20072114 Ver 1_Application_20071129

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North Carolina Department of Environment and Natural Resources ~'~'~`~~-~~
Division of Coastal Management
Michael F. Easley, Governor James H. Gregson, Director William G. Ross Jr., Secretary
November 20, 2007
MEMORANDUM:
TO: John Hennessy
Division of Water Quality, Raleigh
FROM: Doug Huggett
Major Permits Processing Coordinator
SUBJECT: CAMA/DREDGE & FILL Permit Application Review
Applicant: NC DOT
Project Location: Ocean Outfall #4 and #1 located in Nags Head, Dare Co.
Proposed Project: Repair ocean outfall
Please indicate below vour agencv's position or viewpoint on the proposed project and return this
form by Decemrber 12, 2007, to Cathy Brittingham, 1638 Mail Service Center, Raleigh, NC
27699-1638. If you have any questions regarding the proposed project, please contact Jim
Hoadley at [phone]. When appropriate, in-depth comments with supporting data are
requested.
REPLY: This agency has no objection to the project as proposed.
This agency has no comment on the proposed project.
This agency approves of the project only if the recommended changes are
incorporated. See attached.
This agency objects to the project for reasons described in the attached
comments.
SIGNED DATE
1367 U.S. 17 South, Elizabeth City, North Carolina 27909
Phone: [phone] FAX: [phone] Internet: www.nccoastalmanagement.net
An Equal Opportunity 1 Affirmative Action Employer - 50% Recycled 110% Post Consumer Paper

DIVISION OF COASTAL MANAGEMENT
FIELD INVESTIGATION REPORT
APPLICANT'S NAME: NC DOT
2
LOCATION OF PROJECT SITE: Ocean Outfall #1 and #4 located at Curlew St and
Conch St. in Nags Head, Dare Co.
Photo Index.- Ocean outfall #1 2006: N/A 2000: N/A 1995: 185-1929 (W9)
1989:1 42 - 30 (T7) 1984: 138 452 (D7) 1978: N/A
Ocean outfall #4 2006: N/A 2000: N/A 1995: 185-1929 (W18) 1989:1 42-30 (T16)
1984: 138-453 (D18) 1978: N/A
State Plane Coordinates - Outfall #1 X: 3134500 Y: 825400
Outfall #4 X: 3128000 Y: 823800
3. INVESTIGATION TYPE: CAMA and Dredge/Fill
4. INVESTIGATIVE PROCEDURE: Dates of Site Visit - 9/6/07
Was Applicant Present -yes
5. PROCESSING PROCEDURE: Application Received Complete - 11/5/07
Office -Elizabeth City
6. SITE DESCRIPTION:
(A) Local Land Use Plan -Kill Devil Hills
Land Classification From LUP -Developed
(B) AEC(s) Involved: Ocean Hazard
(C) Water Dependent: Yes
(D) Intended Use: Public
(E) Wastewater Treatment: Existing - N/A
Planned - N/A
(F) Type of Structures: Existing - Outfall pipe
Planned - Outfall pipe
(G) Estimated Annual Rate of Erosion: 2 feet per year
Source -erosion rate maps
7. HABITAT DESCRIPTION: [AREA]
DREDGED FILLED OTHER
(A) Vegetated Wetlands
(B) Non-Vegetated Wetlands
(C) Other/ High Ground I I I 1 acre for both
sites
(D) Total Area Disturbed: 2 acre
(E) Primary Nursery Area: No
(F) Water Classification: SB Open: No

NCDOT
Ocean Outfall #1 and #4
November 19, 2007
Page 2
8. PROJECT SUMMARY: The Department of Transportation proposes to replace
Ocean Outfall #1 and #4.
Field Investigation Report
Project Setting
The project site is Ocean Outfall #1 located at the Curlew St Beach access and Ocean Outfall #4
located at the Conch St Beach Access, in Nags Head, which feeds into the Atlantic Ocean, in Dare
County, as shown on the enclosed site map. The ocean outfall were constructed in early to mid
1980's and drains the catch basins located on NC 12 toward the ocean. The Ocean Outfall were
both constructed of 24" reinforced concrete pipe and supported by salt treated piles, connecting to
whalers and steel straps to hold the pipes in place. There is no riprap in or around the ocean
outfall. The Ocean Outfall have been damaged due to heavy wave action that has occurred over
the years since they were installed.
Land uses surrounding the ocean outfall consist of swimming, sunbathing, and fishing. The
parcels of land to the north and south of both sites are residential homes. There are no utilities
located with in the project area other than the ocean outfalls.
Atlantic Ocean is classified as coastal waters by agreement between the Marine Fisheries
Commission and Wildlife Resources Commission. The Division of Environmental Management's
water quality classification for the Atlantic Ocean is classified with SB (Primary Recreational,
aquatic life propagation and survival, fishing and wildlife). NCDOT would like to complete
repairs during the month of February while beach activity and turtle use of the beach is at a
minimum.
While there is no known archeological site within the project area, there are a number throughout
the county. Site Dr 23 (NR) is located within .5 mile from Ocean Outfall #4 and #1. There are no
known unique geological formations associated with this site.
Development Proposal
The North Carolina Department of Transportation (NCDOT) proposes to repair ocean outfall #1
and #4. Ocean outfall #1 is going to require approximately 32' of 24" pipe to be replaced and
outfall #4 is requiring approximately 40' of 24" pipe to be replaced. The outfalls will be held in to
place with salt treated piles, connecting whalers and steel straps as they were originally.

NCDOT
Ocean outfall #1 and #4
November 19, 2007
Page 3
According to the application replacement of the ocean outfall will be in compliance with the
NCDOT Best Management Practices (BMP) Manual. DOT will use the beach access for staging
and storage of their equipment and supplies. No demolition debris will be placed in water for later
removal. DOT would also like to use 280 feet of steel sheeting to be placed temporarily during the
construction period in order to make the repairs quickly at each site. Steel Sheeting will be driven
in by a vibratory hammer and will start near the mean high water mark just waterward of the
frontal dune and extend to wards the ocean and around the end of the proposed ocean outfall and
back around towards the dune approximately the same distance as the other side. DOT estimates
the repairs to take approximately 2 - 4 weeks depending on the working conditions.
There are no Coastal Wetlands within the project area. The entire work site consists of a sandy
beach and is seaward the frontal dune.
The total area of disturbance is approximately 1 acre (43560 sf) at each site
Anticipated Impacts
During the construction the beach access will be used as a staging area for supplies and equipment.
During the time frame of construction vehicular travel will impeded due to the placement of sheet
pile installed.
The proposed project could impact beach processes such as erosion and longshore transport, and
could represent an increased threat to the publics use of the ocean and beach in the immediate area.
Submitted By: Jim Hoadley
Date: November 19, 2007

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STATE of NORTH CAROLINA
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DEPARTMENT OF TRANSPORTATION
MICHAEL F. EASLEY LYNDO TIPPETT
GOVERNOR SECRETARY
October 29, 2007
Jim Hoadley
Division of Coastal Management
1367 U. S. 17 South
Elizabeth City, NC 27909
Dear Mr. Hoadley,
NCDOT is requesting a CAMA major permit from the Division of Coastal
Management for the proposed maintenance activity of replacing sections of damaged
stormwater pipe. Stormwater outfall structure # 1 located at miles post 11.8 (Curlew St.)
and outfall structure # 4 located at miles post 12.2 (Conch St.) are both in Nags Head,
Dare County. These ocean outfalls provide a conveyance for storm water to the ocean.
The current damaged condition of the pipe inhibits the ocean outfall structures from
functioning properly, resulting in flooding within their drainage areas. This flooding
poses a safety concern for roadways and residential home sites. In order to reduce the
threat of flooding NCDOT is proposing to replace the damaged sections of outfall pipe,
which will restore the function of the drainage pipe. Both ocean outfalls #1 and #4 consist
of two lines of 24-inch reinforced concrete pipe. The proposed length of replacement pipe
for each outfall is defined in the attached MP forms. In conjunction with the pipe
replacement the pipe support structures will need to be replaced. This consists of salt
treated piles, connecting whalers and steel straps that hold the pipes in place. An example
photograph illustrates the support structure. In order to perform the work, protection from
the incoming tides and waves will be required. Therefore, steel sheet pile will be
temporary driven around the work area. This is depicted on the provided drawing. The
proposed amount of steel sheeting is currently 280 ft., which will be reduced if conditions
allow. This sheeting will likely stay in place during the project time period, which is
estimated with good working conditions to be around 2 - 4 weeks. Once the pipe repairs
are made the protective sheeting will be entirely removed. The work equipment will
access the beach through the public beach access points located adjacent to outfall # 1 and
# 4. Any staging of equipment and supplies will be in the beach access pathway, landward
of the dune line.
Due to this work being scheduled during time periods of relatively little tourist
activity and beach use, NCDOT is scheduled to begin this work in February. This will
also avoid any protected species issues.
Included with this letter are the MP forms, permit drawings, location map, and
adjacent landowner notices. The permit fee can be charged to WBS # 1.102811. NCDOT
appreciates your efforts in this matter, if any additional information is needed please
contact me at 252-482-7977.
113 Airport Dr., Suite 100, Edenton, NC 27932 -Phone: [phone] Fax: [phone]

Sincerely,
Jerry Jennings, P.E.
Division Engineer, Division One
Clay Willis ~(,~-~-
Environmental O icer, Division One
CC: Bill Biddlecome, USACOE
Sara Winslow, NCDMF
Travis Wilson, WRC
Garcy Ward, DWQ
Erin Bryan, Recreational DWQ
Sterling Baker, NCDOT
Jerry Jennings, NCDOT
113 Airport Dr., Suite 100, Edenton, NC 27932 -Phone: [phone] Fax: (2~2) 482-8722

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OCEAN OUTFACE # 1

Ocean outfall # 1
Curlew Street
Nags Head
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ocM Mp-~
+ APPLICATION for ~ h~~~;~-
Ma"or Development Permit ~`••~ .~~~~
(last revised 12!27/06) -' +•w -~'
North Carolina DIVISION OF COASTAL MANAGEMENT
<Form continues on back>

Form DCM MP-1 (Page 2 of 5)
APPLICATION for
Major Development Permit
3. Project Location
County (can be multiple) Street Address State Rd. #
DARE Curlew Street at Mile Post 11.8 N/A
Subdivision Name City State Zip
N/A Nags Head NC 27959 -
Phone No. Lot No.(s) (d many, attach additional page with list)
- - ext. ,
a. In which NC river basin is the project located? b. Name of body of water nearest to proposed project
Pasqoutank Atlantic Ocean
c. Is the water body identified in (b) above, natural or manmade? d. Name the closest major water body to the proposed project site.
®Natural ^Manmade ^Unknown 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.
Nags Head
4. Site Description
a. Total length of shoreline on the tract (ft.) b. Size of entire tract (sq.ft.)
The lot has 50 ft. of shoreline. The work area will include 40000
approximatley 200 ft of beach shoreline.
c. Size of individual lot(s) d. Approbmate elevation of tract above NHW (normal high water) or
• NWL (normal water level)
(If many lot sizes, please attach additional page with a list) 0 - 1 ft above ^NHW or ®NWL
e. Vegetation on4ract
None, sandy beach
f. Man-made features and uses now on tract
Ocean stormwater outfall structure # 1 ,beginning at NC 12 Virginia Dare Trail and extending to the ocean. This drainage
structure is made of two separate lines of 24-inch concrete pipe and held in place by wooden pilings and cross members.
g. Identify and describe the existing land uses adjacent to the proposed project site. ; ,
The adjacent property to the north is a oceanfront residential home on 0.34 acres. The property to the south is a oceanfront
residential property on 0.36 acres.
h. How does local government zone the tract? i. Is the proposed project consistent with the applicable zoning?
Properties are oceanfront residential (Attach zoning compliance certificate, if applicable)
^Yes ^No ®NA
j. Is the proposed activity part of an urban waterfront redevelopment proposal? ^Yes ®No
k. Has a professional archaeological assessment been done for the tract? If yes, attach a copy. ^Yes No ^NA
If yes, by whom?
I. Is the proposed project located in a National Registered Historic District or does it involve a ^Yes ®No ^NA
National Register listed or eligible property?
<Form continues on next page>
n. (i) Are there wetlands on the site? ^Yes ®No
(ii) Are there coastal wetlands on the site? ^Yes ®No
(iii) If yes to either (i) or (ii) above, has a delineation been conducted? ^Yes ^No
(Attach documentation, if available)

Form DCM MP-1 (Page 3 of 5)
Major Development Permit
APPLICATION for
n. Describe existing wastewater treatment facilities.
None
o. Describe existing drinking water supply source.
None
p. Describe existing storm water management or treatment systems.
Currently there are none, however there are plans to implement a in-line filtering system for the stormwater outfall structure.
5. Activities and Impacts
a. Will the project be for commercial, public, or private use? Commercial PubliGGovernment
^Private/Community
b. Give a brief description of purpose, use, and daily operations of the project when complete.
The purpose of this project is to maintain an existing stormwater structure that carries stormwater from within it's drainage
area and conveys the water to the ocean. The drainage structure is made of two lines of 24-inch reinforced concrete pipe,
which begins at the roadway of NC 12 and extends to the ocean. The last five lengths of pipe have been damaged in past
which has impacted the pipes ability to function properly. NCDOT proposes to replace the last five lengths of pipe,
storms
,
which is approximateey 40 ft. in length. These pipes will be replaced in-kind, in conjunction with the pipe replacements the
support structure will also be replaced. This includes the salt treated piles, cross members and steel saddles that hold the
pipe. Once this is complete the drainage structure will be able to function properly and remove water effeciently from the
draia a area. The rovided ermit drawin s show the details on the confi uration of the drain i e.
Describe the proposed construction methodology, types of construction equipment to be used during construction, the number of each type
c
.
of equipment and where it is to be stored.
There will be two lines of 5 lengths of 24-inch reinforced concrete pipe (approximately 40 ft. long) replaced within a saddle
support system. The supports are made up of salt treated wooden piles that are driven into the sand. The piles have wooden
beams connecting them and a steel saddle that supports the pipe. A diagram is included to illustrate the support structure. In
order to perform this work in a safer work environment, NCDOT is proposing to use sheetpile to create a temporary
protective barrier against wave action. The sheetpile will be installed in accordance with the provided work drawings. This
sheetpile will be driven in place using a crane. Once the project is complete the sheetpile will be removed. This work will
likely take 2- 4 weeks depending on weather. Equipment and supplies will be staged at the Curlew Street Beach Access
point, all materials will be stored within the beach access area behind the dune line. Equipment used for this project will
included a excavator, crane, and backhoe.
d. List all development activities you propose.
Replace two lines of 40 feet long by 24-inch reinforced concrete drain pipe that is no longer functioning properly due to past
storm damage. This will involve replacing salt treated pilings, connecting whalers and support saddles. Included with this
work is a temporary protective barrier that will be in place during the work time period of 2-4 weeks. The temporary protective
barrier will be comprised of approximately 280 ft. of steel sheet pile. The sheetpile will be placed as depicted on the provided
work drawin sand removed once the work is com lete.
e. Are the proposed activities maintenance of an existing project, new work, or both? Maintenance
f. What is the approximate total disturbed land area resulting from the proposed project? 1 ^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.
Existing discharge of two lines of 24-inch storm drain that drains into the Atlantic Ocean. This is being maintained in it's
current location and capacity.
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
j. Is there any mitigation proposed? ^Yes ®No ^NA
If yes, attach a mitigation proposal.
<Form continues on back>

Form DCM MP-1 (Page 4 of 5)
APPLICATION for
Major Development Permit
6. Additionallnformation
!n addition to this completed application form, (MP-1) fhe following items below, if applicable, must be submitted in order for the application
package to be complete. Items (a) - (f) are always applicable to any major development application. Please consult the application
instruction booklet on how to properly prepare the required items below.
a. A project narrative.
b. An accurate, dated work plat (including plan view and cross-sectional drawings) drawn to scale. Please give the present status of the
proposed project. Is any portion already complete? If previously authorized work, clearly indicate on maps, plats, drawings to distinguish
between work completed and proposed.
c. A site or location map that is sufficiently detailed to guide agency personnel unfamiliar with the area to the site.
d. A copy of the deed (with state application only) or other instrument under which the applicant claims title to the affected properties.
e. The appropriate application fee. Check or money order made payable to DENR.
f. A list of the names and complete addresses of the adjacent waterfront (riparian) landowners and signed return receipts as proof that such
owners have received a copy of the application and plats by certified mail. Such landowners must be advised that they have 30 days in
which to submit comments on the proposed project to the Division of Coastal Management.
Name Jones Management
Phone No.
Address 2916 Green Spring Rd.
Winchester, VA 22603
Name Josh's Tiki Hut
Phone No.
Address P.O.Box1561
Nags Head, NC 27959
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.
None
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

Form DCM MP-1 (Page 5 of 5)
APPLICATION for
Major Development Permit
I understand that any permit issued in response to this application will allow only the development described in the application.
The project will be subject to the conditions and restrictions contained in the permit.
I certify that I am authorized to grant, and do in fact grant permission to representatives of state and federal review agencies to
enter on the aforementioned lands in connection with evaluating information related to this permit application and follow-up
monitoring of the project.
I further certify that the//information provided in this application is truthful to the best of my knowledge.
Date /D~,?9/~~" Print Name ~~~~, ~/~~~'S i/GDD l
Signature L/ ~u. ~?~i~l
Please indicate application attachments pertaining to your proposed project.
®DCM MP-2 Excavation and Fill Information ®DCM MP-5 Bridges and Culverts
^DCM MP-3 Upland Development
^DCM MP-4 Structures Information
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Form DCM MP-2
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EXCAVATION and FILL ~ 1 ~ ,. PvIAivA~7~~~1~1'-„,
(Except for bridges and culverts)
Attach this form to Joint Application for CAMA Major Permit, Form DCM MP-1. Be sure to complete all other sections of the Joint
Application that relate to this proposed project. Please include all supplemental information.
Describe below the purpose of proposed excavation and/or fill activities. All values should be given in feet.
Access Other
Channel
NLW Canal Boat Basin Boat Ramp Rock Groin Rock (excluding
(
or Breakwater shoreline
NWL stabilization
Length
Width
Avg. Existing

Depth NA NA
Final Project

Depth NA NA
1, EXCAVATION ®This section not applicable
a. Amount of material to be excavated from below NHW or NWL in b. Type of material to be excavated.
cubic yards. n/a
None
c. (i) Does the area to be excavated include coastal wetlands/marsh d. High-ground excavation in cubic yards.
(CW), submerged aquatic vegetation (SAV), shell bottom (SB), n/a
or other wetlands (WL)7 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:
n/a
2. DISPOSAL OF EXCAVATED MATERIAL ^This section not applicable
a. Location of disposal area. b. Dimensions of disposal area.
no waste will be generated from this project n/a
c. (i) Do you claim title to disposal area? d. (i) Will a disposal area be available for future maintenance?
^Yes ^No ®NA ^Yes ^No ®NA
(ii) If no, attach a letter granting permission from the owner. (ii) If yes, where?
e. (i) Does the disposal area include any coastal wetlandslmarsh f. (i) Does the disposal include any area in the water?
(CW), submerged aquatic vegetation (SAV), shell bottom (SB), ^Yes ^No ®NA
or other wetlands (WL)? If any boxes are checked, provide the

number of square feet affected. „ If es, how much water area is affected?
(~~) Y
^CW ^SAV ^SB
^WL ®None
(ii) Describe the purpose of disposal in these areas:
n!a
3. SHORELINE STABILIZATION ^This section not applicable
(If development is a wood groin, use MP-4 -Structures)

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a. Type of shoreline stabilization: b. Length: 280 ft.
^Bulkhead ^Riprap ^Breakwater/Sill ®Other. ~'` i~~~~f~j-n~~~f°i
,, Width: 1 - 2 inch sheet pile
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c. Average distance waterward of NHW or NWL: Most of the sheet d. Maximum distance waterward of NHW or NWL: 70-90 ft. during
pile will be placed above the NWL on the beach face. normal high tide
Approximately 70 - 90 feet could be below the waterline during
periods of high tide.
e. Type of stabilization material: f. (i) Has there been shoreline erosion during preceding 12
temporary placement of steel sheet pile months?
^Yes ®No ^NA
(ii) If yes, state amount of erosion and source of erosion amount
information.
g. Number of square feet of fill to be placed below water level.
Bulkhead backfill Riprap
Breakwater/Sill Other NONE
i. Source of fill material,
n/a
h. Type of fill material.
n/a
4. OTHER FILL ACTIVITIES ®This section not applicable
(Excluding Shoreline Stabilization)
a. (i) Will fill material be brought to the site? ^Yes ^No ^NA b. (i) Will fill material be placed in coastal wetlands/marsh (CW),
If yes, submerged aquatic vegetation (SAV), shell bottom (SB), or
(ii) Amount of material to be placed in the water other wetlands (WL)? If any boxes are checked, provide the
number of square feet affected.
(iii) Dimensions of fill area ^CW ^SAV ^SB
(iv) Purpose of fill
^WL ^None
(ii) Describe the purpose of the fill in these areas:
5. GENERAL
a. How will excavated or fill material be kept on site and erosion b. What type of construction equipment will be used (e.g., dragline,
controlled? backhoe, or hydraulic dredge)?
n/a crane, excavator, backhoe, truck
c. (i) Will navigational aids be required as a result of the project? d. (i) Will wetlands be crossed in transporting equipment to project
^Yes ®No ^NA site? ^Yes ®No ^NA
(ii) If yes, explain what type and how they will be implemented. (ii) If yes, explain steps that will be taken to avoid or minimize
environmental impacts.
t la~~ Ap
d D~ plicant Name NG~T
Date
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(/CC'llvj ~'c~--~C~1 ~ (/ plicant Sign e ~ ~~
Project Name

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Form DCM MP-5 ~ ~~ ~~~~~
BRIDGES and CULVERTS ~ ~~ M~~v~G~~~=,~
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.
7. BRIDGES ®This section not applicable
a. Is the proposed bridge: b. Water body to be crossed by bridge:
^Commercial ^Public/Government ^Private/Community
c. Type of bridge (construction material):
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:
i. Will the proposed bridge affect existing water flow?
If yes, explain:
k. Navigation clearance underneath proposed bridge:
d. Water depth at the proposed crossing at NLW or 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:
^Yes ^No j. Will the proposed bridge affect navigation by reducing or
increasing the existing navigable opening? ^Yes ^No
If yes, explain:
m. Will the proposed bridge cross wetlands containing no navigable
waters? ^Yes ^No
If yes, explain:
2, CULVERTS
a• Number of culverts proposed: 2 lines of drainage pipe
consistino of 5 lengths of 24-inch reinforced concrete pipe,
which make a total of 40 ft of pipe to be replaced
I. Have you contacted the U.S. Coast Guard concerning their
approval? ^Yes ^No
If yes, explain:
n. Height of proposed bridge above wetlands:
^This section not applicable
b. Water body in which the culvert is to be placed:
The beach face adjacent to the Atlantic Ocean
< Form continues on back>
c. Type of culvert (construction material):
Two lines of 24 -inch reinforced concrete pipe along with salt treated timber piles and cross members.
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d. (i) Will proposed culvert replace an existing bridge?
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: 40 9
h. Height of the top of the proposed culvert above the NHW or NWL, i.
approximately 0-1 ft. depending on beach conditions
^Yes ®No
e. (i) Will proposed culvert replace an existing culvert?
®Yes ^No
If yes,
(ii) Length of existing culvert(s): 40 ft.
(iii) Width of existing culvert(s): 24 inch
(iv) Height of the top of the existing culvert above the NHW or
NWL: 0-1 ft. depending on the beach face erosion of
accretion
(v) Will all, or a part of, the existing culvert be removed?
(Explain) All of the existing culverts will be removed
and replaced with new reinforced concrete pipe
j. Will the proposed culvert affect navigation by reducing or
increasing the existing navigable opening? ^Yes ®No
If yes, explain:
k
Width of proposed culvert: two lines of 24 -inch
Depth of culvert to be buried below existing bottom contour.
pipe grade is established by the existing pipes that extend
to the catch basin adjacent to NC 12
Will the proposed culvert affect existing water flow?
®Yes ^No
If yes, explain: The replacement of the damaged pipes
will restore the original drainage function of the outfall.
3. EXCAVATION and F/LL ®This section not applicable
a. (i) Will the placement of the proposed bridge or culvert require any b. (i) Will the placement of the proposed bridge or culvert require any
excavation below the NHW or NWL? ^Yes ®No excavation within coastal wetlands/marsh (CW), submerged
If yes, aquatic vegetation (SAV), shell bottom (SB), or other wetlands
(WL)? If any boxes are checked, provide the number of square
(ii) Avg. length of area to be excavated: feet affected.
(iii) Avg. width of area to be excavated: ^CW ^SAV ^SB
(iv) Avg. depth of area to be excavated:
^WL ®None
(v) Amount of material to be excavated in cubic yards:
(ii) Describe the purpose of the excavation in these areas:
c. (i) Will the placement of the proposed bridge or culvert require any
high-ground excavation? ^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:
- .-.,

~° ~ ~ ,~ ~~`~ n'~~ t~i~~~~ a~ad C~i~e:~~~, t~s~ ? c~ ~j
d. If the placement of the bridge or culvert involves any excavation, please complete the following:
(i) Location of the spoil disposal area: n/a
(ii) Dimensions of the spoil disposal area: n/a
(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.
(vi) Does the disposal area include any area below the NHW or NWL? ? ^Yes ®No
If yes, give dimensions if different from (ii) above.
e. (i) Will the placement of the proposed bridge or culvert result in any f. (i) Will the placement of the proposed bridge or culvert result in any
fill (other than excavated material described in Item d above) to fill (other than excavated material described in Item d above) to
be placed below NHW or NWL? ^Yes ®No be placed within coastal wetlands/marsh (CW), submerged
If yes, aquatic vegetation (SAV), shell bottom (SB), or other wetlands
(ii) Avg, length of area to be filled:
(WL)? If any boxes are checked, provide the number of square
feet affected.
ui Av
("') g. width of area to be filled: ^Cy1/ ^SAV ^SB
(iv) Purpose of fill: ^WL ®None
(ii) Describe the purpose of the excavation in these areas:
n/a
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 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 certification.
< Form continues on back>
c. Will the proposed project require any work channels? d. How will excavated or fill material be kept on site and erosion
^Yes ®No controlled?
!f yes, complete Form DCM-MP-2. n/a

e. What type of construction equipment will be used (for example,
dragline, backhoe, or hydraulic dredge)?
' crane, excavator, backhoe, trucks
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.
:~:~ .
. . Y,~"...i 4.
g. Will the placement of the proposed bridge or culvert require any
shoreline stabilization? ^Yes ®No
If yes, complete form MP-2, Section 3 for Shoreline
Stabilizatipn only.
4.. P 9~ ~ ~
r:.: ~~-
~o /age ~-
Date
~d Oceaol- D~-I-~~,G~ ~' /
Project Name
it/G/~' Qi/~ ~ yin I ~p
plicant Name
t~ l~~ ~ ~ P
plicant Signature

~~
v~.EW
,~.,,.~,., rr.~,,.,,,; ~,';,;,
~ Z~ETAILEZ~ .D.IZA WI1~'G
M:=~
~'r""r `' `.. `,, I OCEA1~ OUTFACE #I
` 1
_ _ ~3 h ~j
t r.
..._ .,
--
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BOARD WA(/C
1~ ,~ 1 1`~
' ~ PAOADSED SHEET Pf[E~ a~. ~~~
9
%<t,,~ 4 f .:~ .Z
IL
~ ~W
w~ 0E FOS~~ ~ ~~ ~ ~,~, f
ttff~x
I ~ WOOD PILINGS ~ (~~ ~'li/ ~ ~~'
~~ ~ '¢5, .
, ,. (~,,>
v PROPOSED S JOINTS !40'.'OF 2~' RCP ~% =~'
__________,__ ~,~~ ,.N;~
-------I ------ ---{err-d.iM_wyL ~ ,. ,. „~ s;~_ ~
1 i~ ~+ ~6 ~1 PROPOSED 5 JOI NT S !?O') OF 4 ^ ~ } ~ 4
' I ~ T ~r
PRA~OSED SHEET PILE ~ /,,!`,N~~'~~~~,,GJJ
,~~
1 a.
"t" _ 1
`' `"' '' ""; f. !!,,; BEpGN II NOTE: I {q~I ~'
~~• ~~, ~"S^,: ';~,~1 11 Havs Drtopped DusDtouFellursrotl8uppor9t 9trapa,~olnis of Pipe 11 1
Three Pllings are Observed to be Mlasing, ,~ `', ~{
C~~QO it ` , Proposed Plllnpe will bs used at these Looatlona.
,, ~ec•_._ h~~• 1 Approximately Tsn (10) Jolnta of Pips W111 Nssd to bs Rspiwosd Along With
Support Straps, Whaler wnd Saddlse.
I
NORTH CAROLINA DEPARTMENT OF TRANSPORTATION
SYMBOLS DIVISION 1
1 - ~ 113 AIRPORT DR.
PR OPOSSD CROSS SECTION EDENTON, NC T7092 (2a2) 4B2-7DT7
- - - - EXISTING CROSS SECTION
~'~ ~ OOUNTY: DARE NACrS r4[gD WB8#: N/A
QUAD: MANTEO DATE: JULY 18, 2007
~~~~~ ~ ;•~a .- BASIN: PABOUOTANK SHEET #: 1 OF S
t
-~_,~ " ~ SUBJECT: PIPE REPIAQEMENT AND REPAIRS TO OUTFACE #1
E9i ~ LAT. a 9E.fi70liE09 N LONO. ~ 7E.9906034 W
- DRAWN BY: A.L. MULDER SCALE: 1" ~ 30'

.. m k. a_-
o~~y: ~~~

Y~~~`~," E u~ ~d~~~ ~~6t~~t°!`9
OCEAN OUTFACE # 4

Ocean outfall # ~
Conch Street
Nags Head
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I} i i l} i I

ocM Mp-~
APPLICATION for ~ ~~~ ~~~~~~
Ma"or Deuelo ment Permit ~ ~~ ~ ~~ ~ ~~~ ~
p
. ~~ ~ ~~i. ivlAl`~A~~I~~~~~,
(last revised 72127106) E+~ t`~` ' ~`'r ~''1
North Carolina DIVISION OF COASTAL MANAGEMENT
~. Primary Applicant/ Landowner Information
Business Name
Ncdot Division One Project Name (if applicable)
Ocean Outfall # 4 on Conch Street in Nags Head
Applicant 1: First Name
Clay MI Last Name
Willis
Applicant 2: First Name MI Last Name
If additional applicants, please attach an additional page(s) with names listed.
Mailing Address
113 Airport Drive Suite 100 PO Box City
Edenton State
NC
ZIP
27932 Country
USA Phone No.
252 - 482 - 7977 ext. 221 FAX No.
252 - 482 - 8722
Street Address (~f different from above) City State ZIP
Email
[e-mail]. us
2. Agent/Contractorlnformation
Business Name
Agent/ Contractor 1: First Name MI Last Name
Agent/ Contractor 2: First Name MI Last Name
Mailing Address PO Box City State
ZIP Phone No. 1
-
- ext. Phone No. 2
- - ext.
FAX No. Contractor #
Street Address (if different from above) City State ZIP
Email
<Form continues on back>

Form DCM MP-1 (Page 2 of 5)
APPLICATION for
Major Development Permit
3. Project Location
County (can be multiple) Street Address State Rd. #
DARE Conch Street at Mile Post 12.2 N/A
Subdivision Name City State Zip
N/A Nags Head NC 27959 -
Phone No. Lot No.(s) (rf many, attach additional page with list)
- - ext. ,
a. In which NC river basin is the project located? b. Name of body of water nearest to proposed project
Pasgoutank Atlantic Ocean
c. Is the water body identified in (b) above, natural or manmade? d. Name the closest major water body to the proposed project site.
®Natural ^Manmade ^Unknown 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.
Nags Head
4. Site Description
a. Total length of shoreline on the tract (ft.) b. Size of entire tract (sq.ft.)
The lot has 50 ft. of shoreline. The work area will include 40000
approximatley 200 ft of beach shoreline.
c. Size of individual lot(s) d. Approximate elevation of tract above NHW (normal high water) or
NWL (normal water/evel)
(If many tot sizes, please attach additional page with a list) 0 - 1 ft above ^NHW or ®NWL
e. Vegetation on tract
None, sandy beach
f. Man-made features and uses now on tract
Ocean stormwater outfall structure # 4 ,beginning at NC 12 Virginia Dare Trail and extending to the ocean. This drainage
structure is made of two separate lines of 24-inch concrete pipe and held in place by wooden pilings and cross members.
g. Identify and describe the existing land uses adiacent to the proposed project site.
The adjacent property to the north is a oceanfront residential home on 0.29 acres. The property to the south is a oceanfront
residential property on 0.29 acres.
h. How does local government zone the tract? i. Is the proposed project consistent with the applicable zoning?
Properties are oceanfront residential (Attach zoning compliance certificate, if applicable)
^Yes ^No ®NA
j. Is the proposed activity part of an urban waterfront redevelopment proposal? ^Yes ®No
k. Has a professional archaeological assessment been done for the tract? If yes, attach a copy. ^Yes No ^NA
If yes, by whom?
I. Is the proposed project located in a National Registered Historic District or does it involve a ^Yes ®No ^NA
National Register listed or eligible property'?
<Form continues on next page>
m. (i) Are there wetlands on the site? ^Yes
(ii) Are there coastal wetlands on the site?
^Yes ®No

(iii) If yes to either (i) or (ii) above, has a delineation been conducted? ^Yes ^No
(Attach documentation, if available)

Form DCM MP-1 (Page 3 of 5)
APPLICATION for
Major Development Permit
n. Describe existing wastewater treatment facilities.
None
o. Describe existing drinking water supply source.
None
p. Describe existing storm water management or treatment systems.
Currently there are none, however there are plans to implement a in-line filtering system for the stormwater outfall structure.
5. Activities and impacts
a. Will the project be for commercial, public, or private use? ^Commercial ®Public/Govemment
^Private/Community
b. Give a brief description of purpose, use, and daily operations of the project when complete.
The purpose of this project is to maintain an existing stormwater structure that carries stormwater from within it's drainage
area and conveys the water to the ocean. The drainage structure is made of two lines of 24-inch reinforced concrete pipe,
which begins at the roadway of NC 12 and extends to the ocean. The last four lengths of pipe have been damaged in past
storms, which has impacted the pipes ability to function properly. NCDOT proposes to replace the last four lengths of pipe,
which is approximateey 32 ft. in length. These pipes will be replaced in-kind. In conjunction with the pipe replacements the
support structure will also be replaced. This includes the salt treated piles, cross members and steel saddles that hold the
pipe. Once this is complete the drainage structure will be able to function properly and remove water effeciently from the
drains a area. The rovided ermit drawin s show the details on the confi uration of the drain i e.
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.
There will be two lines of 4 lengths of 24-inch reinforced concrete pipe (approximately 32 ft. long) replaced within a saddle
support system. The supports are made up of salt treated wooden piles that are driven into the sand. The piles have wooden
beams connecting them and a steel saddle that supports the pipe. A diagram is included to illustrate the support structure. In
order to perform this work in a safer work environment, NCDOT is proposing to use sheetpile to create a temporary
protective barrier against wave action. The sheetpile will be installed in accordance with the provided work drawings. This
sheetpile will be driven in place using a crane. Once the project is complete the sheetpile will be removed. This work will
likely take 2- 4 weeks depending on weather. Equipment and supplies will be staged at the Conch Street Beach Access
point, all materials will be stored within the beach access area behind the dune line. Equipment used for this project will
included a excavator, crane, and backhoe.
d. List all development activities you propose.
Replace two lines of 32 feet long by 24-inch reinforced concrete drain pipe that is no longer functioning properly due to past
storm damage. This will involve replacing salt treated pilings, connecting whalers and support saddles. Included with this
work is a temporary protective barrier that will be in place during the work time period of 2-4 weeks. The temporary protective
barrier will be comprised of approximately 280 ft. of steel sheet pile. The sheetpile will be placed as depicted on the provided
work drawin sand removed once the work is com lete.
e. Are the proposed activities maintenance of an existing project, new work, or both? Maintenance
f. What is the approximate total disturbed land area resulting from the proposed project? 1 ^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.
Existing discharge of two lines of 24-inch storm drain that drains into the Atlantic Ocean. This is being maintained in it's
current location and capacity,
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
j, Is there any mitigation proposed? ^Yes ®No ^NA
If yes, attach a mitigation proposal.
<Form continues on back>

Form DCM MP-1 (Page 4 of 5)
APPLICATION for
Major Development Permit
6. Additionallnformation
In addition to this completed application form, (MP-1) the following items below, if applicable, must be submitted in order for the application
package to be complete. Items (a) - (t) are always applicable to any major development application. Please consult the application
instruction booklet on how to properly prepare fhe 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 Brian K. Newman
Phone No.
Address P.O. Box 1450
Kitty Hawk, NC 27949
Name John C. Benanti
Phone No.
Address 27 Duggan Drive
Framingham, MA 01702 :,~( , ^
r i'; u ~ k~I~;i~~'
Name ~ + - j
Phone No. p~ry~ p~rt~
~, r a...•_ ~ r:l.. IYI!'V `~h~7~IVli:1,%':
,gin, . . .
Address
g. A list of previous state or federal permits issued for work on the project tract. Include perrnit numbers, permittee, and issuing dates.
None
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
,. a;~-~ , ..,. ,.

Form DCM MP-1 (Page 5 of 5)
APPLICATION for
Major Development Permit
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 th/e information provided in this application is truthful to the best of my knowledge.
Date /01,~9~0 ~" Print Name . C~~r k/'~/-S
Signature
Please indicate application attachments pertaining to your proposed project.
®DCM MP-2 Excavation and Fill Information ®DCM MP-5 Bridges and Culverts
^DCM MP-3 Upland Development
^DCM MP-4 Structures Information
~~j`. ~ - .

E :,. ~ c Q`dl~~l~li~,tjFlllilEh;~'
p~ .;r, .

~..07YY o ~.,_'
Form DCM MP-2
~y,
r
EXCAVATION and FILL ~ ~~~~~~ N~ . .
,y ~lr; , ~~MFt
(Except for bridges and culverts)
Attach this form to Joint Application for CAMA Major Permit, Form DCM MP-1. Be sure to complete all other sections of the Joint
Application that relate to this proposed project. Please include all supplemental information.
Describe below the purpose of proposed excavation and/or fill activities. All values should be given in feet.
Access Other
Channel Canal Boat Basin Boat Ramp Rock Groin Rock (excluding
(NLW or Breakwater shoreline
NWL stabilization
Length
Width
Avg. Existing
Depth NA NA
Final Project
Depth NA NA
1, EXCAVATION
a. Amount of material to be excavated from below NHW or NWL in
cubic yards.
None
c. (i) Does the area to be excavated include coastal wetlands/marsh
(CW), submerged aquatic vegetation (SAV), shell bottom (SB),
or other wetlands (WL)? If any boxes are checked, provide the
number of square feet affected.
^CW ^SAV ^SB
^WL ^None
(ii) Describe the purpose of the excavation in these areas:
n/a
®This section not applicable
n/a
to
d. High-ground excavation in cubic yards.
n/a
2. DISPOSAL OF EXCAVATED MATERIAL ^This section not applicable
a. Location of disposal area. b. Dimensions of disposal area.
no waste will be generated from this project n/a
c. (i) Do you claim title to disposal area?
^Yes ^No ®NA
(ii) If no, attach a letter granting permission from the owner,
e. (i) Does the disposal area include any coastal wetlands/marsh
(CW), submerged aquatic vegetation (SAV), shell bottom (SB),
or other wetlands (WL)? If any boxes are checked, provide the
number of square feet affected.
^CW ^SAV ^SB
^WL ®None
(ii) Describe the purpose of disposal in these areas:
n/a
d. (i) Will a disposal area be available for future maintenance?
^Yes ^No ®NA
(ii) If yes, where?
f. (i) Does the disposal include any area in the water?
^Yes ^No ®NA
(ii) If yes, how much water area is affected?
3. SHORELINE STABILIZATION ^This section not applicable
(If development is a wood groin, use MP-4 -Structures)

~,...
a. Type of shoreline stabilization: b. Length: 280 ft.
~.'`. .~ ~JiA~1Ar~~~ryk~'
^Bulkhead ^Riprap ^Breakwater/Sill ®Other: Width: 1 - 2 inch sheet wile
ten;gararv st~e~~ r~iL .~'t~' h;`
c. Average distance watennrard of NHW or NWL: Most of the sheet d. Maximum distance watennrard of NHW or NWL: 60-80 ft. during
pile will be placed above the NWL on the beach face. normal high tide
Approximately 60 - 80 feet could be below the waterline during
periods of high tide.
e. Type of stabilization material: f. (i) Has there been shoreline erosion during preceding 12
temporary placement of steel sheet pile months?
^Yes ®No ^NA
(ii) If yes, state amount of erosion and source of erosion amount
information.
g. Number of square feet of fill to be placed below water level
Bulkhead backfill Riprap
Breakwater/Sill Other NONE
i. Source of fill material.
n!a
h. Type of fill material.
n/a
4. OTHER FILL ACTIV1TlES ®This section not applicable
(Excluding Shoreline Stabilization)
a. (i) Will fill material be brought to the site? ^Yes ^No ^NA b. (i) Will fill material be placed in coastal wetlands/marsh (CW),
If yes,
(ii) Amount of material to be placed in the water
(iii) Dimensions of fill area
(iv) Purpose of fill
5. GENERAL
a. How will excavated or fill material be kept on site and erosion b.
controlled?
n/a
c. (i) Will navigational aids be required as a result of the project? d.
^Yes ®No ^NA
(ii) If yes, explain what type and how they will be implemented.
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 fill in these areas:
What type of construction equipment will be used (e.g., dragline,
backhoe, or hydraulic dredge)?
crane, excavator, backhoe, truck
(i) Will wetlands be crossed in transporting equipment to project
site? ^Yes ®No ^NA
(ii) If yes, explain steps that will be taken to avoid or minimize
environmental impacts.
AP
/al a~1~0 ~' plicant Name NGQD .~ ~ ~ ~ S ~ o ~ I
Date
'~`l p
D~~ ~v.~~(~ ~ ~ plicant Sign ture
Project Name

~:b ~y;. r.-.
t~_ I"t~N
Form DCM MP-5 ~ 'J ~J f ?~0~ l
BRIDGES and CULVERTS a~ n~a~A~~>~~rv-
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.
7. BRIDGES ®This section not applicable
a. Is the proposed bridge: b. Water body to be crossed by bridge:
^Commercial ^Public/Government ^Private/Community
c. Type of bridge (construction material):
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:
i. Will the proposed bridge affect existing water flow? ^Yes ^No
If yes, explaih:
k. Navigation clearance underneath proposed bridge:
m. Will the proposed bridge cross wetlands containing no navigable
waters? ^Yes ^No
If yes, explain:
2. CULVERTS
a. Number of culverts proposed: 2 lines of drainage pipe
consisting of 4 lengths of 24-inch reinforced concrete pipe.
which make a total of 32 ft. of pipe to be replaced
d. Water depth at the proposed crossing at NLW or NWL:
f. (i) Will proposed bridge replace an existing culvert? ^Yes ^No
If yes,
(ii) Length of e~asting 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:
j. Will the proposed bridge affect navigation by reducing or
increasing the existing navigable opening? ^Yes ^No
If yes, explain:
I. Have you contacted the U.S. Coast Guard concerning their
approval? ^Yes ^No
If yes, explain:
n. Height of proposed bridge above wetlands:
^This section not applicable
b. Water body in which the culvert is to be placed:
The beach face adjacent to the Atlantic Ocean
< Form continues on back>
J
c. Type of culvert (construction material):
Two lines of 24 -inch reinforced concrete pipe along with salt treated timber piles and cross members.

~~'i?~'k"~il ~~ ~m ~~~t~~~s ~r~d ~t~~~w~, due 2 ~sf ~~
d. (i) Will proposed culvert replace an existing bridge?
^Yes ®No
e. (i) Will proposed culvert replace an existing culvert?
®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: 32
h. Height of the top of the proposed culvert above the NHW or NWL.
approximately 0-1 ft. depending on beach conditions
j. Will the proposed culvert affect navigation by reducing or
increasing the existing navigable opening? ^Yes ®No
If yes, explain:
3. EXCAVATION and FILL
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:
(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:
If yes,
(ii) Length of existing culvert(s): 32 ft.
(iii) Width of existing culvert(s): 24 inch
(iv) Height of the top of the existing culvert above the NHW or
NWL: 0-1 ft. depending on the beach face erosion of
accretion
(v) Will all, or a part of, the existing culvert be removed?
(Explain) All of the existing culverts will be removed
and replaced with new reinforced concrete pipe
9• Width of proposed culvert: two lines of 24 -inch
i. Depth of culvert to be buried below existing bottom contour.
pipe grade is established by the existinq_pipes that extend
to the catch basin adjacent to NC 12
k. Will the proposed culvert affect existing water flow?
®Yes ^No
If yes, explain: The replacement of the damaged pipes
will restore the original drainage function of the outfall.
®This section not applicable
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
^WL ®None
(ii) Describe the purpose of the excavation in these areas:

~ ~° s°~~ ~ri~~a a:~~ ~'~iv~rts, I~~a~ :~ ~€~ ~~
d. If the placement of the bridge or culvert involves any excavation, please complete the following:
(i) Location of the spoil disposal area: n/a
(ii) Dimensions of the spoil disposal area: n/a
(iii) Do you claim title to the disposal area? ^Yes ^No (If no, attach a lettergrenting 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. GENERA!.
a. Will the proposed project require the relocation of any existing b.
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:
n/a
Will the proposed project require the construction of any temporary
detour structures? ^Yes ®No
If yes, explain:
< Form continues on back>
c. Will the proposed project require any work channels? d. How will excavated or fill material be kept on site and erosion
^Yes ®No controlled?
If yes, complete Form DCM-MP-2. n/a

~w~ ter. ~aF ~'6e : _# ~~~°~ ~i'P~'~b e$~11~ `£a~k'~~'i~~~ a''+sa~" ~&'~ ~~
e. What type of construction equipment will be used (for example,
dragline, backhoe, or hydraulic dredge)?
crane, excavator, backhoe, trucks
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.
g. Will the placement of the proposed bridge or culvert require any
shoreline stabilization? ^Yes ®No
If yes, complete form MP-2, Section 3 for Shoreline
Stabilization only.
Date
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MAJOR PERMIT FEE MATRIX
Applicant: NCDOT
Selection Development Type Fee DCM % DWQ
(14300 1601 435100093 1625 6253) (24300 1602 435100095 2341)
1. Private, non-commercial
~ development that does not $250 100% ($250) 0% ($0)
involve the filling or
excavation of any wetlands
or o en water areas:
II. Public or commercial
development that does not $400 100% ($400) 0% ($0)
involve the filling or
excavation of any wetlands
or o en water areas:
III. For development that
involves the filling and/or
excavation of up to 1 acre
of wetlands and/or open
water areas, determine if A,
B, C, or D below a lies:
III(A). Private, non-
commercial development, if $250 100% ($250) 0% ($0)
General Water Quality
Certification No. 3490 (See
attached can be a lied:
III(B). Public or commercial
development, if General $400 100% ($400) 0% ($0)
Water Quality Certification
No. 3490 (See attached)
can be a lied:
III(C). If General Water
~ Quality Certification No. $400 60% ($240) 40% ($160)
3490 (see attached) could
be applied, but DCM staff
determined that additional
review and written DWQ
concurrence is needed
because of concerns
related to water quality or
a uatic life:
III(D). If General Water
® Quality Certification No. $400 60% ($240) 40% ($160)
3490 (see attached) cannot
be a lied:
IV. For development that
involves the filling and/or $475 60% ($285) 40% ($190)
excavation of more than
one acre of wetlands and/or
o en water areas: