20011850 Ver 1_Complete File_20011217

F W A TF Michael F. Easley, Governor
\O,4 RpG William G. Ross Jr., Secretary
North Carolina Department of Environment and Natural Resources
00 r Gregory J. Thorpe, Ph.D.
> - Acting Director
O Division of Water Quality
January 14, 2002
NC Department Transportation
Mr. W.D Gilmore
1548 Mail Service Center
Raleigh, NC 27699-1543
SUBJECT: Approval of 401 Water Quality and
Additional Conditions
DOT Mitigation at NE corner of
Bridge from Cedar Point to
Swansboro
DWQ Project # 011850
Carteret County
Dear Mr. Gilmore:
You have our approval, in accordance with the attached conditions (WQC # 3274) to conduct the
following activity at the NE corner of the bridge from Cedar Point to Swansboro in Carteret County. This
approval allows you to:
1). Replace a degraded breakwater;
2). Remove existing fill to restore low marsh;
This approval is only valid for the purpose and design that you described in your CAMA application
dated December 10, 2001 received by the Division of Water Quality (DWQ). After reviewing your
application, we have determined that General Water Quality Certification Number 3274 covers this activity.
This Certification allows you to use your CAMA Permit when the NC Division of Coastal Management
issues it. Please keep in mind that there may be additional Federal, State or Local regulations applicable to
your project, such as (but not limited to) Sediment and Erosion Control, Non-Discharge and Water Supply
Watershed regulations and Coastal Stormwater. In addition, this approval will expire when the
accompanying CAMA Permit expires unless otherwise specified in the General Certification.
This approval is only valid for the purpose and design that you described in your CAMA
application dated December 10, 2001. If you change or modify your project, you must notify the Division
(DWQ) in writing and you may be required to send us a new application for a new certification. If the
property is sold, the new owner must be given a copy of the Certification and approval letter and is thereby
responsible for complying with all conditions. If total wetland fills for this project (now or in the future)
exceed one acre, compensatory mitigation may be required as described in 15A'NCAC 2H.0506 (h). For
this approval to be valid, you must follow the conditions listed in the attached certification and the
additional conditions listed below:
1). Turbidity controls must be maintained during the project construction so that turbidity does not
exceed 25 NTUs outside the project area.(i.e. Turbidity curtains). Please contact this Office at the number
listed below if there are any problems with turbidity.
2). The attached Certificate of Completion (COC) must be submitted to the Division upon final
construction of the site.
- ?1 1 ,'
Ex127 Cardinal Drive t., Wilmington, NC 28405-3845 Telephone [phone] FAX [phone]
An Equal Opportunity Affirmative Action Employer
Page Two
Mr. W.D Gilmore
January 14, 2002
Please notify this Office at the number listed below if any problem arises during the construction of the
project that may affect water quality.
If you do not accept any of the conditions of this certification, you may ask for an adjudicatory
hearing. You must act within 60 days of the date that you receive this letter. To ask for a hearing, send a
written petition conforming to Chapter 150B of the North Carolina General Statutes to the Office of
Administrative Hearings, 6714 Mail Service Center, Raleigh, N.C. 27699-6714. This certification and its
conditions are final and binding unless you ask for a hearing.
This letter completes the review of the DWQ Permit # 011850 under Section 401 of the Clean Water
Act. If you have any questions, please telephone Joanne Steenhuis or Rick Shiver at 910-395-3900.
Sincerely,
Gregory J. Thorpe, Ph.D.
Acting Director, Division of Water Quality
Attachments: GC # 3274
Certificate of Completion
cc: Corps of Engineers Wilmington Field Office - Henry Wicker
WiRO- Joanne Steenhuis
401/Wetland Unit, Central Office - Cyndi Karoly
CAMA Morehead City - Bill Arrington
CAMA Raleigh - Doug Huggett
Central Files
NCDENR
North Carolina Department of Environment and Natural Resources
Division of Coastal Management
Michael F. Easley, Governor Donna D. Moffitt, Director William G. Ross Jr., secretary
0 1 1 834,
December 10,2001
MEMORANDUM:
TO: Mr. John R. Dorney
Environmental Biological Supervisor
Division of Water Quality
FROM: Doug Huggett
Major Permits Processing Coordinator
SUBJECT: CAMA/DREDGE & FILL Permit Application Review
Applicant: NC Department of Transportation
Project Location: Carteret County, Highway 24, at the northeast corner of the bridge from Cedar
Point to Swansboro.
Proposed Project: Proposes to replace the degraded breakwater with an o17;shore rock structure, and
restore low marsh to be used as restoration mitigation credit for future
transportation projects. ,
Please indicate below your agency's position or viewpoint on the proposed project and return this form by
December 21, 2(x)1. If you have any questions regarding the proposed project, please contact Bill
Arrington at [phone]. When appropriate, in-depth comments with supporting data is 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
151-8 Hwy. 24, Hestron Plaza II, Morehead City, North Carolina 28557
Phone: [phone] FAX: [phone] Internet h0://dcm2.en r. state. nc.us
An Equal Opportunity 1 Affirmative Action Employer - 50% Recycled 110% Post Consumer Paper
Development Type FEE DCM % DWQ %
(143001601 435100093 1625 6253 (24300 1602 435100095 2341
1. Private, non-commercial
development that does not involve $250 100%($250) 0%($0)
the filling or excavation of any
wetlands or open water areas:
II. Public or commercial development
that does not involve the filling or 5400 100%(S400) 0% (SO)
excavation of any wetlands or open
water areas:
III. For development that involves the
filling and/or excavation of up to 1
acre of wetlands and/or open water
areas, determine if A, B, C, or D
below applies:
III(A). For Private, non-commercial
development, If General water Quality S250 100%(S250) 0% (SO)
Certification No.3301 (see attached)
can be applied:
III(B): For public or commercial
development, if General water Quality S400 100%(S400) 0% (SO)
Certification No.3301 (see attached)
can be applied:
III(C). If General Water Quality
Certification No. 3301 (see attached)
could be applied, but DCM staff
determined that additional review and 5400 60%(S240) 40%(S160)
written DWQ concurrence is needed
because of concerns related to wdter
quality or aquatic life:
III(D). If General Water Quality
Certification No. 3301 (see attached) $400 60%(S240) 40%($160)
can not be applied:
IV. For development that involves
the filling and/or excavation of more 5475 60%(S285) 40%($190)
than one acre of wetlands and/or
open water areas:
DIVISION OF COASTAL MANAGEMENT
FIELD INVESTIGATION REPORT
1. APPLICANT'S NAME: North Carolina Department of Transportation
2. LOCATION OF PROJECT SITE: Highway 24, in Carteret County, at the northeast
corner of the bridge from Cedar Point to Swansboro
Photo Index -2000: Photo #457, grid 11 N 1995: Photo # 436, grid 2 O
State Plane Coordinates x 2568000 y:344400
3. INVESTIGATION TYPE: CAMA/D&F
4. INVESTIGATIVE PROCEDURE: Dates of Site Visit - 7/3, 10/29 & 11/28/2001
Was Agent Present - YES (Phillip Todd)
5. PROCESSING PROCEDURE: Application Received -11/26/2001
Office - Morehead City
6. SITE DESCRIPTION:
(A) Local Land Use Plan -Carteret County
Land Classification from LUP - Rural, Conservation
(B) AEC(s) Involved: PT, EW, CS, and CW
(C) Water Dependent: Yes
(D) Intended Use: Mitigation for future Coastal Wetland impacts
(E) Wastewater Treatment: Existing - N/A
Planned - N/A
(F) Type of Structures: Existing - breakwater
Planned - breakwater
(G) Estimated Annual Rate of Erosion: N/A
Source - N/A
7. HABITAT DESCRIPTION: [AREA]
Ti % n.amyn* .l U:11-A l1LL.
as a
(A) Coastal Wetlands - S artina 4,118 sf
alterniflora, Spartina patens, Distichlis
s icata
(B) Shallow Bottom 10,340 sf
(C) Other - High Ground in AEC
31,200 sf
(D) Total CAMA AEC Disturbed: 45,658 sf (1.048 acres)
(E) Total area disturbed by project 1.048 acres
(F) Primary Nursery Area: No
(G) Water Classification: SA HQW
(H) Open for Shellfishing: Yes
8. PROJECT SUMMARY: The N.C. Department of Transportation is proposing to replace the
degraded breakwater with an offshore rock structure, and restore low marsh to be used as
restoration mitigation credit for future transportation projects.
FIELD INVESTIGATION REPORT
NC DOT - Cedar Point Restoration
PAGE 2
9. PROJECT DESCRIPTION:
The site of this proposal is the northeast corner of the Highway 24 Bridge, from Cedar Point to
Swansboro, in Carteret County. Elevation of the existing fill at the restoration site is
approximately 9 feet, and the breakwater is 5 feet in elevation. The general purpose of the project
is to replace the deteriorating breakwater, which is armored on the offshore side with wood, tires
and fiberglass panels. A new rock structure will be constructed immediately offshore, and the
existing fill will be removed and the site graded and planted to restore low marsh between the
breakwater and the existing marsh. Existing fill will be excavated adjacent to Highway 24 to
restore low marsh and construct a channel to carry estuarine water to and from the marsh.
The site is bordered by the White Oak River on the west, low coastal marsh (Spartina alterniflora)
on the north and northeast, a filled commercial storage site and metal building on the east, and
Highway 24 on the south. Predominant vegetation on and adjacent to this site includes S artina
alteriflora, Spartina patens, Distichlis spicata, and myrtles. This area is primarily commercial.
The site consists of a filled peninsula adjacent to Highway 24 and a filled area along Highway 24
which extends 50' perpendicular from highway 24 near the bridge and extends 100' perpendicular
from Highway 24 at the property line farthest from the bridge. The breakwater begins near the
bridge east headwall and extends perpendicular to highway 24 approximately 490'. Storm damage
has eroded the breakwater on the offshore side significantly and reverted the final 170 feet of the
breakwater to shallow bottom and coastal marsh (except 600 square feet of high ground and
concrete rubble at the very end). The area between the breakwater and fill adjacent to Highway 24
is shallow bottom and low marsh (Spartina alterniflora) in equal parts. No evidence of shellfish
was noted. The filled storage site to the east has a metal building and is void of perennial
vegetation. Soils in the area include Corolla Urban Land Complex and Carteret sand, frequently
flooded. The White Oak River is classified SA HQW at the project site by the North Carolina
Division Of Water Quality. The area is open to the taking of shellfish for consumption, and is not
designated as Primary Nursery Area by the North Carolina Division of Marine Fisheries. The
Carteret County Land Use Plan designates the project area as Rural, with all CAMA Areas of
Environmental Concern designated as Conservation.
The proposal is to replace the deteriorating, storm-damaged breakwater with a new stone
breakwater designed as recommended by the North Carolina Coastal Federation literature. The
area between the breakwater and the existing marsh will be graded and filled with sand from the
site to the same elevation as the existing low marsh, including approximately 1400 square feet of
high coastal marsh. This area will then be planted with Spartina alterniflora. The high ground fill
adjacent to Highway 24 will be graded at a 3:1 slope down to an elevation of 1.2 feet. The grade
will then become almost flat approaching the 8-foot wide steam channel dissecting the site. The
stream channel bank will be at 1.0 feet elevation and the bottom of the stream will be at 0.00
elevation. The area on the north side of the stream will then rise gradually to meet the existing
elevations that currently are vegetated with Spartina alterniflora. Twenty feet of the west end of
the stream and 70 feet of the east end of the stream (approximately 30 feet wide) will be excavated
in coastal marsh. This area has been deducted from the area the NC DOT has requested
restoration mitigation credit.
FIELD INVESTIGATION REPORT
NC DOT - Cedar Point Restoration
PAGE 3
The restoration area adjacent to Highway 24 will be approximately 270 feet wide parallel to
Highway 24, 30 feet deep at the west end and 90 feet deep at the east end. The restoration area
behind the breakwater will be approximately 40 feet wide by 490 feet long. The breakwater will
be constructed from large rock. The area under the breakwater will be excavated to -1.15 feet. A
geotextile fabric will be installed. The breakwater will be approximately 16 feet wide and will rise
with 1.5:1 slope to an elevation of 2.5 feet. The White Oak River side of the breakwater will
include a ledge at 0.35 feet elevation approximately 3 feet wide.
10. ANTICIPATED IMPACTS:
As proposed, the replacement of the existing breakwater, grading of the site and excavation of the
stream will result in: Approximately 2718 square feet of low marsh and 1400 square feet of high
marsh being excavated for the new stream and the low marsh behind the breakwater;
approximately 10,340 feet of shallow bottom will be excavated and filled to install the breakwater
and obtain grade behind the breakwater; approximately 31,200 square feet of high ground will be
excavated adjacent to Highway 24 and behind the new breakwater to install the low coastal marsh
and stream. The entire project is in the CAMA Coastal Shoreline Area of Environmental Concern.
Navigational use of the area can occur presently and this use could be expanded with the addition
of the stream. This site was filled in the distant past and the restored areas will result in site
conditions similar to their original hydrology and vegetation. The NC DOT has reduced the
estuarine system excavation impacts associated with this proposal by using higher elevations in the
stream and hand clearing. There is a high probability of turbidity expected during the
construction of the breakwater and marsh. The NC DOT has proposed to use design standards for
sensitive watersheds and standard NC DOT BMP's to minimize these impacts. The primary use
of this site will be for future mitigation needs. The restoration should improve the water quality in
the area by reducing erosion and increasing the area of low marsh. The replacement of the
breakwater will protect the fragile marsh system behind it.
The collective disturbance area for the project is 1.048 acres. Most of this area will be restored to
coastal marsh.
Bill Arrington December 10, 2001 Morehead City
Form DCM-MP-1
APPLICATION
(To be completed by all applicants)
b. City, town, community or landmark
1. APPLICANT
c. Street address or secondary road number
rJ C
a. Landowner:
Name N • C - 11 T "1" pF -TMW-'YCCTM iCN
Address \"12? Mrs ????- alp JTTQ-
ZA?e?(sN
City
State k-2 (-
Zip 4-4-04 - I" Day Phone c) 19 --1 33 - 3 %`+I
Fax 019 -+ 33 9424
b. Authorized Agent:
Name
Address
City
Zip
Day Phone
Fax
State
c. Project name (if any) 71P n+ '--- 9L%o5'w r-n
SwavSVw'e"o a CV--,Pr, Po"M
NOTE. Pernit will be issued in name of landowner(s), and/or
pwjed name.
2. LOCATION OF PROPOSED
PROJECT
a. County CPtTtt Z-r I oNSr.a,Q
d. Is proposed work within city limits or planning
jurisdiction? X Yes No
e. Name of body of water nearest project (e.g. river,
creek, sound, bay) uJ STS- 04`t- Z+v E R.
3. DESCRIPTION AND PLANNED USE
OF PROPOSED PROJECT
a. List all development activities you propose (e.g.
building a home, motel, marina, bulkhead, pier, and
excavation and/or filling activities.
oo?.?s?., c,T M+T G aTQN S?'?.
b. Is the proposed activity maintenance of an existing
project, new work, or both? Neu.) Woe-
c. Will the project be for public, private or commercial
use? (::u gi-1 C
d. Give a brief description of purpose, use, methods of
construction and daily operations of proposed
project. If more space is needed, please attach
additional pages.
c1xe?t,T
F:b. FvTy vy' ???`?
Form DCM-MP-1
4. LAND AND WATER
CHARACTERISTICS
iAWa.lstDta -
a. S ize of entire tract s1-"_ Pt:x -1 - ' Pf 2
b. Size of individual lot(s) 1414
c. Approximate elevation of tract above MHW or
NWL a-5
d. Soil type(s) and texture(s) of tract
SA*in , r,5l?rvny ?,o?c?-.
e. Vegetation on tract (' 2ccee. ??a"!n[
Sna_w
f. Man-made features now on tract
. N()Ne
g. What is the CAMA Land Use Plan land
classification of the site? (Consult the local land use plan.)
Conservation X_ Transitional
X Developed Community
Rural Other
h. How is the tract zoned by local government?
Is the proposed project consistent with the applicable
zoning? Yes X No
(Attach zoning compliance eeRffieate, if applicable)
j. Has a professional archaeological assessment been
done for the tract? x Yes No
If yes, by whom? Pam oc Neap 114-01-1-M 'F"cZ
-nF,tt e,-Z?os " NCnoT AZA44 nn4 oVJ1--(_-%kr -
k. Is the project located in a National Registered
Historic District or does it involve a National
Register listed or eligible property?
Yes X _ No
1. Are there wetlands on the site? X Yes No
Coastal (marsh) X Other
If yes, has a delineation been conducted? ` S
(Attach documentation, if available)
m. Describe existing wastewater treatment facilities.
N/A
n. Describe location and type of discharges to waters
of the state. (For example, surface runoff, sanitary
wastewater, industrial /commercial effluent, "wash
down" and residential discharges.)
?U1 A?.rSF?oz ? 5+?.
o. Describe existing drinking water supply source.
N /A
5. ADDITIONAL INFORMATION
In addition to the completed application form, the
following items must be submitted:
• A copy of the deed (with state application only) or
other instrument under which the applicant claims title
to the affected properties. If the applicant is not
claiming to be the owner of said property, then
forward a'copy of the deed or other instrument under
which the owner claims title, plus written permission
from the owner to carry out the project.
• An accurate, dated work plat (including plan view
and cross-sectional drawings) drawn to scale in black
ink on an 8 1/2" by II" white paper. (Refer to
Coastal Resources Commission Rule 7J.0203 for a
detailed description.)
Please note that original drawings are preferred and
only high quality copies will be accepted. Blue-line
prints or other larger plats are acceptable only if an
adequate number of quality copies are provided by
applicant. (Contact the U.S. Army Corps of
Engineers regarding that agency's use of larger
drawings.) A site or location map is a part of plat
requirements and it must be sufficiently detailed to
guide agency personnel unfamiliar with the area to the
NCDOT/P&E BRANCH Fax:[phone]
Form DCM-MP-I
site. Include highway or secondary road (SR)
numbers, landmarks, and the like.
i
• A StoMwater Cerutkatlon, if one is ns=mary.
• A list of the twines and complete addresses. or the
&Qaaent waterfront (Nparlm) landowner's and
signed return receipts AS proof teat its owners
b*,Vt radvad a copy of the applleatim and plats
by wdfied mall. Such landowners must-ba advised
that they have 30 days In which to submit comments
on then proposed Project to the Division of Coastal
Management. Upon signing this form, the applicant
further certifies! that such notice his been provided,
Name ?eEw ?ro?.?c
Address
Phone

Nuns aF 9,,?ansPpE2
Address
Phone Awobapwp' %X.

Hams McA?°"''S
Address
Phone C>s ?y

• A list of previous state or federal permits issued for
work on the project tract. Include permh numbers,
permittee, and issuing dates.
• A check for $'ZSO made payable to the Department of
Environment, Health, and Natural Resources
(DEHNR) to -cover the costs of processing ;the
application.
• A signed AEC hazard notice for projects in
oceanfront and; inlet areas.
• A statement ; of compliance with the N.C.
Environmental Polley Act (N.C.G.S. 1113A - 1 to
10) If the project involves the expenditure of public
funds or use of public land's, attach I statement
documenting compliance with the North Carolina
Environmental; Policy Act.
Dec 4 '01 1643 P.03
6. CERTIFICATION AND PERMISSION
TO ENTER ON LAND
I understand that any permit issued in response to this
noication will allow only the development described in
the application. The project will be subject to conditiow
and. restrictions contained in the permit.
I wdfy that to the best of my knowledge, the proposed
activity complies with the State of North Carolinas
appmved Coastal Management Program and will be
conducted in a manner consistent with such program.
1. certify that I am authorized to gam, and do in fact,
.grant permission to repmenta lees of state and federal
review agencies to enter on the sbrmaemtioned lands in
connection with evaluating information related to this
permit application and follow-up monitoring of the
PMJeax.
)1 finer certify that the information provided in this
application is truthful to the best of my knowledge.
r7 _6
-MIS is the day of ?2
Print Name
'
Signature 1a, c4k)
,; dog -r or As&odud Ateu ?j' I ru'u
Pieria indicate attachments pertaining to your proposed
project.
DCM MP-2 Excavation and Fill Information
? DCM MP-3 Upland Development
DCM MP-4 Structures Information
DCM MP-5 Bridges and Culverts
DCM MP-6 Marina Development
NOTE: Please sign and date each attachment in the
space provided at the bottom of each form.

. Form DCM-MP-2
EXCAVATION
AND FILL
(Except 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.
Describe below the purpose of proposed excavation or
fill activities. All values to be given in feet.
Access
channel
(MLW) or (NWL)
Canal
Boat
basin
Boat
ramp
Rock
groin
Rock
breakwater
Other
(Excluding
shoreline
stabilization)
rau 50-VU - 315°, ?`I
'WJW_W LZI ? - N , Cl
TOE a? ?cxUst a+?o?1 4, koB k
1. EXCAVATION
a. Amount of material to be excavated from below
MHW or NWL in cubic yards 4, to 8'r
b. Type of material to be excavated
F1 V.. MR'C?4.Y^ ?a--
c. Does the area to be excavated include coastal
wetlands (marsh), submerged aquatic vegetation
(SAVs) or other wetlands? ? Yes No
d. Highground excavation in cubic yards ay_
Mra? S;?t. -? X410 V1
oAa- G`1
c;cwrw?cL -? .?----
J'0U.4,cn,,.uv•1110" pVG? C`1
2. DISPOSAL OF EXCAVATED
MATERIAL.
a. Location of disposal area VE --t"
st-!_ ?oltna Qc+-
b. Dimensions of disposal area N Ja -
c. Do you claim title to disposal area? ht 1q
Yes No
if no, attach a letter granting permission from the
owner.
d. Will a disposal area be available for future
maintenance? Yes No t,l fA
If yes, where?
Revised 03195
Form DCM-MP-2
e. Does the disposal area include any coastal wetlands
(marsh), SAVs or other wetlands?
Yes ? No
f. Does the disposal include any area in the water?
Yes ? No
3. SHORELINE STABILIZATION
a. Type of shoreline stabilization
Bulkhead ? Riprap
b. Length qqo
c. Average distance waterward of MHW or NWL
35/
d. Maximum distance waterward of MHW or NWL
e. Shoreline erosion during preceding 12 months
rn Ql?
(source of information)
f. Type of bulkhead or riprap material Ct4?" z
g. Amount of fill in cubic yards to be placed below
water level
(1) Riprap 4.10 C1
(2) Bulkhead backfill
h. Type of fill material Cis = etc' P`lf
i. Source of fill material w /A,
4. OTHER FILL ACTIVITIES
(Excluding Shoreline Stabilization)
a. Will fill material be brought to site?
Yes ? No
If Yes,
(1) Amount of material to be placed in the
water
(2) Dimensions of fill area
(3) Purpose of fill
b. Will fill material be placed in coastal wetlands
(marsh), SAVs or other wetlands?
? Yes No
If yes,
(1) Dimensions of fill area 58 cy
(2) Purpose of fill 7t°`4?1'' r_"t"Z_T" AM-,"
5. GENERAL
a. How will excavated or fill material be kept on site
and erosion controlled?
TV t?l??r`I GV r_-nW ' F?QAS?NCv., bfS' e?
I
gr-a,,r,,,c-?I 7zR. SANS ?VC? Wptt.z.s r c ,
NC.nCT 'Q M'T %s
b. What type of construction equipment will be used
(for example, dragline, backhoe, or hydraulic
dredge)?
c. Will wetlands be crossed in transporting equipment
to project site? ? Yes No
If yes, explain steps that will be taken to lessen
environmental impacts. 11P NfLr_&UC4.,
M?trS lU l 49E lJn _44tn
?nw?c rS lnT r>S
C? moo[. ?bir t? cw S. M
Appliant or Projecl Name
/7 L
OIL,
CJ' Gw-
c,
S*W ure
aI7 1
Date
Revised 03/95
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-I. Be sure to complete all
other sections of the Joint Application that relate to this
proposed project.
a. Type and number of buildings, facilities, units or
structures proposed N /A
b. Number of lots or parcels I
d.

Y
1
z
3
e.
0
1 0 ?
w
Size of area to be graded, filled or disturbed
including roads, ditches, etc.
I '?1 ,Au -
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.
If applicable, has a sedimentation and erosion
control plan been submitted to the Division of Land
Resources? Yes %X- No
If yes, date submitted
f. List the materials (such as marl, paver stone,
asphalt, or concrete) to be used for paved surfaces.
Density (give the number of residential units and the
units per acre) N / A,
N/A
g. Give the percentage of the tract within 75 feet of
MHW or NWL, or within 575 feet in the case of an
Outstanding Resource Water, to be covered by
impervious and/or built-upon surfaces, such as
pavement, buildings, rooftops, or to be used for
vehicular driveways or parking. N 1A
h. Projects that require a CAMA Major Development
Permit may also require a Stormwater Certification.
Has a site development plan been submitted to the
Division of Environmental Management for review?
Yes V_ No
If yes, date submitted
i. Describe proposed method of sewage disposal.
N /A
j. Have the facilities described in Item ? . above
received state or local approval?
(Attach appropriate documentation)
k. Describe location and type of proposed discharges to
waters of the state (for example, surface runoff,
sanitary wastewater, industrial /commercial effluent,
"wash down" and residential discharges).
t.1/A
1. Describe proposed drinking water supply source
(e.g. well, community, public system, etc.)
N ?-4
m. Will water be impounded? Yes ? No
If yes, how many acres?
n. If the project is a oceanfront development, when
was the lot(s) platted and recorded? N 4
Tip M n C??..? mac.
?-a?oSult? ??
Applicant or Project Name
signature
_i Z' ?0 /
Date
Crz
Form DCM-MP4
STRUCTURES
(Construction within Public Trust Areas)
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 which relate to
this proposed project.
Dock(s) and/or Pier(s) - WA
(1) _ Commercial -Community _ Private
(2) Number
(3) Length
(4) Width
(5) Finger Piers Yes No
(i) Number
(ii) Length
(iii) Width
(6) Platform(s) Yes No
(i) Number
(ii) Length
(iii) Width
(7) Number of slips proposed
(8) Proximity of structure to adjacent riparian
property lines
(9) Width of water body
(10) Water depth at waterward end of pier at
MLW or NWL
b. Boath ouse (including covered lifts) - N A
(1) Commercial Private
(2) Length
(3) Width
c. Groin (e.g. wood, sheetpile, etc.) - N /A
(1) Number
(2) Length(s)
Breakwater (e.g. wood, sheetpile, etc.)
(1) Length 410
(2) Average distance from MHW, NWL or
wetlands 3S
(3) Maximum distance beyond MHW, NWL or
wetlands `} S
?p?,wt?R. ?-cwcrt,i?e
e. Mooring buoys - t3 /4
(1) _ Commercial -Community _ Private
(2) Number
(3) Description of buoy
(Color, inscription, size, anchor, etc.)
(4) Width of water body
(5) Distance buoy(s) to be placed beyond
shorel ine
f. Mooring structure (boatlift, mooring pilings, etc.)
(1) - Commercial -Community _ Private
(2) Number
(3) Length
(4) Width
g. Other (Give complete description)
TOP dt cu)-m- VOWT 1?^T1(*albN 51-N4
V, - a) as wM "m-hr.,sFow r? r ??o s,-r4
Applicant or ject Name
L
Signature
C' 1,
Date

1 I WN%TE OAK

i R%GER

?J

''1
••
` •
POT Ste 55.17.96 { • •' •
• ?
,?• . • , •.. Ap
:?o i ti
c
4
qr._. .... ;
. :: ?h 4
a
o
.... :. g
I
1 s • N 4ti s . •

D 4ys

9
'•6g i 'OJ' . • CC) CD

I
I's
'
s I '•
_
?s' .e?
00 C7

m
. t (n
c Ste 55.94. 4 I ! •• -? D
s I ?'J Q
B
•
(D C
I : : 0
H I j
! ? N
Ln Z

i
1 : .B o
.9'' •' B ' ?9

I 1 9 (D
-

2 0

q
I pS I rr
i p?
r9 dt
: 2
... : "
J
'. •... (D
O
D
Yri I '
9
,, ,• Cf)
` I 9 S? ?
? Q
<
m ? 1
I •?6 .
'. Z

I I• o vJ. , P D
Frl
?• ,9. I n _.
I s 0; o O
`
•

6B I

' .y

tB9J6

•

.
. o
.01
S s

?
o
?
•
o -
I = ,• I J {sS .
, pS ?
Un

I J I 1.20
I I 7

I

I ?'
•9p ?O ,

5
7
•
a

J
G
C I
I 1 f S 17
90'
s
•
C iA ?B
S O {6'

' ?
•S{• 'B!
9 R
i S .
N 'd) e7
, CI
>
D
n ?
CD N
(D 0
N p¢ ffff????
? 2 O Q
f w G`
I t ¦ U)
m -+
A
$ = 1
o
Q

v
1A
(D
• s Q
om ?
! i
WN%TE aAK
I I R%VER

u?r
•+J

I x ?

POT Sta 55•i7.96 i ?• • ?' • •• . '? •. tic
44

,
I BS ? / N S °ss
I ? ::
I ;; ?\ D s2
CC) (D
I I ?s +si O 0 [ ?I

C St
55. I ? D
o
94. 0

I N D z

I I
• < r--
x ?Oa I• ? I ?s? 1 ••+s -? (D ? G7

I
?
i I 9 BSI Q Z
i
4
I .

I '. I { :

? I: 9
b m

a
? z

T CC) ---
?
I : ° SJ• •.
N ? rTl

6 Z
B
I 9 t6
I ?
B
\
°9S °B6 SJ
OS,
-}'
N
_
CC : •
? ? ' ' .. \ ........ .

I I i"• °

S
I e
I ?
I
'9° ?O 6J
seir I
I fto y
s s? 6 o ds c

N

' D D
a' D (D
Q 0 W (D
(D
i
f
O
(D
x Qpo9
o [
Q
N

a (D
a
D
o n : r. D (D
Q
0
O
(CD --
N
Cl)
3: C
m Ac S/o c? / // I
Q D
2ix
CD -I
o ByT? % ' ' /a O
(D
-+
(D fTl =
o d
? (D
:t CD
' sy .JR O
02
%p y i P
= m
•?iiy? ? .) r93. ' m
Mrn
CID' `'ate r % ) O =
of ? c'
" m -Tl
If.
/O % O o Q?
6- 9p? O o ? D D 2 m D
i } D z z 1 ti V A
e r m CD CO (D Q W - Z
LA CD C)
/O M !O 9) O m
\96 n D O
C =C O D O
, N
\ cD CD
\ a a c O -
\ D n - D 0 Ln -'?
co 0 (n
\ ??? N C -?

00 ? V

POT Sto 55.17.96
zz?z
PC Sto 55
0
0
i
T
i
i
B?
i
I
l
i
I
r
r
? pB
VO
S
r
¢99
I'.
sew ,
I
I
I
I
666.
s
?f
N
0
S
'i'!•6s,'
r
I
1 )S I {
Td. O I .I
I S ?J"
I
r pl ? ,I
I ;
I
1
r •
STA. 6'.
•II
r I •I
r
I ?1
r g ^s'w ,
STA. 7. 0
I
T :TJ. 99
ss'
STA. • .50
B9
9
. i O O
•I
$TApg
? •9p 20
I
Oro

x
N
P
n
0
a

• 9 ? ys, ? 9j ,\
1; (( i
S Jt -O
_ B1,, i\9 6 O)
?B
B
S?,r I'• r
61
) 's
ry O !'?
m
x r
r+i 7 C
C.,
F
P
_ I; b l d
• ?O
.10
S 177,90' 1-BB
s sj 41
6'B
?.,.°'"?~s' " • • fires -
!• : OI` _ . ,ids, - - . / O ?•9)
•6
! •6
44o e /
T ?! h J
• ?t 6
114 '9?
WH/Tl' OAK
R%V?R
C
m

f-
?

CD G7
O
C
Z
m ?

X. 0
D
O
Z
C) r^
L/)
z \ Q.
p ?
p q °s) sJ (n N
,9'p B6
°s O
' S S
S
0, J5 ?
OB
t

?JJ

.
POT Sto 55.17.96 ?;•= - 6S,

i ?B 1 d \ 9?

69 1 I I 1 '

I
?1 -
.
6i;
PC Sto 55-94.,4 -°_ - •I, +
I
20 ,
I I I 9
- I S
1 ' /
? ` J
i
'', 1 1 6

I
1 Q'

Q . 9
I •6
6
1
1?
I
I

I
1
r

I
I I
'
i-
:
I
I

x
x
06 .
S?

o I
I _ ?
r, I Isl .I

y ¢99
z s

?

I' I

1
1 ,

1 O
SJ
'
r
I
I
I
1
I
i
Q6.
s
t
I 6
1 I:
i I' I I.9
J6.
(J ?
19
I I' ? 0 ?'0,
.? 9 f J •-
6
90
I
• feo

In
Q
VI
1
n
m
s ?
•
s
WH71
11 QAK
L7%V ?R j
i / "'?w'6J
.? ? I. .76`3... - - - .I p •9,
??,' ??)! -•J - - "jam
• '6
?S
O 4? CRlO
e CD (D
y? a O 6
I Ln Q D
!J .
1?r
'1S9 ?J?
?d s
'1!I
?D.
f
1
2
O
Q ] c O
O m (D Z
O q-0 N
. .6B O!9
s O G-)
o D
cn -I
(D
Q Z
O CA
CL M
!9
? S 6
197, L n
!2 / v
S S
S
177 9 0 ? T?/
• S 6? _ •6B ? .
sB
!

z--
l? R z
m >i T

4

•? t
f
O ?b
D
CD
(D
(D p
O CD
cl)
C
TQ
(D
a
POT Sto 55.17.96
b"-
i
,69
i
i
t
PC Sto 55.94.
?1p
1
i
?pB
N '
o I'pS
n '
o ?
r '
m
m ?99
z i
6_.
6B.C7

I .,r v
C?l
ss
6
9

_•T? a70
D-
?resil? o •"? 1`•9/
I,
' B,s?s I
I { 1;
I ' J 111
I;
I ;
I
.I
'I
T ? YM
9
I ,
I
1 (I?
I O ,?
I ,
Is\ '
i I , s?! FaI.19J6
T j?~r7 , I'e9
I J
?I' . 1 pI B 9p,
I
6 •
i
? •9p
I f?
m
x
N
t
n I?
a ?
a ?

6e

S6
w H%g? s A K
R%VjFR
i / "'•'ri 6J
,.?'.?$e. • • ' • uses .
s r
,s
W tiC t ?, r.
4p Cp/O ry 1
e-
(D O 96
y? O f Y
[ c: m (' a
Ln CD
(D o
/? . rn = a
(D
?J W
C
O- D
0 (D
0 (D - - j
' pee p?9
\ cn D
Q !Jg C
9 \ Q Z X
1 ,!6,e Q Q. VI )
li m ? _ M X7-1 ? Yl
a
N ?
!9,
r9E • lp ? -T ?
by '• \ ? ~j J
ag, >0
?, S 6 {
O f
? rpi OS
n
ISS
2
J+
C?

Oe 1 nl

D C
D
CO CD
(D a 0 41

/? !n U
T
+ 1? C1
C
C ?
{
(
Q
, y`
n
?-_
a

} _
Q
r
F
o

C)
n

1
T .
O ?
v
1

m
06
o 0
o

CD
3 ?
o
On
2 N

ON
y
Jc
Inc
o?
-
C
l J

C
r
c
i
;3 0

?3
{

oN m
O V1
a
O
N
Y
,y
J?
?`
J
]
-TI n

c m
o
N D
y, ? w

O 1, O
D m
1 D

lD
Ctl U1 D
m
4 o G?

?
v
? zz
g o0? O
C Z
G
$ a $ at
g
- $ a
+ Q
m n

~J
? a ._., N
M

si?f?$ f
n Q
K M
m
s ? m
0
0 D
;D
7 m N
D
O
S 'I Ln

r C
n ?
%W
0

7
L=
i
cn
n
1
rn
W
CD
O
CD
V 1
n
rnrn?
?V
-- 0
Q
n
II
D
O
D
0
z
V ?
m?
I?

F \j
rO
V ?
m m
ro m m
< < cD
? N
41
L.n L
n
0
m
O i
e,
CD
O
d W
n
-?
•• m
m
<
• o
O O
f
i
O.
x
m Uj
O
O
o m o
O (D {
co
o. o "
Q
o M
(D
N O
O
fi
re
m
x_
N

m
nx
N m
v -+
<
o 5
x
it
_
o ?
{o
ro N

C) m
m f ?
CD
{
< 71 o
m ]
N
O
?l

a
u?
m

J
a
i

pm
0
0
o ?1
00
0 1
qc
0
041
P -1
0r
-'3
ON
0
ti
N
N_
O.
O

• i o
Z ?\ o
\ •T,y iE_01
Off
3?
n
m
0
D

CO O
c mZ
a

m m G-)
\ x D
o -j

• ry
J
O O
'? Z
r
• 10 C
V)
O C -1
Mrn
a m
-? D
M '

c n

7 ?
i VCT,-

0
IF.
r=
0
is •
,y
1
C " ?l
4 l
G
d
I -
N
M
O
o -'
dJ ?
()j
J
o ?
m
n
LA
n

41
m .

B
0

? S

O

o O
(A
K4
I+ R?A 2
%C
IA Y O ?
.
,40

r
N
7r
or- 03
ON -

j N
to
? N
N

N Y

m

o - cc) o
z
n -?
CD

-
rrl C
)
M D

N C z
$aalB?s Q4 J
' N C
X It
E a .?
t
? Y ^

c7 C)
? N
C -1
s
aita:?k? ?
o O MM
? a

M
'.• D .Z7
I
?' > O O D N_
R
. fl

: 7 Q

Ln
r ?

CD
°
71-
y •??,,..,, •? ' 'L'am ?,
No BqT ! - - . ?? ti
40 ?9 9`tr i N @.. 1
C ;y ; ? ~ -•
? lYS' Sip , l'? ?.(9 ` - ;?-
m ;,• i' `` OBE'`^., '? '. ?? stf• '` s• y
s ? ' !gam °s9` 9e '?o o ??. 9>.?.:•s ?• ', i ?. A ? ?
' ?y C• F J' .6. ,p 2
, IT
Ov ?? U'`' • O m 1 6 s $i 4.
?7 4j 'S'. C7
Z Z m D
N L O -1 I /?
10 rn m CD
\ N
D ? Ln rh
LAi
\ \ O 0 s
\ 7 r
>F
Mir \
a
w r
q
Sl0 ? / A ?.3' 1

By?? a) CD
CD

'? Ln

, -M c
:E cr
CD

D

76' 1
^ i
9
?i O 9
^2. r LA
x
m

CP,

? .,9 r
C,
RAP, ??,?,(,, i S•_ .) p •? ix

;a s' 9
9

:S n, a
X19, c

'
Os
a? ; -: c ::E n

s
s ' o o a
D
o
f K Z
CO CD
9' N
°s O
/°? m ?i--
(n v
\
2C
:E -I O i O A
N
\ CD O
O
Dn
\ a
t
-? 0 C) MMMM- ::E C-) l
lp \ m D
0
\ D
O
-?
CL z

o
c

OCT.-11'01ITHUI 13:38 SHELLFISH SANITATION
TEL:[phone] P. 002
PROHIBITED TERRITORY
33MTF, OAK RUED AMA CARTERET & ONSLOW COUNTY
Area D-3 (Map 3`i) (Prohibited areas are shaded)
1 KA EA y
CO 0

i?ir?.D
D
} Qeeb lp
a a?
Sea Deer Grask Area Prohibi:ac
for H L+--Zg Iel=a ared Goose
1 CrLaks Descr'-"ati0ui

,cm, ====v C==
sow.0 200490
o ?
Revisions: 2/05/87, _ n 0'717
12/01/88, -4-.
7/03/89, "A"
6/'13/91,
1/98,
3/99
NO PERSON SHAJ?L TAi DR ATTEMPT TO TAKE ANY OYSTERS, CLAMS OR MUSSELS OR POSSESS, SELL, OR
OFFER FOR SALE ANY OYSTERS, CLAMS OR MUSSELS TAKEN FROM THE FOLLOWING AREAS, AT ANY TIME:
(Description on back of sheet)
MEMORANDUM
TO: John Dorney
Non-Discharge Branch
Regional Contact: J. Steenhuis
WO Supervisor: R Shiver _
Date:
SUBJECT: WETLAND STAFF REPORT AND RECOMMENDATIONS
Facility Name NC DOT 24 NE Corner County Carteret
Project Number 01 1850 County2
Recvd From DCM Region Wilmington
Received Date 12/17/01 Recvd By Region
Project Type Replace the degraded breakwater
Certificates Stream Stream Impacts (ft.)
Permit Wetland Wetland Wetland Stream Class Acres Feet
Type Type Impact Score Index Prim. Supp. Basin Req. Req. ME
LAMA Waters O Y OO N F-- 20-(18) SA HQW 30,501. 1.05F- F-- I -
Mitigation Wetland
MitigationType Type Acres Feet

Is Wetland Rating Sheet Attached? 0 Y 0 N Did you request more info? 0 Y 0 N
Have Project Changes/Conditions Been Discussed With Applicant? 0 Y 0 N
Is Mitigation required? 0 Y O N Recommendation: 0 Issue Q Issue/Cond 0 Deny
Provided by Region: Latitude (ddmmss) 344105 Longitude (ddmmss) 770654
Comments:
I talked with Bill Arrington of CAMA 1/11/02 and he says that the Swansboro mitigation engineeri g
plans should not be in this application, this application is only for the Cedar Point site 1/11/02
cc: Regional Office
Central Office Page Number 1
MEMORANDUM
TO: John Dorney Regional Contact: J. Steenhuis
Non-Discharge Branch WQ Supervisor: R Shiver
Date:
SUBJECT: WETLAND STAFF REPORT AND RECOMMENDATIONS
Facility Name NC DOT 24 NE Corner County Carteret
Project Number 01 1850 County2
Recvd From DCM Region Wilndngton
Received Date 12/17/01 Recvd By Region
Project Type Replace the degraded breakwater
Certificates Stream Stream Impacts (ft.)
Permit Wetland Wetland Wetland Stream Class Acres Feet
Type Type Impact Score Index Prim. Supp. Basin Req. Req. ME
CAMA Waters O Y OO IV F-- 20-(18) SA HQW 30,501. 1.05 F_F_ F_
Mitigation Wetland
MitigationType Type Acres Feet
Is Wetland Rating Sheet Attached? O Y ON Did you request more Info? O Y ON
Have Project Changes/Conditions Been Discussed With Applicant? 0 Y 0 N
Is Mitigation required? 0 Y O N Recommendation: 0 Issue 0 Issue/Cond 0 Deny
Provided by Region: Latitude (ddmmss) 344105 Longitude (ddmmss) 770654
Comments:
I talked with Bill Arrington of CAMA 1/11/02 and he says that the Swansboro mitigation engineering
plans should not be in this application, this application is only for the Cedar Point site 1/11/02
This office has no objections to the eject at Cedar Point, turbidly curtains or some such BMP
needs to be used to protect surrounding waters from turbidity.
cc: Regional Office
Central Office Page Number 1
1 / • • r
NCDENR
North Carolina Department of Environment and Natural Resources
Division of Coastal Management
Michael F. Easley, Govemor Donna D. Moffitt, Director William G. Ross Jr., secretary
December 10, 2001
MEMORANDUM:
TO:
FROM:
SUBJECT:
Applicant:
Project Location:
Mr.: fe Thorpe, Acting Director
D' ision of Water Quality
Doug Huggett
Major Permits Processing Coordinator
O??Fc 4- 'Pool
QR?.SnQ&q??T
c.F Y
CAMA/DREDGE & FILL Permit Application Review a+ 17 MM
NC Department.of` Transportation
Carteret County, Highway 24, at the northeast corner of the bridge from Cedar
Point to Swansboro.
Proposed Project: Proposes to replace the degraded breakwater with an offshore rock structure, and
restore low marsh to be used as restoration mitigation credit for future
transportation projects.
Please indicate below your agency's position or viewpoint on the proposed project and return this form by
December 21, 2001. If you have any questions regarding the proposed project, please contact Bill
Arrington at [phone]. When appropriate, in-depth comments with supporting data is requested.
REPLY: This agency has no objection to the project as proposed.
This agency has no comment on the proposed project.
SIGNED
n
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
151-8 Hwy. 24, Hestron Plaza II, Morehead City, North Carolina 28557
Phone: [phone] FAX: [phone] Internet http:/ldcm2.enr.state.nc.us
An Equal opportunity 1 Affirmative Action Employer - 50% Recycled 110% Post consumer Paper
Development Type FEE DCM % DWQ %
(14300 1601 435100093 1625 6253) (24300 1602 435100095 2341
1. Private, non-commercial
development that does not involve S250 100%(S250) 0%($0)
the filling or excavation of any
wetlands or open water areas:
II. Public or commercial development
that does not involve the filling or $400 100%(S400) 0% (SO)
excavation of any wetlands or open
water areas:
III. For development that involves the
filling and/or excavation of up to 1
acre of wetlands and/or open water
areas, determine if A, B, C, or D
below applies:
III(A). For Private, non-commercial
development, If General water Quality S250 100°6 (S250) 0% (SO)
Certification Nc.3301 (see attached)
can be applied:
III(B): For public or commercial
development, if General water Quality $400 100%($400) 0% (SO)
Certification No.3301 (see attached)
can be applied:
III(C). If General Water Quality
Certification No. 3301 (see attached)
could be applied, but DCM staff
determined that additional review and 5400 60% (5240) 40%(S160)
written DWQ concurrence is needed
because of concerns related to wdter
quality or aquatic life:
III(D). If General Water Quality
Certification No. 3301 (see attached) 5400 60%(S240) 40%(S160)
can not be applied:
IV. For development that involves
the filling and/or excavation of more $475 60% (5285) 40%($190)
than one acre of wetlands and/or
open water areas:
DIVISION OF COASTAL MANAGEMENT
FIELD INVESTIGATION REPORT
1. APPLICANT'S NAME: North Carolina Department of Transportation
2. LOCATION OF PROJECT SITE: Highway 24, in Carteret County, at the northeast
corner of the bridge from Cedar Point to Swansboro
Photo Index -2000: Photo #457, grid 11 N 1995: Photo # 436, grid 2 O
State Plane Coordinates x 2568000 y: 344400
3. INVESTIGATION TYPE: CAMA/D&F
4. INVESTIGATIVE PROCEDURE: Dates of Site Visit - 7/3, 10/29 & 11/28/2001
Was Agent Present - YES (Phillip Todd)
5. PROCESSING PROCEDURE: Application Received -11/26/2001
Office - Morehead City
6. SITE DESCRIPTION:
(A) Local Land Use Plan -Carteret County
Land Classification from LUP - Rural, Conservation
(B) AEC(s) Involved: PT, EW, CS, and CW
(C) Water Dependent: Yes
(D) Intended Use: Mitigation for future Coastal Wetland impacts
(E) Wastewater Treatment: Existing - N/A
Planned - N/A
(F) Type of Structures: Existing - breakwater
Planned - breakwater
(G) Estimated Annual Rate of Erosion: N/A
Source - N/A
7. HABITAT DESCRIPTION: [AREA]
r/ vnt]vo+n? r1 i???e? 1141.... ?.
AAA- it 1
(A) Coastal Wetlands - SS ap rtina 4,118 sf
alterniflora, Spartina patens, Distichlis
s icata
(B) Shallow Bottom 10,340 sf
(C) Other - High Ground in AEC
31,200 sf
(D) Total CAMA AEC Disturbed: 45,658 sf (1.048 acres)
(E) Total area disturbed by project 1.048 acres
(F) Primary Nursery Area: No
(G) Water Classification: SA HQW
(H) Open for Shellfishing: Yes
8. PROJECT SUMMARY: The N.C. Department of Transportation is proposing to replace the
degraded breakwater with an offshore rock structure, and restore low marsh to be used as
restoration mitigation credit for future transportation projects.
FIELD INVESTIGATION REPORT
NC DOT - Cedar Point Restoration
PAGE 2
9. PROJECT DESCRIPTION:
The site of this proposal is the northeast corner of the Highway 24 Bridge, from Cedar Point to
Swansboro, in Carteret County. Elevation of the existing fill at the restoration site is
approximately 9 feet, and the breakwater is 5 feet in elevation. The general purpose of the project
is to replace the deteriorating breakwater, which is armored on the offshore side with wood, tires
and fiberglass panels. A new rock structure will be constructed immediately offshore, and the
existing fill will be removed and the site graded and planted to restore low marsh between the
breakwater and the existing marsh. Existing fill will be excavated adjacent to Highway 24 to
restore low marsh and construct a channel to carry estuarine water to and from the marsh.
The site is bordered by the White Oak River on the west, low coastal marsh (Spartina alterniflora)
on the north and northeast, a filled commercial storage site and metal building on the east, and
Highway 24 on the south. Predominant vegetation on and adjacent to this site includes S artina
alteriflora, Spartina patens, Distichlis spicata, and myrtles. This area is primarily commercial.
The site consists of a filled peninsula adjacent to Highway 24 and a filled area along Highway 24
which extends 50' perpendicular from highway 24 near the bridge and extends 100' perpendicular
from Highway 24 at the property line farthest from the bridge. The breakwater begins near the
bridge east headwall and extends perpendicular to highway 24 approximately 490'. Storm damage
has eroded the breakwater on the offshore side significantly and reverted the final 170 feet of the
breakwater to shallow bottom and coastal marsh (except 600 square feet of high ground and
concrete rubble at the very end). The area between the breakwater and fill adjacent to Highway 24
is shallow bottom and low marsh (Spartina alterniflora) in equal parts. No evidence of shellfish
was noted. The filled storage site to the east has a metal building and is void of perennial
vegetation. Soils in the area include Corolla Urban Land Complex and Carteret sand, frequently
flooded. The White Oak River is classified SA HQW at the project site by the North Carolina
Division Of Water Quality. The area is open to the taking of shellfish for consumption, and is not
designated as Primary Nursery Area by the North Carolina Division of Marine Fisheries. The
Carteret County Land Use Plan designates the project area as Rural, with all CAMA Areas of
Environmental Concern designated as Conservation.
The proposal is to replace the deteriorating, storm-damaged breakwater with a new stone
breakwater designed as recommended by the North Carolina Coastal Federation literature. The
area between the breakwater and the existing marsh will be graded and filled with sand from the
site to the same elevation as the existing low marsh, including approximately 1400 square feet of
high coastal marsh. This area will then be planted with Spartina alterniflora. The high ground fill
adjacent to Highway 24 will be graded at a 3:1 slope down to an elevation of 1.2 feet. The grade
will then become almost flat approaching the 8-foot wide steam channel dissecting the site. The
stream channel bank will be at 1.0 feet elevation and the bottom of the stream will be at 0.00
elevation. The area on the north side of the stream will then rise gradually to meet the existing
elevations that currently are vegetated with Spartina alterniflora. Twenty feet of the west end of
the stream and 70 feet of the east end of the stream (approximately 30 feet wide) will be excavated
in coastal marsh. This area has been deducted from the area the NC DOT has requested
restoration mitigation credit.
FIELD INVESTIGATION REPORT
NC DOT - Cedar Point Restoration
PAGE 3
The restoration area adjacent to Highway 24 will be approximately 270 feet wide parallel to
Highway 24, 30 feet deep at the west end and 90 feet deep at the east end. The restoration area
behind the breakwater will be approximately 40 feet wide by 490 feet long. The breakwater will
be constructed from large rock. The area under the breakwater will be excavated to -1.15 feet. A
geotextile fabric will be installed. The breakwater will be approximately 16 feet wide and will rise
with 1.5:1 slope to an elevation of 2.5 feet. The White Oak River side of the breakwater will
include a ledge at 0.35 feet elevation approximately 3 feet wide.
10. ANTICIPATED IMPACTS:
As proposed, the replacement of the existing breakwater, grading of the site and excavation of the
stream will result in: Approximately 2718 square feet of low marsh and 1400 square feet of high
marsh being excavated for the new stream and the low marsh behind the breakwater;
approximately 10,340 feet of shallow bottom will be excavated and filled to install the breakwater
and obtain grade behind the breakwater; approximately 31,200 square feet of high ground will be
excavated adjacent to Highway 24 and behind the new breakwater to install the low coastal marsh
and stream. The entire project is in the CAMA Coastal Shoreline Area of Environmental Concern.
Navigational use of the area can occur presently and this use could be expanded with the addition
of the stream. This site was filled in the distant past and the restored areas will result in site
conditions similar to their original hydrology and vegetation. The NC DOT has reduced the
estuarine system excavation impacts associated with this proposal by using higher elevations in the
stream and hand clearing. There is a high probability of turbidity expected during the
construction of the breakwater and marsh. The NC DOT has proposed to use design standards for
sensitive watersheds and standard NC DOT BMP's to minimize these impacts. The primary use
of this site will be for future mitigation needs. The restoration should improve the water quality in
the area by reducing erosion and increasing the area of low marsh. The replacement of the
breakwater will protect the fragile marsh system behind it.
The collective disturbance area for the project is 1.048 acres. Most of this area will be restored to
coastal marsh.
Bill Arrington December 10, 2001 Morehead City
Form DCM-MP-1
APPLICATION
(To be completed by all applicants)
b. City, town, community or landmark
?IfJAN5F3?0 ; CEf?e., ?+•.rt
1. APPLICANT
c. Street address or secondary road number
r4 C e3'?
a. Landowner:
Name rl. C. 1?eTn,f?.rr Tea,Svc?tiGN
Address \"125 "PL- Ux- TT Z-
ZA?Q?csH
City
State N L
Zip 4-:Wl -1"'-2tay Phone cl M --? 33 - 3 "+1
Fax 1\9 -433 9114
b. Authorized Agent:
Name
Address
City
State
Zip Day Phone
Fax
c. Project name (if any) T' P "1 2-- a`°Sw rn
N07F. Perm& will be issued in name of landowner(s), and/or
project name.
2. LOCATION OF PROPOSED
PROJECT
a. County cry t -Ir I p"i??C Q
d. Is proposed work within city limits or planning
jurisdiction? X Yes No
e. Name of body of water nearest project (e.g. river,
creek, sound, bay) ? w fii-Tv- 041c- ZAy t R-?
3. DESCRIPTION AND PLANNED USE
OF PROPOSED PROJECT
a. List all development activities you propose (e.g.
building a home, motel, marina, bulkhead, pier, and
excavation and/or filling activities.
CCr.ISSU (.T CA aT?o" S?
b. Is the proposed activity maintenance of an existing
project, new work, or both? NF-Q woeK-
c. Will the project be for public, private or commercial
use? t::u qm- i C
d. Give a brief description of purpose, use, methods of
construction and daily operations of proposed
project. If more space is needed, please attach
additional pages.
CCN-'4T?LT M%-n C"LT%0N Sl r"
F:b. Fvzy Q-L u&`-
Form DCM-MP-1
4. LAND AND WATER
CHARACTERISTICS
a. Size of entire tract rn p"_
b. Size of individual lot(s) N / A
c. Approximate elevation of tract above MHW or
NWL a-s
d. Soil type(s) and texture(s) of tract
e. Vegetation on tract
dAA-W
f. Man-made features now on tract
Worm
g. What is the CAMA Land Use Plan land
classification of the site? (consult the local land use plan.)
Conservation Transitional
Y, _ Developed Community
Rural Other
h. How is the tract zoned by local government?
1?4 s<?? ? AL , cocw? ?,,?: aL
i. Is the proposed project consistent with the applicable
zoning? Yes x No
(Attach toning compliance certificate, if applicable)
j. Has a professional archaeological assessment been
done for the tract? X Yes No
If yes, by whom? -v-ac a N'EPA Tq-° `-'-M F°Z
tPtt e-?1o5 ?`? NCr?aT ,?ee++a4 v`sc-?.;r
k. Is the project located in a National Registered
Historic District or does it involve a National
Register listed or eligible property?
Yes _Z._c No
1. Are there wetlands on the site? X Yes No
Coastal (marsh) X Other
If yes, has a delineation been conducted?
(Anach documentation, if available)
m. Describe existing wastewater treatment facilities.
N/A
n. Describe location and type of discharges to waters
of the state. (For example, surface runoff, sanitary
wastewater, industrial /commercial effluent, "wash
down" and residential discharges.)
ACE-
?,U AuSt? ? S''r4
o. Describe existing drinking water supply source.
N /A
5. ADDITIONAL INFORMATION
In addition to the completed application form, the
following items must be submitted:
• A copy of the deed (with state application only) or
other instrument under which the applicant claims title
to the affected properties. If the applicant is not
claiming to be the owner of said property, then
forward a'copy of the deed or other instrument under
which the owner claims title, plus written permission
from the owner to carry out the project.
• An accurate, dated work plat ('including plan view
and cross-sectional drawings) drawn to scale in black
ink on an 8 1/2" by 11" white paper. (Refer to
Coastal Resources Commission Rule 7J.0203 for a
detailed description.)
Please note that original drawings are preferred and
only high quality copies will be accepted. Blue-line
prints or other larger plats are acceptable only if an
adequate number of quality copies are provided by
applicant. (Contact the U.S. Army Corps of
Engineers regarding that agency's use of larger
drawings.) A site or location map is a part of plat
requirements and it must be sufficiently detailed to
guide agency personnel unfamiliar with the area to the
NCDOT/P&E BRANCH Fax:[phone]
Form DCM-MP-I
i
site. Include ) Ihighway or secondary road (SR)
numbers, landmarks, and the like.
i
• A Stormwater Cwdnmtlan, if one is nsceaary.
• A list of the twmeg and complete eddrOm- or the
adjacent waterfront (riparian) landowner's and
signed return receipts as proof that swh. owner
have ceodvad a copy of the application auud pbtts
by w 0fled nuol. Such landowners must be advised
that they have 30 days in which to submit comments
on tbe' proposed project w the Division of Coastal
Management. Upon signing this form, the applicant
further certifies' that such notice has been provided.
Name ,c ?*'' t&1%:A-S
Address V_9:? W14 % % a -- -' -
Phone + 3188 MM NC, s?$St3y -
Nams Q=j co
Address
Phone
Name "tAWWS
Address ako CeAWtA
Phone Cam sw
• A list of previous state or federal penman issued for
work on the project tract. Include permit numbers,
permittee, and issuing dates.
??, ?..ct ??n1
• A check for $20 made payable to the Department of
Environment, Health, and Natural Reaourceg
(DEHNR) to 7cover the costs of processing Abe
application.
• A Aped AEC hazard notice for projects in
oceanfront and: inlet areas.
• A statement ; of compliance with the N.C.
Environmental Policy Act (N.C.G.S. 113A - 1 to
10) If the project involves the expenditure of public
funds or use of public land's, attach a statement
documenting compliance with the North Carolina
Environmental Policy Act.
Dec 4 '01 16:43 P. 03
6. CERTMCATION AND PERMISSION
TO ENTER ON LAND
1. understand that any permit Issued in response to this
application will allow only the development described in
ilia application. 'Ibe project will be subject to conditions
and restrictions contained in the permit.
I crrsify that to the best of my knowledge, the proposed
activity complies with the State of North Carolina's
approved Coastal Management Program and will be
conducted in a manner consistent with such propwn.
I cenifp that I am authorised to gnat, and do in fact,
grant permission to repnsentsdwa of ate and federal
review agencies to eater on the abrementioned lands in
connection with evaluattng information related to this
permit :application and follow-up monitoring of the
project.
-s Auer ce"ity that the innformation provided in this
application is truthful to the best of my knowledge.
MI& is the 41 day of °
Print Name C-?A "Jm-J tea :1 - ;4 (w oze,
Simature '
Landow wr or A dhopka Attu 6' jM-,A.
'Plena indicate attachments pertaining to your proposed
project.
DCM MP-2 Excavation and Fill Information
? DCM MP-3 Upland Development
^i DCM MP-4 Structures Information
DCM MP-5 Bridges and Culverts
DCM MP-6 Marina Development
NOTE: Plea e sign and date each attachment in the
space provided at the bottom of each form.
O-.d--d all &C
Form DCM-MP-2
EXCAVATION
AND FILL
(Except 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.
Describe below the purpose of proposed excavation or
fill activities. All values to be given in feet.
Average Ftoal
F,tdctlog Project
Lonetb Width Depth Depth
Access
channel
(MLW) or (NWL)
Canal
Boat
basin
Boat
ramp
Rock
groin
Rock
breakwater
Other
(Excluding
shoreline
stabilization)
&k
LAc?f 1 %(9 .4
1 22?1 1,
Cie- M 1-T1 L
rvvc?iQ 53-Vt , 3y S3 c`I
'M' way
4, koB-V
1. EXCAVATION
a. Amount of material to be excavated from below
MHW or NWL in cubic yards ", e8`k
b. Type of material to be excavated'
c. Does the area to be excavated include coastal
wetlands (marsh), submerged aquatic vegetation
(SAVs) or other wetlands? ? Yes No
d. Highground excavation in cubic yards ay--, -
?nov S z1. -? %0410 cl
oF1a- C`l
Qe? nraVmt.?1 .._?-----
?,ca,,,iy,w?.o.'?4G1 G`1
2. DISPOSAL OF EXCAVATED
MATERIAL
a. Location of disposal area Mfr '
stcSMr) ?%al tA4"1411_-I
b. Dimensions of disposal area tr /a .---
c. Do you claim title to disposal area? N 1A
Yes No
If no, attach a letter granting permission from the
owner.
d. Will a disposal area be available for future
maintenance? Yes No t'l )A
If yes, where?
RevLwd 03195
Form DCM-MP-2
e. Does the disposal area include any coastal wetlands
(marsh), SAVs or other wetlands?
Yes ? No
f. Does the disposal include any area in the watef7
Yes ? No
If yes,
(1) Amount of material to be placed in the
water
(2) Dimensions of fill area
(3) Purpose of fill
3. SHORELINE STABILIZATION
a. Type of shoreline stabilization
Bulkhead ? Riprap
b. Length
'-490 '
c. Average distance waterward of MHW or NWL
35?
d. Maximum distance waterward of MHW or NWL
X1.5'
e. Shoreline erosion during preceding 12 months
gt?r, s?vFxT?
(Source of information)
f. Type of bulkhead or rprap material Ct.4"'t -'E-
1ZiP etaP Fot. t$fA?Jn?Z ?,??v?4.
g. Amount of fill in cubic yards to be placed below
water level
(1) Riprap C1
(2) Bulkhead backfill
h. Type of fill material Clhzs = etr P-af
i. Source of fill material
N /A,
4. OTHER FELL ACTIVITIES
(Excluding Shoreline Stabilization)
a. Will fill material be brought to site?
Yes ? No
b. Will fill material be placed in coastal wetlands
(marsh), SAVs or other wetlands?
? Yes No
If yes,
(1) Dimensions of fill area 58 cy
(2) Purpose of fill
Ash •4 4 k rc,Nc?
YQ?Ps?C+? r-'AlZA
c?-??Z4'a At1.??
5. GENERAL
a. How will excavated or fill material be kept on site
and erosion controlled?
eves, FIQATNC?., , IFS U?
g?-a..,c?ae.c?t mot. SeNS?-?VC. WPTC.t.sHC.?c ,

b. What type of construction equipment will be used
(for example, dragline, backhoe, or hydraulic
dredge)?
4-1i r-,?,?; ?`?- Cpt.iSTa? c r???+ E Zvi Pr1 E,wJT -
c. Will wetlands be cr5ssed in transporting equipment
to project site? ? Yes No
If yes, explain steps that will be taken to lessen
environmental impacts. %r- t4ELc-&&r ,''2 -
M ?S1 S llTl 45C VTn L'?-r---1,
inw?c7'S --o WIL-TV-Whs
e-?1?WM ?nnSRct-a Miribcrno..l
Applkant or Projecl Name
Sisnaturt
Date
ReAwd 03/95
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.
a. Type and number of buildings, facilities, units or
structures proposed t4- /A
b. Number of lots or parcels 1
c. Density (give the number of residential units and the
units per acre) N /A,
a
e.
a
J

Y ?1.J
Size of area to be graded, filled or disturbed
including roads, ditches, etc.
13-7 Aco?&
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.
If applicable, has a sedimentation and erosion
control plan been submitted to the Division of Land
Resources? Yes _v"' No
If yes, date submitted
f. List the materials (such as marl, paver stone,
asphalt, or concrete) to be used for paved surfaces.
N/A
Give the percentage of the tract within 75 feet of
MHW or NWL, or within 575 feet in the case of an
Outstanding Resource Water, to be covered by
impervious and/or built-upon surfaces, such as
pavement, buildings, rooftops, or to be used for
vehicular driveways or parking. N /A
h. Projects that require a CAMA Major Development
Permit may also require a Stormwater Certification.
Has a site development plan been submitted to the
Division of Environmental Management for review?
Yes V_ No
If yes, date submitted
i. Describe proposed method of sewage disposal.
N A,
j. Have the facilities described in Item . above
received state or local approval.
(Attach approprWe documenmdon)
k. Describe location and type of proposed discharges to
waters of the state (for example, surface runoff,
sanitary wastewater, industrial /commercial effluent,
"wash down" and residential discharges).
N/A
1. Describe proposed drinking water supply source
(e.g. well, community, public system, etc.)
N I-A
m. Will water be impounded? Yes ? No
If yes, how many acres?
n. If the project is a oceanfront development, when
was the lot(s) platted and recorded? t4 l+o-
lies nC„pt??..a ???c.
Applicant or Project NameL
J r '
Signature
lel L' Z'J -0
Date

Form DCM-MP4
STRUCTURES
(Construction within Public Trust Areas)
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 which relate to
this proposed project.
a. Dock(s) and/or Pier(s) - NIA
(1) _ Commercial -Community _ Private
(2) Number
(3) Length
(4) Width
(5) Finger Piers Yes No
(i) Number
(ii) Length
(iii) Width
(6) Platform(s) Yes No
(i) Number
(ii) Length
(iii) Width
(7) Number of slips proposed
(S) Proximity of structure to adjacent riparian
property lines
(9) Width of water body
(10) Water depth at waterward end of pier at
MLW or NWL
b. Boathouse (including covered lifts) - r1?A
(1) Commercial Private
(2) Length
(3) Width
c. Groin (e.g. wood, sheetpile, etc.) - N /A
(1) Number
(2) Length(s)
d. Breakwater (e.g. wood, sheetpile, etc.)
(1) Length 490"
(2) Average distance from MHW, NWL or
wetlands 3S
(3) Maximum distance beyond MHW, NWL or
wetlands `+S

e. Mooring buoys - N 14
(1) _ Commercial -Community - Private
(2) Number
(3) Description of buoy
(Color, inscription, size, anchor, etc.)
(4) Width of water body
(5) Distance buoy(s) to be placed beyond
shoreline
f. Mooring structure (boatlift, mooring pilings, etc.)
(1) - Commercial -Community _ Private
(2) Number
(3) Length
(4) Width
g. Other (Give complete description)
Tip C?DPL R-i-T "' ,C"',N Si?4
Appllml or ject Name
Signature
qh
Date

r f'
WH%TE OAA
?
i R%VA/7
?? *SJ

St
55 .: . '
E '
e
.17.96 .. . , .. Se
'M
c

I
I S•

j •, N 4ti S ?'

? x'96

92
D
J (D
Cl)
0 (D O n

E 0 m

Ste 55.94. 4 1
I ! •• "'+
2
.
"Po

!

Y I

,.
,
f.?J
S B
Q
I I I ! Q c 0
J ( z
I go ? S J rrl = N -I
o
0
1 ;,• °? G
r -
I •s
1 Q
-

4mQ 1
?os I +r
I
>' °
,J (D
D

SY

? 9
I
.:` ,fie
•. a
z
9
I',9 I fir.: Ir/? g (/)
I ' • SJ• ?
' I I
¢ Q fTl
ss /

6e Z I }•9JB
ey o'. '.
-
os °Si t
09
S B
N
.......
. . . . -

I I s o
? ?
?r /
I J
' i.20 ?'S

I I
I
J •S
S

s90 ?O 1
'w..r
BJ
6
'QS I
I ; fw S
sssf 177.9o
?e
• d #r

i S • j /
/
Af •?S r
fao
? •B7

x D
P Cu (D
(D C
N gg
R
T 0 o

f

,)
VI
U)
z
'
-
+
a

C
•
V
or

A G
I
m
(D
* a Q
?
t W_Ni7E OA_K
( I R%V?R

' *J

'
O 9

6
POT Sta 55•iT.96 I
r , ' • • • •`

I s• ,' ? 'n s ?\ ? ss

9t, Co (D -71
-
I I .y (D p
oo
c n
rn
I
1 'sr
I 6 ? ? Q

C Sto 55•94, i
1 f
!i?• _ C CD D

I'po I W

I
I c
D
I ! CL 0
I N D z

I I' s s
I ! ' < (n
(D - c

Qm 1
1'py I rr
I ?
' ! I
: ? ?
'. !Jy ?
?
D
I
?
I ' s psi Q z
m 6
6 I
I ' ?B
: ?
i9'9 j 49 ?- CA
/ CD
N
f •
6
Z. I • yJS . • 09
0 N
. s
I = •' I J 'Ap ' 9; C U
•
? ? ... !?s O
I J'? 1 f SS
I I s
I I E.9?
0 } O BJ

6? I

I f?
S
S sP

B

dip G .
,

N

D
D

m
! D (D
Q p co (D
(D 0
N f
< p
< ?

x ppp
1
T
O
i x

j
a
Q

Q
L/
2/x89' ' s? • ,
/i
m
r i
m
s?,? ?' ,96` ••9pj o,o
zz
N C m
a "
O m
2
ZZ
Dn
\ O Gl
s
s? co

• 1

S
r9S.
Cl)
.•9By?
Am
N
2
Cl
/S
9

p, C
2 C
D m

?
m
Q w

••
Z
p
D
?o
M (/)
p n D 0

O
D _
.C7 T
N
C = C I Q

m CD
a a C p
D 0 Q Ul
C C-)
O O D
CD D C v

z
CD
O
D
D ,
O
Q
O
<
(D
zn
2 C

Q D

'
(D
a I
O
?
m
O

CD
OL
(D

0?
> t (D
O
'Bj •S

" ? ?, ? RIVER j
??.?. : '.?-.:O'er '.J: •%?SS si !
'OT Sta 55+11.9611
i;•_ ?, 6S \..-.. - i?.6 SB? ` C
??? sa 2? O ? +qo P/O
oL, 0,96
i. 55 sol \,9,
PC Sta 55.94.04 '! I I 6 `. •? !?? CU `L D
STA. ?';•r?J -+ TI
s O CD G7
\ Z
0-0
' I i?• .9
STA. 6: .•il ?'.? ?••• ` m '_"'
74
ros .9
?8 J C '
CA,
m ! •?B AI K r \ / /)
m ¢99 i STA. 7. p i'!SB Vf 4N r_ L
6 z i STA. 50 9J6. _ ...?_- •?''• •9S B6
Bc? ??aa a9(1? ??. O Lis ? T J BS I ?S • ??9i.
i
.0 0/
0.35
i STA. 58.j)
•90 ?0.35
° • . S, 171.90'
i
6'66. ', fqn S 61 ?6B ' • i .? ??S
.9 ...'?- • qs Vie. 40
°c
N ? ? 2
I.1 ' T
X
Cf
a ?
? a

POT Sto 55-17.96

I rBf
I I
?

I ;
,
?

PC Sto 55-94.4
` `r I
1
I
' ?O
- ;I
l
'
I

I
t
{
I,

I 1 ? I? 1 i I's
I
1
.I
col
q
o YOf
1 ,

m
?1 ?C
?t99 I IB
I
1
I /
9.
R
s'9?. 9il,
l

I
i I
I s
I
i ;
'
s z.
B l
? ? : ?? 9J6
B
.n ? ?
I
9
I ?
' 7
= I J I
,
1
I
I
j
,
I I; '•J0'I .0
1 ,
? 9p
sss fp
m
x
VI
H
n
i A
W H %ll fA K
R%V E l? j
- BJ
?Q'7j • J -mil'
?-`?++- O'er i7_ ??f_6, •6'/ //
if Mo?c?? ti4o r0
D.
A co (D o
Itw,.ti (D o •96.
t1 ?O,j"
,yS µ/Bi \' N S C m
Q
Q D
E CD
t', /? , rn CL ?l
CD ,
' Z
-I
o SD N
( / Jt q-o
'BB OA.9 \\ K:
e10 "S f Q ^
S cn
/
11/J VO
-11p CD 0
9\ Iz Z
?l
I
o't S? N
• 'Q ?' - - - - 09S 0B6
Bf ?BS?' ?9i.
1•?
S z
?ff
4
- 5
17 .90
6B
4

g 1,
m ?
R
/ j9 . /
?B
D
CC) CD
(D o
O 0
= C
V
CD
Q.
POT Sta 55•IT.96
r
,69
i
Pc Sta 55.94.bV
VI
m
0
n
0
r
m
?OB
,O
VJ
¢99
6B?
i
i
i
66,
6

j ,
i
?s Ae
r ? I ?JI ?' 9
0 6 ,?
1 ?
l ?4if? 9.
T ? I?~? . ?B9'f 6

i
s•
? '90
i
? Pio

x
s
A o
i ?
i

6B
11"-
J6,
ss?
WN/?E QAK
R%VER /
..? ?? ? . yrs. - .• - ?? . ? - O
W
+
c qO a1'°
h D..
?e , tr
6
C mw
N ?? 1 Q r r
(D D s
f.A
Q m -r" - -
CD w c
p D 00
I', \ O D Z
.J9 iJ' n
.gB 0?9
O 1?p
I.
CD
.ins ?
All +
• y \ Q O ? ?
o (D
I ?a'B mo •? Q L
1 r \ co m J
N ?
i
r96 ''O ? T ?
.T-
rOn O r
I ?1J ?S v t•
. 2
D
D (D
Q p
0
< 0
S C
Q
(D
a
/ f _

D
r

c: T
o
cn
c? h
o
R (J
c
C
= J rr
Q
(D Q fl
t?
V -"

F
o
n

O ?

a O
r
r
8
? m
(? o
o
=r
0
O
M
O
gOn N
OG
oc R _dc'

LA= ??o

NO

Or 7r
?3
'4.
OG ?

O
7 N
N
7
u

N ,r
0 ^S

"n
m
I c
o m >

rz)
? n mZ
o ;K?
•
o m C
)
??- , g E Z
a R J Q
a V)
:
ai
co a m
m

t
j m
n

t ? O
U1

r
m C
n ?

v
/ o
7
U
0
U)
C)
rn
W
7
Crn Q
Q
rnrn?
lV
V ,
?n
l
rn?
\V
v?
l
Q
C-)
I '
D
O
D
O
z
V 1
I
FT 1

F \j
C?
(I
n
O
O
N
LD \
v
l
O
v

m
D
v
,
0
m m
m L m
< < co
O N
LA
to Ln il+
E K
m p
-f
a?
m x
O
Dt
o
7 \
s
W
CD
0
m
CD
<
0
n v+ z
O --
"1 fD
Q .•
50
D Q
(D
(D
N --h
O
O
-h
tP
m
X_
N

'• 7
m 0
ax
(A m
v ,
o :)
xC it

{ O
CD L

0 m
m
o
m?
N
O

- V
? v
r
i

o ?t(A
o
1c
0
V1.
-?
C
Or
ON
O
7
J
N
Vf
O.
O
r,
m
0
N
?N
loc
c
i
? o3r
i
-tn
• ? 7
? N
a
n
m
0
D

p? O
c mZ

m m Cl)
i X ;o D
i ya (%f ?
O Z

O C -I
a mm

{
o a?
m
? ? r i7
J ; j
I ; ? Ln

7 ?

C--
G1
c;
4.
V
C?
r ? ry
ti ? Iv
cnQ
d
•v -
? f

No n . ;?.? 2
`O
o ?
z
s
? n
. \I.
N
n
m
\1'
•
7

B
0
r
ti
a
8 ?
m
A
o

?
O
o O

C
n CA]
yH
1
1 O
N?
?O F
p ]
7
C]
nr
3

sue` r
03_

ON A
7

O
7 N
N
,
N

N
0

N Y

•

T6 '?

m

Q

o
co
c Mz

m

R LA
p? xx
S B z
? p O
Z
?s a J CD C
y _ z C-) c =i
p M M
m
:)
CL
M •'
m r-i

En n O
c.n
r ?

CD v
i
r 1, 7
.2. I n
_ z o \
Q o ° 00 \ ?'s
j Ln zZ
°- °' -? \ \
x n
a ? ov w a ? W 'd\
co LLJ `? c .. / X60/ r G wo', °(.9
Q t/) W Zoo r96 ; /,
u N Irp
cr-
V, Ir
,rw'
o i1 /fiQ u y{? ?5,8? 9, s 6
Ir, .1
O .
? ?' - .• ??;;cam '.,. ? ': .-F?.`4° ,
0.1
1 9 <d? C 09 m6 9: 6/ a
9 s
• 9 F/
0
9,
'4 Or ?.9 6?r N
pis w .I j 66, ` / ' ?? #j. f'j •O
?.y • n v a
v 6119
2 °. g, it
t a), 1 682.
-91
A
A, ,. ? _ e` !•. •,'., '6r•/ 2168 2 O
;; ' LD
V)
i c
\ ?o \
z _0 \ \
O c
r? \
d-
u co
~ O ZZ \
- 0 \
N Q D 3
d 0 0 \
rr
L N?
o 0-
ti w .. ! w va 9a \
co Q COi O
N p 60 0 a
z - w J M99•
N LLJ Z i
0 Q Q °° 6 i
2! No z?I COQ •. %? i ?r'O/ ',
19
.?? /t G S2
'?l Spy? ?? y? ro•' ,$t? .
66 / Oa` S6 O j B 69.
v a1? i
w "?' O ! ! ? ? • .?9 ! ``/ ems; dJb
B6 1 S b OB %i s
w 1 'v"6 6

D M.

O F:•..,
,
2
p / `68K N
...,
F ? Jy
Q /
i v w

!
Y'
•
sib
.. ..
,
/
.
'
, a
a
„

OCT,-11'01(THO) 13:38 SHELLFISH SANITATION
TEL:[phone] P,002
PROHIBITED TERRITORY
MMTrl- OAK RI)M AMA CARTERET & ONSLOW COUNTY
Area D-3 (Map 35) (Prohibited areas are shaded)

.`7 G

?Ao?1 i ?1rE.A
ARe'A
a?
7?? d
4° ,
c??aeX y
Sea Daet Craek Area Prahibi:ad
far 1LuaG?.Zg IFland and Gans`
.,d I Cracks DescYlVatioas
:?1q o Art fS ?' '_
??? ? ? ? ?" sows aw O
e o ?
?? '®oG?? d ,? nr+rs
Revisions: 2/05/87, x?
12/01/88,
7/03/89, "A"
6/'13/91,
1/98,
3/99
NO PERSON SNAJ.L TALE OR ATTEMPT TO TAKE ANY OYSTERS, CLAMS OR MUSSELS OR POSSESS, SELL, OR
OFFER FOR SALE ANY OV;TERS, CLAMS OR MUSSELS TAKEN FROM THE FOLLOWING AREAS, AT ANY TIME:
(Description on back of Sheet)