom It May Concern:
Manteo (252) 475 -5870
KDH Satellite. (252) 475 -5871
Buxton (252) 475 -5878
The proposed Outer Banks Scenic Byways sidewalk that is proposed for construction along NC
Hwy 12 on Hatteras Island is consistent with the policies of the 2009 Dare County Land Use
Plan. Attached Is a copy of Policy ICC #8 for the LUP which states the County's support of the
construction of sidewalks, bike paths and other walking jogging trails to provide a safe setting
and an alternative transportation route.
Sincerely
Donna Creef
Planning Director
LAND OF BEGINNINGS

Section Two Infrastructure Carrying Capacity
Policy iCC #7
Dare County encourages intergovernmental cooperation with the municipalities and Its
surrounding counties to study the transportation needs of Dare County and our region.
Policy )CC #B
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.
Policy ICC Pg
Dare County encourages the recordation of roads and streets as "publicly- dedicated"
improvements. Dare County shall not be responsible for maintaining or repairing privately
owned streets. The proposed layout of new subdivision streets shall be coordinated with the
existing road system of the surrounding area and where possible, existing principal streets shall
be extended.
Implementation Strategy:
1. Administer Street standards of Subdivision Ordinance for new subdivisions approved in
unincorporated Dare County. ( 2010 -2015)
Solid Waste
For the past several years, Dare County has participated in a solid waste authority with
other area governments. It Is anticipated that this arrangement will continue as long as It Is
economically feasible for Dare County to do so. Dare County continues to operate a voluntary
residential recycling program with recycling stations located throughout the County. In 2007,
the North Carolina General Assembly enacted legislation to require food service operations to
recycle all glass and aluminum used In their facilities. Dare County purchased a glass crushing
equipment to assist the local restaurants with this recycling mandate.
Another Issue identified by the Planning Board was the need for expanded programs of
hazardous waste collections by Dare County. Currently, the County conducts two large item
pick -ups in the spring and fall of each year. However, paint, used motor oil, and other
hazardous materials are not accepted during these pick -ups.
Policy ICC #10
Dare County will continue to participate In a regional solid waste authority. other alternatives
that are identified as more practicable or economical may be considered on a case -by -case
basis. Expanded programs far household hazardous materials disposal and recycling are
encouraged.
page 172

October 8, 2012
Renee Gledhill - Earley, Environmental Review Coordinator
State Historic Preservation Office
4617 Mail Service Center
Raleigh NC 27699 -4617
RE: Outer Banks National Scenic Byway
NCDOT STIP — S-5106
Sidewalks in Rodanthe, Waves, Salvo & Avon, NC
Submission of Architectural Survey and Project Information
Dear Ms. Gledhill - Earley:
Dare County and the Outer Banks National Scenic Byway Committee have obtained grant
funding to construct approximately eight miles of sidewalk in the Villages of Rodanthe, Waves,
Salvo and Avon, North Carolina. The sidewalk will promote safer travel in these areas. This
sidewalk project is proposed to be constructed entirely within the western NC 12 right -of -way,
on Dare County property, and within portions of the Cape Hatteras National Seashore. In the
Rodanthe, Waves, Salvo, areas, the pathway will begin at Myma Peters Road in Rodanthe, NC
and will end in the Salvo Day Use Area. In Avon, NC, the sidewalk will be constructed between
the northern sound access and the southern sound access encompassing the entire village of
Avon. There are six elevated portions of the pathway which are all located within the Rodanthe,
Waves & Salvo areas of the project. Three of these bridges, numbered 1, 5 & 6 cross narrow
creeks. These sections are planned to include some benches and ADA compliant viewing
areas.
The sidewalk is being constructed at grade with concrete and is planned to be five feet wide.
Where the sidewalk crosses creeks, and other areas of environmental concern, it will be eight
feet wide, elevated, and constructed of wood. Bridges numbered 1, 5 & 6 are planned to have a
12 -foot long section consisting of cantilevered benches at the mid -span on one side with an
ADA compliant observation area directly opposite the benches. The elevated portions of the
sidewalk will maintain a 36° clearance above coastal wetlands and a 24° clearance above
Section 404 wetlands. Where the pathway is within the Rodanthe Historic District (DR0604) it
will be entirely within the NC DOT right -of -way and will be constructed of concrete at the
existing grades. The total project area to be disturbed for the construction of this sidewalk is
Land Planning — Engineering — Environmental — Construction Management
P, 0. Box 3989, 115 W. Saint Clair St, Kill Devil Hills, North Carolina 27948
North Carolina License No. C -1027
Phone. [phone] www,AlbemarleAssoclates.com Fax: 252 - 441 -0965

Outer Banks National Scenic Byway
NCDOT STIP — S -5105
Sidewalks in Rodanthe, Waves, Salvo & Avon, NC
Submission of Architectural Survey and Project Information
October 8, 2012
Page 2 of 3
approximately fifteen acres (15 ac) assuming that the project will disturb approximately fifteen
feet (15') per linear foot of sidewalk.
The sidewalk construction will include clearing and grading operations along the route. The
construction activities will include concrete forming and placement, piling installations, elevated
wooden walkway construction, landscaping and some drainage improvements along the route.
Existing NCDOT drainage ditches and areas of environmental concern will be protected from
construction activities and sedimentation utilizing silt fencing, small check dams, sediment traps
and similar BMP measures. The disturbed areas are to be stabilized with coastal vegetation,
temporary straw matting, hydro seeding and other NCDENR recommended stabilization
techniques. Stormwater runoff from the sidewalk is being directed via sheet flow to the shoulder
areas of the sidewalk for vegetative filtration and infiltration into the adjacent soils. This sidewalk
project is scheduled to receive bids in January of 2013 and be completed not later than
Memorial Day 2013. The grant funding sources for this project are as follows:
Discretionary Scenic Byway $1,959,999.00 (80 %) Federal Funds
Non - Federal Match $ 490,001.00 (20 %) DC Tourist Bureau & Private Donations
Total Project Budget $ 2,450,000.00
The contacts for this project are as follows:
OWNER:
County of Dare
Mr. Robert Outten, County Manager
PO Box 1000
Manteo, NC 27954
252 -475 -5803 P
252 -473 -1817 F
outtenO— darenc.com
Outer Banks National Scenic Byway Committee
Mrs. Mary Helen Goodloe- Murphy, Chair
PO Box 147
Rodanthe, NC 27968
252 - 987 -1303 P
atmmhgmCaD-aol.com
ENGINEER
Albemarle & Associates, Ltd.
John M. DeLucia, PE Project Manager
PO Box 3989
Kill Devil Hills, NC 27948
252 -441 -2113 P

Outer Banks National Scenic Byway
NCDOT STIP — S -5105
Sidewalks in Rodanthe, Waves, Salvo & Avon, NC
Submission of Architectural Survey and Project Information
October 8, 2012
Page 3 of 3
252 - 441 -0965 F
iohndna.albemarleassociates. com
Attached to this letter is a copy of the plans which shows the entire route and a vicinity map of
each section of the project. I have also included drawings at a larger scale where the sidewalk is
within the Historic District and where it passes the Rasmus Midgett (DR 0606) property. Also
attached is the Architectural Survey prepared by Coastal Carolina Research and copies of the
Quad maps for each area. This project has been submitted to the Division of Coastal
Management for review pursuant to a CAMA Major Development permit. Mr. David Moye, from
the Washington, NC Regional office is our Express Permit Coordinator (252) 948 -3852 should
you need to contact him.
Please do not hesitate to contact me if you require any additional information.
0
M. DeLucia, PE
at Manager
enc
cc: File
Mr. Robert Outten

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Engineering - EmAronmental - Land Plannin
115 West Saint Clair St. Phone: [phone]
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Kill Devil Hills, NC 27948 www.AibemarleAssociates.com
Certificate of Licensure No. C -1027
SHEET # DESCRIPTION
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Engineering - Envirccmental - Land Planning
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P.O. Box 3989 Fax: [phone]
Kill Devil Hills, NC 27948 www.AlbemarleAssociates.com
Certificate of Licensure No, C -1027
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5' CONCRETE PATHWAY
(UNLESS OTHERWISE
Ys" TOOLED RADIUS SPECIFIED)
EX. GRADE
1/4-/ FT.
(SEE NOTE 7) il�, 1 "/ FT. (TYP
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4" THICK (6" AT DRIVEWAYS)
/\ \ /\\/\\/\\ / \ \ / \ \ / \ \ / \� / \ / \ \ \ \ \ \jj FIBER REINFORCED CONCRETE
(UNLESS OTHERWISE SPECIFIED)
1 /2"
COMPACT EXISTING
SUBGRADE TO 95%
STANDARD PROCTOR
DENSITY
NOTES:
1. ALL CONCRETE SHALL BE 4,000 PSI, 4" THICK, UNLESS NOTED OTHERWISE. DRIVE APRONS AND PATHWAY AT DRIVEWAYS SHALL
BE 6" THICK CONCRETE SHALL BE PREPARED IN ACCORDANCE WITH ACI 211.', ACI 301 AND ASTM C94.
2. CONTROL JOINTS SHALL BE PLACED PERPENDICULAR TO THE EDGE OF PAVEMENT AT 5' SPACING. CONTROL JOINTS SHALL BE
SAWED.
3. EXPANSION JOINTS SHALL BE PLACED AT THE END OF EACH SECTION OF CONSTRUCTION INCLUDING THE LOCATIONS THAT
PAVEMENT ABUTS EXISTING PAVEMENT AND AT 30' INTERVALS. EXPANSION JOINT MATERIAL SHALL BE )z" THICK AND CONFORM TO
ASTM D 1751.
4. LONGITUDINAL SLOPE SHALL NOT EXCEED 5 %.
5. A BROOMED SURFACE FINISH SHALL BE PROVIDED UNLESS OTHERWISE APPRGiED BY THE OWNER.
6. TESTING SHALL BE PROVIDED BY THE CONTRACTOR.
7. REFER TO PLANS FOR SLOPE DIRECTION.
GRADE TO 4' 5' 4'
DRAIN
EX. GRAVEL OR
SOIL DRIVEWAY
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VARIES VARIES VARIES VARIES _ t4' PAVED
1' MIN. 5 SIDEWALK 6" MIN. DITCH (TYP• 6' - 12') SHOULDER TRAVEL LANE
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GENERAL NOTES:
1. THE MINIMUM WIDTH OF STANDARD CROSSWALKS IS 6'.
THE MINIMUM WIDTH OF HI- VISIBILITY CROSSWALKS IS
10 FEET.
2. CROSSWALKS SHOULD BE CENTERED TO THEIR
CORRESPONDING WHEELCHAIR RAMPS, BUT THEY SHALL
NOT BE SET WITHIN THE INTERSECTION AREA
ESTABLISHED BY BISECTING THE INTERSECTION RADII.
3. STOP BARS SHALL BE PLACED A MINIUMU OF 4 FEET
FROM NEAREST CROSSWALK LINE, BUT NOT WITHIN THE
AREA OF A WHEELCHAIR RAMP. STOP BARS SHOULD BE
PLACED PARALLEL TO CROSSWALK LINES, BUT MAY BE
PLACED PERPENDICULAR TO TRAVEL LANES.
4. PLACEMENT OF CROSSWALKS SHALL IN ALL CASES BE
COORDINATED WITH THE LOCATION OF PATHWAY.
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SIDEWALK
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24" WHITE CROSSWALK LINE=
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8" LINES WITH
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6- OF PAVEMENT
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1 3 3 1
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TYPICAL SWALE (REGRADED)
NOTE: EXISTING SWALE SLOPES EXCEEDING
3:1 SHALL NOT BE DISTURBED.
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NOTE: LINE COLOR SHALL BE AS FOLLOWS
ASPHALT: 8" WHITE
CONCRETE: 4" WHITE CENTERED WITHIN BLACK STRIP
8" WHITE
CROSSWALK LINES
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NTS

STRUCTURAL NOTES
1. WHERE A DETAIL IS SHOWN ON STRUCTURAL DRAWINGS FOR ONE CONDITION, IT
SHALL APPLY TO ALL SIMILAR OR LIKE CONDITIONS UNLESS NOTED JR SHOWN
OTHERWISE ON PLANS.
2. ALL ITEMS SHALL BE TIGHTLY ANCHORED OR ATTACHED SQUARE, PLUMB AND TRUE,
OR IN OTHER PLANES AND SHAPES AS SHOWN ON THE DRAWINGS. J03NTS SHALL
BE TIGHT, EVEN AND FREE OF OFFSETS. NO FIELD ALTERING OF ANY MEUBERS WILL
BE ALLOWED THAT WILL CAUSE THEM NOT TO BE IN ACCORDANCE WITH THE
DRAWINGS AND SPECIFICATIONS WITHOUT WRITTEN APPROVAL OF THE. PROJECT
ENGINEER.
3. IF THE CONTRACTOR FINDS A DIFFERENCE BETWEEN THESE DRAWINGS AN.) EXISTING
ELEVATIONS OR OTHER CONDITIONS THAT PROHIBIT EXECUTION OF THE WORK AS
DIRECTED IN THESE DRAWINGS, THE CONTACTOR SHALL NOTIFY THE ENGINEER
IMMEDIATELY.
4. TIMBER PILES SHALL BE A MINIMUM OF 2.5 CCA UC5B AND SHALL. MEET OR
EXCEED AWPA STANDARDS (C -18) FOR PRESERVATION TREATMENT AS APPLICABLE.
PILES SHALL ACHIEVE A MINIMUM OF XX' PENETRATION INTO SUITABLE SUBSURFACE
MATERIAL.
5. STRUCTURAL FRAMING BE #2 SYP, TREATMENT AS SHOWN, AND SHALL. MEET OR
EXCEED AWPA STANDARDS (UC4C) FOR PRESERVATION TREATMENT AS APPLICABLE.
6. DECKING SHALL BE #1 SYP, TREATMENT AS SHOWN, AND SHALL MEET OR EXCEED
AWPA STANDARDS (UC4B) FOR PRESERVATION TREATMENT AS APPLICABLE.
7. ALL CROSS BRACING SHALL BE #2 GRADE MATERIAL WITH A MINIMUM OF 2.5 CCA
UC513 (MOISTURE CONTENTS <19 %) AND SECURED WITH (2) 1 "0 HDG BOLTS IN
PRE - DRILLED HOLES.
8. ALL FASTENERS SHALL BE HIP -DIP ZINC COATED IN ACCORDANCE WITH ASTM A 153.
6x6 RAIL POSTS
4"
(4) 2 "x12" GIRDER
(2 EACH SIDE)
8 "0 (3) 1- HDG
PILES MARINE BOLTS
GIRDER CONNECTION DETAIL
NTS
8' -0"
PROVIDE HANDRAIL (BOTH SIDES)
WHERE NECESSARY PER ADA
REQUIREMENTS (> 5% SLOPE) Is 1
WHERE THE HANDRAIL TERMINATES AT ( 1
THE TOP OR BOTTOM OF A RAMP, IT 42"
SHALL EXTEND A MINIMUM OF 12" PAST
THE TOE /TOP OF THE RAMP. l
2 "x4" WOOD TIES WITH (6)
#12 NAILS
(TYPICAL ® INTERIOR STRINGERS)
4x8 CROSS
BRACING UC58
EACH BENT
2x8 CAP FASTE.14ED WITH (3)
12d NAILS AT EACH PILE &
AT 2' O.C. ALO'JG TOP RAIL (TYP)
2x4 (TYP) 8" MAXIMUM
HORIZONTAL GAP FASTENED WITH Y2" HDG
DOME HEAD BOLTS & 3" OGEE WASHERS
2x6 DECKING F:.ASTENED WITH 12d
(3 Y4 ") NAILS (I AT EACH STRINGER)
6x6 POST ® 6` O.C. MAX.
TOP OF WA!'_.KWAY
2 "00" JOISTS
12" O.C. UC48
(4) 2 "x12" GIR13D:ERS UC4B
TWO ON EACH SIDE OF PILING
W/ (3) 1 " HDG MARINE
BOLTS EACH Pi:LING (SEE DETAIL)
VARIES
(2) 3/4" HDG MARINE BC
® EACH CONNECTION
30' -8 "0 T:I'P CLASS B
TIMBER PL_:ING
ALL PILES TO BE TREATED
TO 2.5 CCA UCaB PER NC
BUILDING CODE ! ?RESCRIPTION
2x10 T.W. BENCH CAP
2x8 T.W. HORIZONTAL
SUPPORTS EVERY POST
2x8 T.W. VERTICAL
SUPPORTS ® 16" O.C.
2x6 T.W. HORIZONTAL TIES
® 16" O.C.
200 NAILER
CONTINUOUS AT BENCH
BOLT SUPPORT POSTS TO
END BAND W/2 - Y2" MARINE
GRADE BOLTS
SEE DETAIL FOR TYPICAL
PILING AND GIRDER
CONNECTIONS
6x6 T.W. SUPPORT TYPIrni a)" Reis
2 "x6" CAP RECESS
UPPER RAIL BETWEEN
o
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POSTS WHERE HANDRAIL IS
ELEVATED SECTION
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ADA OBSERVATION AREA DETAIL
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TYPICAL BENCH AND HANDICAP ACCESS
CONSTRUCTION
"
4.1(C)(6) -RAMP HANDRAILS
NTS
DARE COUNTY INTENDS TO CONSTRUCT A PEDESTRIAN WALKWAY SYSTEM ALONG THE WEST SIDE
1
SHALL BE 14" TO 1j" IN.
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THROUGHOUT THE VILLAGES OF RODANTHE, WAVES AND SALVO. THE SOUTHERN] PORTION
1"
WIDTH OR DIAMETER WITH THE
3U
SIDEWALKS 5' IN WIDTH AND ELEVATED WOOD WALKWAYS /BRIDGES 8' IN WIDT_ WITH SOME
64„
OUTSIDE FACE OF THE
HANDRAIL A MAXIMUM 34"
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BEGIN IN THE WINTER /SPRING OF 2013.
1„
72
FROM THE WALL OR BUILDING
FACE
THE NORTHERN PORTION OF THE PROJECT IS APPROXIMATELY 4.34 MILES ANC' THE SOUTHERN
2x4
PORTION IS APPROXIMATELY 3.70 MILES. FOR A TOTAL OF 8.04 MILES. DISTURBANCE SHALL BE
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MAINTAINED WITHIN 5' ON EITHER SIDE OF THE SIDEWALK (15' TOTAL) EXCEPT IN ISOLATED
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HANDRAIL 2" X 8" 34" MIN. TO 38"
co
THE CONSTRUCTION OF THE ELEVATED WALKWAYS IN WETLAND AREAS SHALL EI_ LIMITED TO THE
3„
MAX TO FINISHED RAMP WALKING
THE SIDEWALK ALIGNMENT HAS BEEN SELECTED TO MINIMIZE CONFLICTS WITH EXISTING UTILITIES
0
SURFACE ALL SURFACES ON HANDRAIL
0
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TO BE ROUTED AND SANDED
0
THE SITE IS PRIMARILY WITHIN THE NCDOT RIGHT -OF -WAY, WITH THE EXCEPT�JN OF
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ENCROACHMENTS INTO THE NATIONAL PARK SERVICE AND DARE COUNTY PROF RTY. THESE
8'
SFF
NOTES:
1. 6' POST SPACING FOR
HANDRAIL DETAIL
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NON -WIRE REINFORCED
Q
NTS
Ln
FENCE. 8' POST SPACING
DISTURBED AREAS ARE TO BE STABILIZED WITH TEMPORARY /PERMANENT VEGET TION ACCORDING
PERMITTED IF FENCE
CONTAINS REINFORCING
WIRE.
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2. 4' MINIMUM OVERLAP
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COROLLA DUCKSTON COMPLEX (CrB)
REQUIRED (ATTACHED AT
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NEWHAN COROLLA COMPLEX (NhC)
POSTS) WHEN JOINING
III. CONSTRIXTION SEQUENCE:
a
SECTIONS OF SILT FENCE.
IDENTIFY CAMA AND USACOE JURISDICTIONAL AREAS
3. SILT FENCE SHALL BE
PHASE OPEC
ATTACHED TO STEEL POSTS OF
3
INSTALL SILT FENCING ALONG UPLAND SIDE OF JURISDICTIONAL AREAS
INSTALL CHECK DAMS
SELECTIVELY REMOVE TREES AND SHRUBS TO CONSTRUCT SIDEWALKS AND ELEVATED WOOD WALKWAYS
WII REGOR PILASTIC TIES
Q
Y
IV. SEDIMENTATION EROSION CONTROL NOTES
1. PRIOR TO ANY LAND DISTURBING ACTIVITIES AND AFTER DELINEATION OF THE SIDEWALK
LOCATION AND JURISDICTIONAL AREAS, THE CONTRACTOR: SHALL SCHEDULE A
PRE - CLEARING MEETING ON THE SITE WITH THE CONSTRUCTIO(\l MANAGER.
2. PRIOR TO THE COMMENCEMENT OF ANY EXCAVATION, THE CONTRACTOR SHALL HAVE
THE APPROPRIATE UNDERGROUND UTILITIES LOCATED.
3. PRIOR TO COMMENCEMENT OF ANY LAND DISTURBING ACTIVITIES, EROSION AND
SEDIMENTATION CONTROL MEASURES IDENTIFIED ON THE EROSION AND SEDIMENT
CONTROL AND THIS PLAN SHALL BE INSTALLED IN ACCORDANCE WITH THE PROJECT
PLANS SPECIFICATIONS.
4. THE CONTRACTOR SHALL ENSURE THAT AREAS OUTSIDE C.F THE LIMITS OF LAND
DISTURBANCE AS WELL AS EXISTING IMPROVEMENTS SPECIFICALLY NOTED FOR
PROTECTION ARE NOT ADVERSELY IMPACTED BY ANY CLEARING .ACTIVITIES.
5. THE LIMITS OF LAND DISTURBANCE SHALL BE MAINTAINED AS NOTED UNLESS
OTHERWISE APPROVED. THE CONTRACTOR SHALL ENSURE THAT:' AREAS OUTSIDE OF THE
LIMITS OF LAND DISTURBING AS WELL AS TREES SPECIFICALLY NOTED FOR PROTECTION
ARE NOT ADVERSELY IMPACTED BY ANY CONSTRUCTION ACTIVITIES. ANY SPECIMEN
TREES DAMAGED SHALL BE REPLACED IN KIND.
6. EXPOSED SIDE SLOPES SHALL BE PLANTED OR PROVIDED WITH TEMPORARY GROUND
COVER SUFFICIENT TO CONTROL EROSION WITHIN 14 CALENDEIR DAYS (7 FOR SLOPES
STEEPER THAN 3H : 1V) OF THE COMPLETION OF ANY PHASE OF GRADING.
7. IF EXCESSIVE WIND EROSION OR STORM WATER RUNOFF DE,.'ELOPS DURING TIME OF
CONSTRUCTION IN ANY LOCATION ON THE PROJECT SITE, ACDITIONAL SAND OR SILT
FENCING SHALL BE INSTALLED AS DIRECTED BY ENGINEER, SEE SAND OR SILT FENCE
DETAIL.
8. SOIL EROSION AND SEDIMENTATION CONTROLS TO BE INSPIECTED, MAINTAINED AND
REPAIRED AS NECESSARY.
9. NO BURNING IS PERMITTED ON SITE.
10. NO BORROW PERMITTED FROM THE SITE.
11. ANY OFF -SITE MATERIAL USED FOR GRADING FILL SHALL BE OBTAINED FROM A
PERMITTED BORROW PIT.
12. EXISTING TOPOGRAPHIC INFORMATION BASED ON THE SURVE'� INFORMATION OBTAINED
BY McKIM AND CREED DURING APRIL AND AUGUST OF 2012.
STEEL POST
COMPACTED F L
WIRE REINFORCED SYNTHETIC _$
FIBRE JUTE MESH FILTER FABRIC
EXTENSION OF FILTER
FABRIC INTO THE TRENCH
DIRECTION OF FLOW - d
SL T FENCE DETA#_
NTS
APFFL 1- MAY 15
SPECIES RATE
K -31 FESCUE 3 LB /1000 SF
COMMON BERMUDAGRASS 1 LB /1000 SF
WINTER RYE GRAIN 3 LB /1000 SF
NOTE: DELETE RYE GRAIN IF OVERSEEDING ESTABLISHED RYE OR FESCUE.
DELETE FESCUE IF OVERSEEDING ESTABLISHED FESCUE.
MAY 115 - JULY ft PEMANENT 8®M
SPECIES RATE
K -31 FESCUE 3 LB /1000 SF
COMMON BERMUDAGRASS 1 LB /1000 SF
GERMAN MILLET 3 LB /1000 SF
NOTE: DELETE MILLET IF OVERSEEDING ESTABLISHED MILLET OR FESCUE.
DELETE FESCUE IF OVERSEEDING ESTABLISHED FESCUE.
AUCa W 115 t 19MMAW SEEM
SPECIES RATE
K -31 FESCUE 3 LB /1000 SF
WINTER RYE GRAIN 5 LB /1000 SF
APPLY LIME AND FERTILIZER ACCORDING TO SOIL TESTS, OR APPLY 500 LB
PER ACRE OF 10 -10 -10 FERTILIZER.
USE JUTE, EXCELSIOR MATTING OR OTHER EFFECTIVE CHANNEL LINING
MATERIAL TO COVER BOTTOM AND SIDES OF SWALES. ANCHOR MATTING
PER MANUFACTURERS RECOMMENDATIONS. HYDROSEEDING IS ALSO AN
ACCEPTABLE METHOD OF TEMPORARY STABILIZATION.
A MINIMUM OF 3 WEEKS IS REQUIRED TO FOR ESTABLISHMENT. INSPECT
AND REPAIR MULCH FREQUENTLY. FERTILIZE THE FOLLOWING SPRING
WITH 50 LB/ ACRE NITROGEN.
TRAFFIC RAT
REIP..
FRAME SHALL BE BICYCLE SAFE
IF LOCATED IN SIDEWALK OR
PATHWAY. COORDINATE OPENING
WITH NCDOT 840.14.
2x4 T.W. HORIZONTAL
RAILS (4" MAX. SPACE
BETWEEN)
2x4 T.W. NAILERS
® 16" O.C.
200 T.W. DECK JOISTS
® 16" O.C.
r: r
r
I _ L f F
J
EX. GRADE
2x12 GIRDERS COUPLE NEW SECTION OF
EACH SIDE OF PILE PIPE TO EX. PIPE WITH
HUGGER BAND AND GASKET
I
TIE LOGS TOGETHER
IF MULTIPLE LOGS
ARE NEEDED
A -A
Y
TEMPORARY EXCAVATION AS
NEEDED TO PROVIDE ACCESS
TO BANDING LIMITS
'y /
BUTT NEW SECTION OF BCCMP
TO CUT END OF EX. PIPE EX. CMP CULVERT
(DO NOT EXTEND PIPE BEYOND EX. CUT PIPE 6" BEYOND LIMITS
LIMITS UNLESS NOTED TO EXTEND) OF SEVERE CORROSION
REMOVE AND REPLACE END OF CMP CULVERT
NTS
STRAW BALE(S)
Y
PLAN
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VARIES
•d '
VARIES
(SEE PLANS)
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SECTION X -X
DIRECTION
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,; /
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EXISTING DITCH
18 COIR LOG
p
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>TRAW BALE(S)
TOP OF BANK
A
PLAN VIEW
B BOTTOM OF BANK
TOP OF BANK
9" MIEN -- - 1- -
i
r STRAW BALE(S)
TBOTTOM OF BANK
4 " -6"
36" WOOD STAKE
CAD 4' O.C.
B -B
PRECAST FMOVRCED CON09OF C"IDROiP KET AV
1. USE 4,000 PSI CLASS CONCRETE THROUGHOUT WITH REINFORCEMENT PER
NCDOT 840.4:5. STRUCTURE SHALL COMPLY WITH ASTM C913
2. PROVIDE ALL DROP INLETS OVER 3' -6" IN DEPTH WITH STEPS 16" ON CENTER.
X USE STEPS WHICH COMPLY WITH STD. DRAWING 840.66.
3. MAXIMUM DEPTH IS LIMITED TO 10' FOR WAFFLE BOXES.
4. CONSTRUCT WITH PIPE INVERTS AS INDICATED ON PLANS.
5. REFER TO NCDOT STD. DWG. 840.02 AND 840.14 FOR BOX DIMENSIONS.
6. PROTECT DRAINAGE INLETS FROM SEDIMENTATION USING SILT FENCE UNTIL
STABILIZATION IS COMPLETE.
-RIM ELEVATION -
STD. 840.16 FRAME
& GRATE
SEE PLANS
NCDOT PRECAST DRAINAGE
STRUCTURE ( NCDOT 840.45)
P4. ,
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SECTION Y -Y
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DARE COUNTY INTENDS TO CONSTRUCT A PEDESTRIAN WALKWAY SYSTEM ALONG THE WEST SIDE
m yNQ O
OF NC 12 ON HATTERAS ISLAND. THE NORTHERN PORTION OF THE SYSTEM EXTENDS
ol
THROUGHOUT THE VILLAGES OF RODANTHE, WAVES AND SALVO. THE SOUTHERN] PORTION
0 CL
EXTENDS THROUGHOUT THE VILLAGE OF AVON. THE CONSTRUCTION CONSISTS OF CONCRETE
3U
SIDEWALKS 5' IN WIDTH AND ELEVATED WOOD WALKWAYS /BRIDGES 8' IN WIDT_ WITH SOME
w
BENCHES AND ADA ACCESS FEATURES EXTENDING BEYOND 8'. CONSTRUCTION IS SCHEDULED TO
o
BEGIN IN THE WINTER /SPRING OF 2013.
N
THE NORTHERN PORTION OF THE PROJECT IS APPROXIMATELY 4.34 MILES ANC' THE SOUTHERN
PORTION IS APPROXIMATELY 3.70 MILES. FOR A TOTAL OF 8.04 MILES. DISTURBANCE SHALL BE
Lo
MAINTAINED WITHIN 5' ON EITHER SIDE OF THE SIDEWALK (15' TOTAL) EXCEPT IN ISOLATED
o
AREAS WHERE SWALE RE- GRADING IS REQUIRED (AS SHOWN ON PLANS). DISTURBANCE FOR
co
THE CONSTRUCTION OF THE ELEVATED WALKWAYS IN WETLAND AREAS SHALL EI_ LIMITED TO THE
INSTALLATION OF PILINGS AND FRAMING. APPROXIMATELY 14.6 ACRES ARE TO BE DISTURBED.
THE SIDEWALK ALIGNMENT HAS BEEN SELECTED TO MINIMIZE CONFLICTS WITH EXISTING UTILITIES
0
AND VEGETATION.
0
c
0
THE SITE IS PRIMARILY WITHIN THE NCDOT RIGHT -OF -WAY, WITH THE EXCEPT�JN OF
Q
ENCROACHMENTS INTO THE NATIONAL PARK SERVICE AND DARE COUNTY PROF RTY. THESE
ENCROACHMENTS OCCUR AT THE NORTH END OF SALVO AND THE NORTH AND SOUTH ENDS OF
AVON, WHERE NCDOT R/W ENDS AND ALL LANDS ARE OWNED BY THE NATIONAL PARK SERVICE.
N
THE NPS HAS BEEN INVOLVED IN THE DESIGN PROCESS AND IS GRANTING PE1?MISSION FOR
Q
THE SIDEWALK. THE SIDEWALK ALSO ENCROACHES INTO THE DARE COUNTY Wr', -ER TOWER SITE
Ln
IN RODANTHE. TOPOGRAPHY IS LEVEL AND THE SOILS ARE SANDY.
DISTURBED AREAS ARE TO BE STABILIZED WITH TEMPORARY /PERMANENT VEGET TION ACCORDING
TO THE SEQUENCE OF CONSTRUCTION.
II. SOILS
UPLAND SOIL TYPES AS MAPPED IN THE SOIL SURVEY OF DARE COUNTY:
m
COROLLA FINE SAND (CoB)
Q
COROLLA DUCKSTON COMPLEX (CrB)
DUCKSTON FINE SAND (DtA)
c
NEWHAN COROLLA COMPLEX (NhC)
III. CONSTRIXTION SEQUENCE:
a
OBTAIN PLAN APPROVAL
IDENTIFY CAMA AND USACOE JURISDICTIONAL AREAS
HOLD PRE - CONSTRUCTION MEETING
PHASE OPEC
FLAG OR STAKE WORK ALIGNMENT FOR SECTION TO BE CONSTRUCTED (1,500 FT MAXIMUM SEGMENT)
INSTALL SILT FENCING ALONG UPLAND SIDE OF JURISDICTIONAL AREAS
INSTALL CHECK DAMS
SELECTIVELY REMOVE TREES AND SHRUBS TO CONSTRUCT SIDEWALKS AND ELEVATED WOOD WALKWAYS
STRIP VEGETATION AND TOPSOIL ALONG PORTION OF SIDEWALK UNDER CONSTRUCTION
INSTALL CULVERTS, PLACE FILL MATERIAL CONSTRUCT SIDEWALK OR WALKWAY
o
STABILIZE WITH TEMPORARY PERMANENT VEGETATION
a
STABILIZATION SHALL OCCUR ONCE SECTIONS NO LONGER THAN 1,500 HAVE BEEN COMPLETED
�,
CONTINUE TO SEED, FERTILIZE AND WATER DISTURBED AREA TO STABILIZE
Q
Y
IV. SEDIMENTATION EROSION CONTROL NOTES
1. PRIOR TO ANY LAND DISTURBING ACTIVITIES AND AFTER DELINEATION OF THE SIDEWALK
LOCATION AND JURISDICTIONAL AREAS, THE CONTRACTOR: SHALL SCHEDULE A
PRE - CLEARING MEETING ON THE SITE WITH THE CONSTRUCTIO(\l MANAGER.
2. PRIOR TO THE COMMENCEMENT OF ANY EXCAVATION, THE CONTRACTOR SHALL HAVE
THE APPROPRIATE UNDERGROUND UTILITIES LOCATED.
3. PRIOR TO COMMENCEMENT OF ANY LAND DISTURBING ACTIVITIES, EROSION AND
SEDIMENTATION CONTROL MEASURES IDENTIFIED ON THE EROSION AND SEDIMENT
CONTROL AND THIS PLAN SHALL BE INSTALLED IN ACCORDANCE WITH THE PROJECT
PLANS SPECIFICATIONS.
4. THE CONTRACTOR SHALL ENSURE THAT AREAS OUTSIDE C.F THE LIMITS OF LAND
DISTURBANCE AS WELL AS EXISTING IMPROVEMENTS SPECIFICALLY NOTED FOR
PROTECTION ARE NOT ADVERSELY IMPACTED BY ANY CLEARING .ACTIVITIES.
5. THE LIMITS OF LAND DISTURBANCE SHALL BE MAINTAINED AS NOTED UNLESS
OTHERWISE APPROVED. THE CONTRACTOR SHALL ENSURE THAT:' AREAS OUTSIDE OF THE
LIMITS OF LAND DISTURBING AS WELL AS TREES SPECIFICALLY NOTED FOR PROTECTION
ARE NOT ADVERSELY IMPACTED BY ANY CONSTRUCTION ACTIVITIES. ANY SPECIMEN
TREES DAMAGED SHALL BE REPLACED IN KIND.
6. EXPOSED SIDE SLOPES SHALL BE PLANTED OR PROVIDED WITH TEMPORARY GROUND
COVER SUFFICIENT TO CONTROL EROSION WITHIN 14 CALENDEIR DAYS (7 FOR SLOPES
STEEPER THAN 3H : 1V) OF THE COMPLETION OF ANY PHASE OF GRADING.
7. IF EXCESSIVE WIND EROSION OR STORM WATER RUNOFF DE,.'ELOPS DURING TIME OF
CONSTRUCTION IN ANY LOCATION ON THE PROJECT SITE, ACDITIONAL SAND OR SILT
FENCING SHALL BE INSTALLED AS DIRECTED BY ENGINEER, SEE SAND OR SILT FENCE
DETAIL.
8. SOIL EROSION AND SEDIMENTATION CONTROLS TO BE INSPIECTED, MAINTAINED AND
REPAIRED AS NECESSARY.
9. NO BURNING IS PERMITTED ON SITE.
10. NO BORROW PERMITTED FROM THE SITE.
11. ANY OFF -SITE MATERIAL USED FOR GRADING FILL SHALL BE OBTAINED FROM A
PERMITTED BORROW PIT.
12. EXISTING TOPOGRAPHIC INFORMATION BASED ON THE SURVE'� INFORMATION OBTAINED
BY McKIM AND CREED DURING APRIL AND AUGUST OF 2012.
STEEL POST
COMPACTED F L
WIRE REINFORCED SYNTHETIC _$
FIBRE JUTE MESH FILTER FABRIC
EXTENSION OF FILTER
FABRIC INTO THE TRENCH
DIRECTION OF FLOW - d
SL T FENCE DETA#_
NTS
APFFL 1- MAY 15
SPECIES RATE
K -31 FESCUE 3 LB /1000 SF
COMMON BERMUDAGRASS 1 LB /1000 SF
WINTER RYE GRAIN 3 LB /1000 SF
NOTE: DELETE RYE GRAIN IF OVERSEEDING ESTABLISHED RYE OR FESCUE.
DELETE FESCUE IF OVERSEEDING ESTABLISHED FESCUE.
MAY 115 - JULY ft PEMANENT 8®M
SPECIES RATE
K -31 FESCUE 3 LB /1000 SF
COMMON BERMUDAGRASS 1 LB /1000 SF
GERMAN MILLET 3 LB /1000 SF
NOTE: DELETE MILLET IF OVERSEEDING ESTABLISHED MILLET OR FESCUE.
DELETE FESCUE IF OVERSEEDING ESTABLISHED FESCUE.
AUCa W 115 t 19MMAW SEEM
SPECIES RATE
K -31 FESCUE 3 LB /1000 SF
WINTER RYE GRAIN 5 LB /1000 SF
APPLY LIME AND FERTILIZER ACCORDING TO SOIL TESTS, OR APPLY 500 LB
PER ACRE OF 10 -10 -10 FERTILIZER.
USE JUTE, EXCELSIOR MATTING OR OTHER EFFECTIVE CHANNEL LINING
MATERIAL TO COVER BOTTOM AND SIDES OF SWALES. ANCHOR MATTING
PER MANUFACTURERS RECOMMENDATIONS. HYDROSEEDING IS ALSO AN
ACCEPTABLE METHOD OF TEMPORARY STABILIZATION.
A MINIMUM OF 3 WEEKS IS REQUIRED TO FOR ESTABLISHMENT. INSPECT
AND REPAIR MULCH FREQUENTLY. FERTILIZE THE FOLLOWING SPRING
WITH 50 LB/ ACRE NITROGEN.
TRAFFIC RAT
REIP..
FRAME SHALL BE BICYCLE SAFE
IF LOCATED IN SIDEWALK OR
PATHWAY. COORDINATE OPENING
WITH NCDOT 840.14.
2x4 T.W. HORIZONTAL
RAILS (4" MAX. SPACE
BETWEEN)
2x4 T.W. NAILERS
® 16" O.C.
200 T.W. DECK JOISTS
® 16" O.C.
r: r
r
I _ L f F
J
EX. GRADE
2x12 GIRDERS COUPLE NEW SECTION OF
EACH SIDE OF PILE PIPE TO EX. PIPE WITH
HUGGER BAND AND GASKET
I
TIE LOGS TOGETHER
IF MULTIPLE LOGS
ARE NEEDED
A -A
Y
TEMPORARY EXCAVATION AS
NEEDED TO PROVIDE ACCESS
TO BANDING LIMITS
'y /
BUTT NEW SECTION OF BCCMP
TO CUT END OF EX. PIPE EX. CMP CULVERT
(DO NOT EXTEND PIPE BEYOND EX. CUT PIPE 6" BEYOND LIMITS
LIMITS UNLESS NOTED TO EXTEND) OF SEVERE CORROSION
REMOVE AND REPLACE END OF CMP CULVERT
NTS
STRAW BALE(S)
Y
PLAN
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(SEE PLANS)
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SECTION X -X
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,; /
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p
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TOP OF BANK
A
PLAN VIEW
B BOTTOM OF BANK
TOP OF BANK
9" MIEN -- - 1- -
i
r STRAW BALE(S)
TBOTTOM OF BANK
4 " -6"
36" WOOD STAKE
CAD 4' O.C.
B -B
PRECAST FMOVRCED CON09OF C"IDROiP KET AV
1. USE 4,000 PSI CLASS CONCRETE THROUGHOUT WITH REINFORCEMENT PER
NCDOT 840.4:5. STRUCTURE SHALL COMPLY WITH ASTM C913
2. PROVIDE ALL DROP INLETS OVER 3' -6" IN DEPTH WITH STEPS 16" ON CENTER.
X USE STEPS WHICH COMPLY WITH STD. DRAWING 840.66.
3. MAXIMUM DEPTH IS LIMITED TO 10' FOR WAFFLE BOXES.
4. CONSTRUCT WITH PIPE INVERTS AS INDICATED ON PLANS.
5. REFER TO NCDOT STD. DWG. 840.02 AND 840.14 FOR BOX DIMENSIONS.
6. PROTECT DRAINAGE INLETS FROM SEDIMENTATION USING SILT FENCE UNTIL
STABILIZATION IS COMPLETE.
-RIM ELEVATION -
STD. 840.16 FRAME
& GRATE
SEE PLANS
NCDOT PRECAST DRAINAGE
STRUCTURE ( NCDOT 840.45)
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