61077_NC DOT_20121016

❑ CAMA / 1-1 DREDGE & FILL l� O • 61077
ENERAL PERMIT Previous permit#
❑New ❑Modification ❑Complete Reissue Partial Reissue 0 C T 2 3 WVPrevious permit issued
A.4authorized by the State of North Carolina, Department of Environment and Natural Resources
and the Coastal Resources Commission in an area of environmental concern pursuant to 15A NCAC
DCM-MH MY ❑ Rules attached.
Applicant Name Project Location: County
Address Street Address/ State Road/ Lot #(s)
City State ZIP
Phone # (^_) Fax # Subdivision
Authorized Agent City-_ -. ZIP
Affected -_1 CW EW _i PTA -]ES ❑ PTS Phone # (_ ) River Basin
1 OEA HHF _ IH -- UBA ❑ N/A �� 4
AEC(s): Adj. Wtr. Body (nat /man /unkn)
Ll PWS: —1 FC:
ORW: yes / no PNA yes / no Crit.Hab. yes / no Closest Maj. Wtr. Body
Type of Project/ Activity
Pier (dock) length__
Platform(s) — -
Finger pier(s)
Groin length
number
Bulkhead/ Riprap length
avg distance offshore_
max distance offshore _ -
Basin, channel
cubic yards
Boat ramp __ -- -•
Boathouse/ Boatlift -
Beach Bulldozing_
Other
Shoreline Length
SAV: not sure yes no
Sandbags: not sure yes no
Moratorium: n/a yes no
Photos: yes no
Waiver Attached: yes no
A building permit may be required by:
Notes/ Special Conditions
Agent or Applicant Printed Name
Signature Please read compliance statement on back of permit
(Scale: )
See note on back regarding River Basin rules.
Permit Officer's Signature
Issuing Date
Expiration Date
Application Fee(s)
Check #
Local Planning Jurisdiction
Rover File Name

Statement of Compliance and Consistency
This permit is subject to compliance with this application, site drawing and attached general and specific conditions. Any
violation of these terms may subject the permittee to a fine or criminal or civil action; and may cause the permit to become
null and void.
This permit must be on the project site and accessible to the permit officer when the project is inspected for compliance. The
applicant certifies by signing this permit that 1) prior to undertaking any activities authorized by this permit, the applicant will
confer with appropriate local authorities to confirm that this project is consistent with the local land use plan and all local
ordinances, and 2) a written statement or certified mail return receipt has been obtained from the adjacent riparian
landowner(s) .
The State of North Carolina and the Division of Coastal Management, in issuing this permit under the best available
information and belief, certify that this project is consistent with the North Carolina Coastal Management Program.
River Basin Rules Applicable To Your Project:
❑ Tar- Pamlico River Basin Buffer Rules ❑ Other:
❑ Neuse River Basin Buffer Rules
If indicated on front of permit, your project is subject to the Environmental Management Commission's Buffer Rules for the
River Basin checked above due to its location within that River Basin. These buffer rules are enforced by the NC Division of
Water Quality. Contact the Division of Water Quality at the Washington Regional Office (252-946-6481) or the Wilmington
Regional Office (910-796-7215) for more information on how to comply with these buffer rules.
Division of Coastal Management Offices
Raleigh Office
Mailing Address:
1638 Mail Service Center
Raleigh, NC 27699-1638
Location:
2728 Capital Blvd.
Raleigh, NC 27604
919-733-2293
Fax:[phone]
Morehead City Headquarters
400 Commerce Ave
Morehead City, NC 28557
252-808-2808/ 1-888-4RCOAST
Fax: [phone]
(Serves: Carteret, Craven, Onslow -above
New River Inlet- and Pamlico Counties)
Elizabeth City District
1367 U.S. 17 South
Elizabeth City, NC 27909
252-264-3901
Fax:[phone]
(Serves: Camden, Chowan, Currituck,
Dare, Gates, Pasquotank and Perquimans
Counties)
Washington District
943 Washington Square Mall
Washington, NC 27889
252-946-6481
Fax: [phone]
(Serves: Beaufort, Bertie, Hertford, Hyde,
Tyrrell and Washington Counties)
Wilmington District
127 Cardinal Drive Ext.
Wilmington, NC 28405-3845
910-796-7215
Fax: [phone]
(Serves: Brunswick, New Hanover,
Onslow -below New River Inlet- and
Pender Counties)
D

fA
o i -7-7
Applicant: C IV)d'
Date: 0 t;- / �L
Describe below the HABITAT disturbances for the application. All values should match the name, and units of measurement
found in your Habitat code sheet.
Habitat Name
DISTURB TYPE
Choose One
TOTAL Sq. Ft.
(Applied for.
Disturbance total
includes any
anticipated
restoration or
temp impacts)
FINAL Sq. Ft.
(Anticipated final
disturbance.
Excludes any
restoration
and/or temp
impact amount)
TOTAL Feet
(Applied for.
Disturbance
total includes
any anticipated
restoration or
temp
FINAL Feet
(Anticipated final
disturbance.
Excludes any
restoration and/or
temp impact
amount
'rL
Dredge E?- Fill B- Both Other ❑
piimpacts)
✓
3 6
Dredge ❑ Fill ❑ Both ❑ Other ❑
Dredge ❑ Fill ❑ Both ❑ Other ❑
Dredge ❑ Fill ❑ Both ❑ Other ❑
Dredge ❑ Fill ❑ Both ❑ Other ❑
Dredge ❑ Fill ❑ Both ❑ Other ❑
Dredge ❑ Fill ❑ Both ❑ Other ❑
Dredge ❑ Fill ❑ Both ❑ Other ❑
Dredge ❑ Fill ❑ Both ❑ Other ❑
Dredge ❑ Fill ❑ Both ❑ Other ❑
Dredge ❑ Fill ❑ Both ❑ Other ❑
Dredge ❑ Fill ❑ Both ❑ Other ❑
Dredge ❑ Fill ❑ Both ❑ Other ❑
Dredge ❑ Fill ❑ Both ❑ Other ❑
Dredge ❑ Fill ❑ Both ❑ Other ❑
252-.308-2303 ., 1-a93-4RCC)AT ,.

I
STATE OF NORTH CAROLINA
DEPARTMENT OF TRANSPORTATION
BEVERLY EAVES PERDUE
GOVERNOR
September 21, 2012
Stephen Lane
Division of Coastal Management
400 Commerce Ave.
Morehead City, NC 28557
EUGENE A. CONTI, JR.
SECRETARY
SUBJECT: Application for CAMA General Permit .l 100 for
Bulkhead Installation at the Outlet of a Culvert conveying Scales Creek along
NC 24 approximately 0.33 miles west of SR 1308 Bell Fork Road
Jacksonville, Onslow County, WBS # 313.106711
Dear Mr. Lane:
The North Carolina Department of Transportation (NCDOT) is requesting issuance of CAMA General Permit .1100
to install a bulkhead at the outlet end of a culvert conveying Scales Creek under NC 24 at the subject location.
Scales Creek is classified as SC HQW NSW and is also classified as Primary Nursery Area by the NC Division of
Marine Fisheries at this location. Severe erosion has occurred on the fill slope of NC 24 in this location and needs to
be repaired. It is believed that the fill slope erosion is due to the combination of scour effects resultant at the outlet
of the pipe combined with the erosive force of the overland stormwater flow from NC 24 down the fill slope to
Scales Creek. The proposed bulkhead would prevent further scour in this area and would also provide the
foundation to properly repair and stabilize the fill slope to help ensure the stability of NC 24 for the safety and
mobility of the traveling public.
Please find enclosed the following:
1) CAMA Permit application forms MP -I and MP-2
2) Letter addressed to the adjacent riparian property owner; only one letter was sent to the US Marine Corps
Base Camp Lejeune as it is the only adjacent riparian property owner in the vicinity of this project.
3) Certified mail receipts from the mailing to the adjacent riparian property owner
4) Aerial Photo Map and USGS Map
5) Two permit drawings, one showing a Plan View and one showing a Profile View
Additionally, NCDOT by copy of this package is making application to the US Army Corps of Engineers and the NC
Division of Water Quality for the appropriate 404 and 401 permits for this project.
NCDOT acknowledges that $400.00 will be debited against the WBS element provided above for processing this
CAMA General Permit .1100 application.
Thank you for all your help working through this process. If you have any questions or need additional information
in this regard, please contact me at [phone].
Sincerely,
Stonewall Mathis
Division 3 Enviro Pnttalicer
Enclosures
5501 BARBADos BLVD. CASTLE HAYNE, NC 28429
Phone: [phone] Fax: [phone]

IN MP-1
APPLICHION for
Major Development Permit
(last revised 12/27/06)
North Carolina DIVISION OF COASTAL MANAGEMENT
1. Primary Applicant/ Landowner Information
Business Name
Project Name (if applicable)
NC Department Of Transportation
NC 24 Scales Creek Bulkhead Project
Applicant 1: First Name
MI
Last Name
Stonewall
D
Mathis
Applicant 2: First Name
MI
Last Name
If additional applicants, please attach an additional page(s) with names listed.
Mailing Address
PO Box
City
State
5501 Barbados Blvd.
Castle Hayne
NC
ZIP
Country
Phone No.
FAX No.
28429
USA
910 - 341 - 2036 ext.
910 - 675 - 0143
Street Address (if different from above)
City
State
ZIP
Same
-
Email
[e-mail]
2. Agent/Contractor Information
Business Name
N/A
Agent/ Contractor 1: First Name
MI
Last Name
Agent/ Contractor 2: First Name
MI
Last Name
Mailing Address
PO Box
City
State
ZIP
Phone No. 1
ext.
Phone No. 2
- ext.
FAX No.
Contractor #
Street Address (if different from above)
City
State
ZIP
Email
<Form continues on back>
252-808-2808 .. 1-888-4RCOAST . www.nccoastaimanagement.net

Form DCM MP-1 (Page 2 of 5)
APPLICATION for
Major Development Permit
3. Project Location
County (can be multiple)
Street Address
State Rd. #
Onslow
On S. Side of NC 24 —0.33 miles W of SR 1308 Bell Fork Road
NC 24
Subdivision Name
City
State
Zip
n/a
Jacksonville
NC
n/a -
Phone No.
Lot No.(s) (if many, attach additional page with list)
910 - 341 - 2036 ext.
NCDOT ROW, I I ,
a. In which NC river basin is the project located?
b. Name of body of water nearest to proposed project
White Oak
Scales Creek
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
Scales Creek to Northeast Creek to New River
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.
Jacksonville
4. Site Description
a. Total length of shoreline on the tract (ft.)
b. Size of entire tract (sq.ft.)
—100 ft within ROW at location of project
> 1 acre (NCDOT ROW)
c. Size of individual lot(s)
d. Approximate elevation of tract above NHW (normal high water) or
n/a, I I
NWL (normal water level)
(If many lot sizes, please attach additional page with a list)
0 to 20 feet ®NHW or ❑NWL
e. Vegetation on tract
Roadside grasses and weeds along road shoulder and fill slope areas.
f. Man-made features and uses now on tract
NC 24 Highway with guardrail and box culvert to convey Scales Creek
g. Identify and describe the existing land uses adiacent to the proposed project site.
US Marine Corps Base Camp Lejeune is adjacent to the NCDOT ROW in this location. This area has a chain link fence for
access control to the military base which has been maintained. Woods are beyond the cleared area around the fence.
h. How does local government zone the tract?
i. Is the proposed project consistent with the applicable zoning?
n/a
(Attach zoning compliance certificate, if applicable)
[]Yes ❑No ®NA
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 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>

Form DCM MP-1 (Page 3 of 5)
APPLICATION for
Major Development Permit
m. (i) Are there wetlands on the site?
❑Yes NNo
(ii) Are there coastal wetlands on the site?
❑Yes NNo
(iii) If yes to either (i) or (ii) above, has a delineation been conducted?
❑Yes NNo
(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.
Roadway drainage flows down the fill slope and into Scales Creek.
Upstream water flows through existing box culvert which
conveys Scales Creek.
5. Activities and Impacts
a.
Will the project be for commercial, public, or private use? ❑Commercial NPublic/Government
❑Private/Community
b.
Give a brief description of purpose, use, and daily operations of the project when complete.
The fill slope of NC 24 in this location is badly eroded. This is thought to be due to a combination of the existing scour hole
on the outlet end of the box culvert conveying Scales Creek combined with the overland flow from the paved road to Scales
Creek down the fill slope. The proposed bulkhead project should eliminate the effects of the scour hole on the slope by
serving as a physical barrier as well as provide a solid foundation for rebuilding and stabilizing the fill slope.
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.
A turbidity curtain will be installed to encapsulate the area of the bulkhead installation while allowing the main flow of Scales
Creek to continue around the turbidity curtain unimpeded; this is easily facilitated in this specific situation. Guardrail sections
will be removed and an excavator will be driven down the existing fill slope. An upland area about one third to one half the
way up the fill slope from the bottom of the fill slope will be leveled and a mat will be placed on level ground on which the
excavator will sit. The removed soil will be placed on highground for use in backfilling operations. The excavator will drive
sheet pile into the ground at the designated location. This sheet pile will be the permanent bulkhead. The excavator will
continue to level out upland areas along the road fill section as needed in order to move along and complete the length of the
bulkhead. Upon completing the sheetpile bulkhead installation, the degraded eroded fill slope and disturbed area resultant
from the excavator operations will be filled with soil and graded to obtain a smooth flatter slope. Silt fence and any
necessary silt fence outlet measures such as wattles will be installed in upland areas near the base of the new fill and
disturbed area in order to provide the necessary temporary erosion and sedimentation control to prevent discharge to Scales
Creek. The disturbed area will then either be seeded and mulched or sodded to obtain vegetative stabilization. The silt
fence and wattles will be removed upon satisfactory vegetative stabilization. The guard rail sections will be replaced at the
appropriate times to maintain safety of the traveling public. In addition to the aforementioned excavator, dump trucks will be
utilized to bring soil fill to the job site.
d.
List all development activities you propose.
NCDOT proposed to install a sheetpile bulkhead, backfill the area with soil, install temporary erosion and sedimentation
control measures, and seed and mulch or sod the disturbed areas as also described in the answer to 5c above.
e.
Are the proposed activities maintenance of an existing project, new work, or both? Both
f.
What is the approximate total disturbed land area resulting from the proposed project? 2,625 NSq.Ft or ❑Acres
g.
Will the proposed project encroach on any public easement, public accessway or other area ❑Yes ❑No NNA
that the public has established use of?
252.808-2808 .. 1-888-4RCOAST .. www.nccoastalmanagement.net

Form DCM MP-1 (Page 4 of 5)
APPLICATION for
Major Development Permit
In. Describe location and type of existing and proposed discharges to waters of the state.
The existing discharges to waters of the State include the overland flow during storm events from the road down the fill slope
to Scales Creek. Also, at some point the existing culvert was a discharge into Scales Creek.
Proposed discharges into Scales Creek include approximately <0.01 acres (-200 sq. ft) of permanent fill of the surface
waters of Scales Creek for the bulkhead installation and associated fill activities.
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>
6. Additional Information
In addition to this completed application form, (MP-1) the following items below, if applicable, must be submitted in order for the application
package to be complete. Items (a) — (f) are always applicable to any major development application. Please consult the application
instruction booklet on how to properly prepare the required items below.
a. A project narrative.
b. An accurate, dated work plat (including plan view and cross -sectional drawings) drawn to scale. Please give the present status of the
proposed project. Is any portion already complete? If previously authorized work, clearly indicate on maps, plats, drawings to distinguish
between work completed and proposed.
c. A site or location map that is sufficiently detailed to guide agency personnel unfamiliar with the area to the site.
d. A copy of the deed (with state application only) or other instrument under which the applicant claims title to the affected properties.
e. The appropriate application fee. Check or money order made payable to DENR.
f. A list of the names and complete addresses of the adjacent waterfront (riparian) landowners and signed return receipts as proof that such
owners have received a copy of the application and plats by certified mail. Such landowners must be advised that they have 30 days in
which to submit comments on the proposed project to the Division of Coastal Management.
Name Commanding Officer, Attn: Mr. Joe Ramirez Phone No.
Address PSC Box 20004 Camp Lejeune, NC 28542-0004
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.
USACE Permit Action ID 199402926 to NCDOT issued 3/9/98 NCDWQ Water Quality Certification No. 3140 Project #95859
with modification on 12/5/2001 issued to NCDOT issued on 5/1/97 modified 1/9/2002
NC DCM Permit # 77-97 issued to NCDOT on 8/12/97 renewed
1 /30/2001
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.
2 5 2 - 8 0 8 - 2 8 0 8 :: 1-888-4RCOAST :: www.nccoastalmanagement.net

Form DCM MP-1 (Page 5 of 5)
APPLICATION for
Major Development Permit
I further certify that the information provided in this application is truthful to the best of my knowledge.
Date 1121 /2-o 1 Z- Print Name f-�on��✓�1� wjg f�;I
Signature
Please indicate application attachments pertaining to your proposed project.
9DCM MP-2 Excavation and Fill Information ❑DCM MP-5 Bridges and Culverts
❑DCM MP-3 Upland Development
❑DCM MP-4 Structures Information
252-808-2808 .. 1-888-4RCOAST .. www.nccoasta[management.net

Form DCM MP-2
EXCAVATION and FILL
(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
NA
NA
Depth
Final Project
NA
NA
Depth
1. EXCAVATION El 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.
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), 111 cubic yards (average 30' long x 20' wide' x 0'-10' high)
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:
The high ground excavation is necessary for the excavator to sit
level while driving the sheetpile bulkhead. This excavation will
occur largely about midway down the fill slope. The excavator
will need to move along linearly to install the bulkhead which is
why there is an extended path for the excavation.
2. DISPOSAL OF EXCAVATED MATERIAL ❑This section not applicable
a. Location of disposal area. b. Dimensions of disposal area.
After the bulkhead is installed, the excavated material will The disposal area measures approximately 75' L x 30'-
be used as permanent backfill for the bulkhead and will 40'W
level up and flatten out the existing eroded fill slope
landward of the bulkhead. The excavated material will be
temporarily stored uphill on the fill slope and shoulder areas
of the roadway while the bulkhead installation occurs.
C. (i) Do you claim title to disposal area?
®Yes ❑No ❑NA
(ii) If no, attach a letter granting permission from the owner.
d. (i) Will a disposal area be available for future maintenance?
®Yes ❑No ❑NA
(ii) If yes, where?
Same location
e. (i) Does the disposal area include any coastal wetlands/marsh 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. (ii) If yes, how much water area is affected?
2-E ,r3 pis :- :; revised: 12/26/06

Form DCM P- (Excavation and Fill, Page 2 of 3)
❑CW ❑SAV ❑SB Approximately 200 square feet of open water will be filled.
_ OWL ®None
(ii) Describe the purpose of disposal in these areas:
a. Type of shoreline stabilization:
b. Length: 36 feet
®Bulkhead ❑Riprap ❑Breakwater/Sill ❑Other:
Width: 1 foot
c. Average distance waterward of NHW or NWL: — 1 FT
d. Maximum distance waterward of NHW or NWL: — 2 FT
e. Type of stabilization material:
f. (i) Has there been shoreline erosion during preceding 12
Steel Sheetpile backfilled with soil and stabilized with seed and
months?
mulch or sod
®Yes ❑No ❑NA
(ii) If yes, state amount of erosion and source of erosion amount
information.
Unsure as to amount. The source of the erosion is the existing
roadway fill which is thought to be eroding due to the scour
from the outlet of the box culvert conveying Scales Creek in
combination with the overland flow from the road shoulder
down the fill slope to Scales Creek.
g. Number of square feet of fill to be placed below water level.
h. Type of fill material.
Bulkhead backfill —200 Riprap
Soil.
Breakwater/Sill Other
i. Source of fill material.
Two sources: one will be the existing fill removed for the excavator
in order to drive the sheet pile and also off site upland borrow
sources will be used to bring in additional fill as needed. The fill
material of approximately 111 cubic yards resultant from the
excavator leveling will be replaced and graded in same/similar
areas from which it was removed. It is estimated that an
additional 100 to 120 cubic yards of soil material will be brought
in to bring the fill slope to the desired level to have a smoother
flatter slope.
4, OTHER FILL ACTIVITIES ®This section not applicable
(Excluding Shoreline Stabilization)
a. (i) Will fill material be brouqht to the site? ❑Yes ❑No El 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
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 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)?
Excavated material will be stored on uphill and shoulder areas of Excavator will be used to drive sheet pile and perform necessary
the roadway during bulkhead installation. Upon completion of excavation, fill, and grading operations. Dump trucks will be
the bulkhead installation, the excavated material will be used to bring in additional necessary soil fill material.
redistributed on the fill slope and additional fill material will be
252-808-2808 :: 1-888-4RCOAST :: wwwmccoastaimana..g.e....me.,.nt net revised: 12/26/06

Form DCM Nei`-2 (Excavation and Fill, Page 3 vi 3)
brought in to bring the fill slope to the desired level. It is thought
that the temporary stockpile will be in place of such short
duration that erosion of said material is not anticipated to be a
problem. The additional fill material will only be brought to the
sight upon completion of bulkhead installation. A turbidity
curtain will be installed at the outset to help incapsulate any
turbid water resultant from the driving of the sheetpile bulkhead.
After the sheet pile is installed and the area is backfilled, silt
fence and silt fence outlet wattles will be installed near the toe
of the fill to help prevent sediment and/or turbidity entering
Scales Creek. Also, the area will be permanently seeded and
mulched or sodded to achieve permanent vegetation
stabilization.
C. (i) Will navigational aids be required as a result of the project?
❑Yes ®No ❑NA
(ii) If yes, explain what type and how they will be implemented.
9/21 /2012
Date
NC 24 Scales Creek Bulkhead Project
Project Name
NC Department of Transportation - Stonewall Mathis
Applicant M
Applicant ignature
d. (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.
252-808-2808 :: 1-888-4RCOAST :: wwwnccoastalmanage:ment._n®t revised; 12/26/06

STATE OF NORTH CAROLINA
DEPARTMENT OF TRANSPORTATION
BEVERLY EAVES PERDUE
GovERNoR
September 21, 2012
Commanding Officer
Attn: Mr. Joe Ramirez
PSC Box 20004
Camp Lejeune, NC 28542-0004
Dear Riparian Neighbor,
EUGENE A. CONTI, JR.
SECRETARY
The NC Department of Transportation (NCDOT) proposes to install a bulkhead at the outlet of a culvert on
the south side of NC 24 approximately 0.33 miles west of SR 1308 Bell Fork Road in Jacksonville in
Onslow County. This work is necessary as there is severe erosion that has occurred on the road fill of NC
24 at this location. The proposed bulkhead improvements should restore the area and prevent further
erosion to help ensure the safety and mobility of the traveling public on NC 24. NCDOT is applying for
permits to perform the proposed work. You are being notified of this proposal because of Coastal Area
Management Act requirements to notify adjacent riparian property owners of proposed development.
Please see the enclosed plan sheets and maps for your review in regard to this proposal.
If you wish to comment on the proposed project to the regulatory agency of the NC Division of Coastal
Management, please contact Mr. Stephen Lane by emailing to stephen.lanegncdenr.Qov or write to him at:
NC Division of Coastal Management
Attn: Mr. Stephen Lane
400 Commerce Avenue
Morehead City, NC 28557
You have ten days from receipt of this letter in which to submit written comments to the NC Division of
Coastal Management. No response shall be interpreted as no objection.
Please do not hesitate to contact me if you have any questions regarding this work proposal. Thank you for
your consideration.
Enclosure
Sincerely,
0 mt7
Stonewall Mathis
Division Environmental Officer
5501 BARBADOs BLVD. CASTLE HAYNE, NC 28429
Phone: [phone] Fax: [phone]

NC 24 Scales Creek Bulkhead Project
Onslow County
D 125 250 500 750 1,000
Feet

NC 24 Scales Creek Bulkhead Project
Qnslow County
4 � q
• {t L � �i ��y, ram• �'fi
ti
� T
iL
Bell Fork Road SR 1308
'
�� � Prod ject Site
NC 24
Scales Creek a ~ �
SC HOW NSW `� ~' $
PNA - DMF
-F BSI
\ \N
r +
i•
Jr
0 125 250 500 750 1,000
Feet

NC 24 SCALES CREEK BULKHEAD INSTALLATION PROPOSAL ONSLOW COUNTY
FLOW 3 FT
EXISTING SHORELINE
2FT 15FT
IS FT
EXISTING BOX CULVERT
206FT X5FT
40 FT
PROPOSED
BULKHEAD LIMITS
30 FT 36 FT IN LENGTH
FILL AND EGRADE
SLOPE AS NEEDED
75 FT
SCALE IINCH = 10 FT PLAN VIEW
DRAW4NG IOF 2
SEPTEMBER 21, 2012
t

NC 24 SCALES CREEK BULKHEAD INSTALLATION PROPOSAL ONSLOW COUNTY
PROPOSED REPAIRED SLOPE
AFTER SOIL FILL, GRADING, AND
SEED AND MULCH OR SOD
.M
NOT TO SCALE
FLOW
BULKHEAD STREAM BOTTOM
PROFILE VIEW
DRAWING 2 OF 2
SEPTEMBER 21, 2012

C:3
�11
(Mmestic MaH Only;
No Insurance Coverage
Provided)
0 ^r
Er delivery Information
visit our website at
-,,,,,U
www.usps.comQg
E
C3 Postage
$
117
ru Certified Fee
0Return
Postm rk
Receipt Fee
M (Endorsement Required)
ED
2
4
201? Herl
Restricted Delivery Fee
VL-
(Endorsement Required)
$ LO
cO Total Postage & Fe
es
Sent To
r-q P4 M ot -L
f.,..f Ac' -T� ce(
. . . ........................
1:3 Street, Apt. No.;
r` orPOBox No.
__.
City, State, ZIP+4
PS Form 3800, Augost 200A �ee Mverse foi Instrtictions

liSPS.comC - Track & Confirm
! English Customer Service LISPS Mobile
Quick Tools
Track & Confirm
GET EMAIL UPDATES PRINT DETAILS
YOURLABELNUMBER
70101870000290009060
Check on Another Item
What's your label (or receipt) number?
LEGAL
Privacy Policy >
Terms of Use >
FOIA >
No FEAR Act EEO Data >
Copyright'] 2012 USPS. All Rights Reserved.
Page 1 of 1
Username
Password
Ship a Package Send Mail Manage Your Mail
Hint: It's at least 7 characters I
a letter and number.
Sign In Forgot you:
SERVICE STATUS OF YOUR ITEM DATE & TIME
Arrival at Unit September 25, 2012, 8:33 am
ON USPS.COM
Government Services >
Buy Stamps & Shop >
Print a Label with Postage >
Customer Service >
Site Index >
Find
ON ABOUT.USPS.COM
About USPS Home)
Newsroom >
Mail Service Updates >
Forms & Publications >
Careers >
https:Htools.usps.com/go/TrackConfirmAction.action 10/15/2012

Beverly Eaves Perdue
Governor
October 17, 2012
l�
NCDENR
North Carolina Department of Environment and Natural Resources
Division of Coastal Management
Braxton C. Davis
Director
NCDOT
c/o Stonewall Mathis
5501 Barbados Blvd.
Castle Hayne, N.C. 28429
Dear Mr. Mathis:
Dee Freeman
Secretary
Attached is General Permit 461077 C to construct 36 ft. of bulkhead to stabilize roadway along NC 24, in
Jacksonville, North Carolina.
In order to validate this permit, please sign the permit as indicated. Retain the white copy for your files and
return the signed yellow and pink copies to us in the enclosed, self-addressed envelope. If the signed permit
copies are not returned to this office before the initiation of development, you will be working without
authorization and will be subject to a Notice of Violation and subsequent civil penalties.
We appreciate your early attention to this matter.
Sincerely,
Stephen Lane
Coastal Management Representative
rcb
Enclosures
400 Commerce Ave., Morehead City, NC 28557
Phone: [phone] FAX: [phone] Internet: www.nccoastalmanagement.net
An Equal Opportunity 1 Affirmative Action Employer
NorthCarolina
;Vatmrallry