19970990 Ver 1_Complete File_19971203

State of North Carolina
Department of Environment,
IT Health and Natural Resources � • 0
Division of Water Quality A1 ;
James B. Hunt, Jr., Governor dft
Wayne McDevitt, Secretary p E H N F1
A. Preston Howard, Jr., P.E., Director
December 3, 1997
Carteret County
WQC 401 Project #970990
APPROVAL of 401 Water Quality Certification
Mr. George Byrd
166 Pelican Drive
Newport NC 28570
Dear Mr.Byrd:
You have our approval, in accordance with the attached conditions, to dredge and fill in 9283 square feet
of waters for the purpose of reexcavatimg an existing basin and access channel stabilize a bulkhead, and filling
a portion of the basin at 166 Pelican Drive, as you described in your application dated November 14, 1997.
After reviewing your application, we have decided that this fill is covered by General Water Quality
Certification Number 3112. In addition, you should get any other federal, state or local permits before you
go ahead with your project including (but not limited to) Sediment and Erosion Control, Coastal Stormwater,
Non - Discharge and Water Supply Watershed regulations. Also this approval will expire when the
accompanying 404 or 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 application. If you
change your project, you must notify us and you may be required to send us a new application. 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.
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 writter
petition which conforms to Chapter 150B of the North Carolina General Statutes to the Office of
Administrative Hearings, P.O. Box 27447, Raleigh, N.C. 27611 -7447. This certification and its conditions
are final and binding unless you ask for a hearing.
This letter completes the review of the Division of Water Quality under Section 401 of the Clean Water
Act. If you have any questions, please telephone John Dorney at 919 - 733 -1786.
Sincerely,
Pr ton 2ar Jr. P.E.
Attachment
cc: Wilmington District Corps of Engineers
Corps of Engineers Wilmington Field Office
Wilmington DWQ Regional Office
Mr. John Dorney
Central Files
John Parker,DCM
970990.1tr
Division of Water Quality • Environmental Sciences Branch
Environmental Sciences Branch, 4401 Reedy Creek Rd., Raleigh, NC 27607 Telephone [phone] FAX # [phone]
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State of North Carolina
Department of Environment,
Health and Natural Resources
Division of Coastal Management
James B. Hunt, Jr., Governor
Wayne McDevitt, Secretary October 31, 1997
Roger N. Schecter, Director
TO:
FROM:
SUBJECT:
Applicant:
Project Location:
Mr. A. Preston Howard, P.E., Director
Division of Water Quality
John R. Parker, Jr.
Major Permits Processing Coordinator
99/,005 F
A••
Ad
NCDENR
NORTH CAROLINA DEPARTMENT OF
ENVIRONMENT ANo N.4uRAL RESOURCES
RECEIVE® NOV 0 0 1997
CAMA /DREDGE & FILL Permit Application Review
George W. Byrd
Adj. to Broad Creek, approx. 1050' S of the Hwy. 24 Bridge over Broad Creek, at 166 Pelican
Dr. off of Broad Creek Loop Rd.
Proposed Project: The applicant proposes to re- excavate an artificially created basin and access channel
into Broad Creek. As well, he wishes to fill a portion of the basin, construct docks
within the basin, construct a pie and dock on Broad Creek,. and stabilize the basin with
a bulkhead.
Please indicate below your agency's position or viewpoint on the proposed project and return this form by
November 21, 1997. If you have any questions regarding the proposed project, please contact Tere Barrett at
(919) 808 -2808. When appropriate, in -depth comments with supporting data is requested.
REPLY: This agency has no objection to the project as proposed. _�H
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
4
Hestron Plaza II, 151B, Highway 24, Morehead City NC 28557 Telephone [phone] Fax [phone]
An Equal Opportunity Affirmative Action Employer 50% Recycled / 10% Post- Consumer Paper

To: John Dorney
Environmental Sciences Branch
DIVISION OF WATER QUALITY
CAMA MAJOR PERMIT APPLICATION REVIEW
REGIONAL OFFICE STAFF REPORT AND RECOMMENDATIONS
REVIEWER: STEENHUIS ✓! ,
ACTING WQ SUPERVISOR: SHIVER
DATE: November 21, 1997
WETLAND INFORMATION FOR CENTRAL OFFICE TRACKING
PERMIT YR: 97 PERMIT NO.: 971005 COUNTY: Carteret
PROJECT NAME: George W. Byrd - boat basin
PROJECT TYPE: Marina PERMIT TYPE: CAMA
COE #: N/A DOT #: N/A
RCD FROM CDA: DCM DATE FROM CDA: November 6, 1997
REG OFFICE: WiRO RIVER AND SUB BASIN#: 030501
*STREAM OR ADJACENT WATER BODY: Broad Creek
CLASS: SA STREAM INDEX #: 20 -36 -7
*OPEN OR CLOSED: Closed
WL IMPACT: Yes WL TYPE: N/A
WL REQUESTED: 0.025 ac WL ACR EST: Yes
WL SCORE: N/A
MITIGATION: N/A MITIGATION TYPE: N/A
MITIGATION SIZE: N/A RATING SHEET ATTACHED ?: N/A
RECOMMENDATION: ISSUE
STORMWATER PLAN REQ'D:
IF YES, DATE APPROVED:
FC ��
PROJECT DESCRIPTION: The applicant proposes to re- excavate an artifically created basin and access
channel into Broad Creek. He also wishes to fill a portion of the basin, construct docks within the basin,
construct a pier and dock on Broad Creek, and stabilize the basin with a bulkhead.
WATER QUALITY CERT. (401)
CERT. REQ'D: Yes
IF YES, TYPE: General Certification #3112 for CAMA Major Permits
SEWAGE DISPOSAL
TYPE OF DISPOSAL PROPOSED: N/A
TO BE PERMITTED BY: N/A
IF BY DWQ, IS SITE AVAILABLE AND PERMIT ISSUANCE PROBABLE: N/A
WATER/WETLAND FILL
AREA OF FILL - WATER: 6666 sq ft WETLAND: 170 sq ft
IS FILL ELIMINATING A SIGNIFICANT USE? No
DREDGING
IS DREDGING ACTIVITY EXPECTED TO CAUSE A SIGNIFICANT LOSS
OF RESOURCE? No
IS SPOIL DISPOSAL ADEQUATELY ADDRESSED? Yes

MARINA
ARE THE FOLLOWING ADEQUATELY ADDRESSED?
SEWAGE DISPOSAL: N/A MARINA SERVICES: N/A
OXYGEN IN BASIN: N/A CLOSURE OF SHELLFISHING WATERS: N/A
(ATTACH A MARINA USE ATTAINABILITY EVAL.)
RECONIlVIENDED CONDITIONS OR PERNHT RESTRICTIONS: That the project be done
in such a manner so as to not cause turbidity outside the immediate construction area to exceed
25 NTU.
cc: Central Files
Wilmington Regional Office Files
DCM- Tere Barrett
John Parker

� f
DEPARTMENT OF THE ARMY
WILMINGTON DISTRICT, CORPS OF ENGINEERS
P.O. BOX 1890
WILMINGTON, NORTH CAROLINA 28402 -1890
IN REPLY REFER TO November 13, 1997
Regulatory Division
Action ID No. 199800291
L• cam.
Mr. John Dorney k; Q
Division of Water Quality �y
North Carolina Department of
Environment, Health and
Natural Resources
4401 Reedy Cr Road
Raleigh, Nort arolina 27611 -7687
Dear Mr. Dorne
Enclosed is the application of George W. Byrd for Department of the Army
authorization and a State Water Quality Certification to perform maintenance
dredging in a 129 - foot -long by 28- foot -wide existing basin to a 4- foot - depth,
and an 120- foot -long by 36- foot -width existing channel to a 4- foot -depth which
includes approximately 880 square feet of Spartina alterniflora and 50 square
feet of mixed high marsh, fill an approximate 28 -foot by 39 -foot area of the
basin stabilizing the basin and north shoreline of Broad Creek with a vinyl
bulkhead structure, construct two docks, one 28- foot -long by 6- foot -wide and
one 70- foot -long and 6- foot -wide, along the west and south of the basin, and
an additional 24- foot -long by 8- foot -wide pier, connecting to a 24 -foot by
8 -foot dock at 166 Pelican Drive off of Broad Creek Loop Road on Broad Creek,
near Morehead City, Carteret County, North Carolina. Your receipt of this
letter verifies your acceptance of a valid request for certification in
accordance with Section 325.2(b)(ii) of our administrative regulations.
We are considering authorizing the proposed activity pursuant to Section
404 of the Clean Water Act, and we have determined that a water quality
certification is required under the provisions of Section 401 of the same law.
A Department of the Army permit will not be granted until the certification
has been obtained or waived.
According to our administrative regulations, 60 days is reasonable for
State action. Therefore, if you have not acted on the request, or asked for an
extension of time, by January 13, 1998, the District Engineer will deem that
waiver has occurred.
Questions or comments may be addressed to the undersigned at telephone
(910) 251 -4636.
Enclosure
Sincerely,
J ffrey H. Richter
Project Manager
Wilmington Field Office

a� f
;a
(A) Vegetated Wetlands
DIVISION OF COASTAL MANAGEMENT
FIELD INVESTIGATION REPORT
5Spartina alterniflora
1.
APPLICANT'S NAME: George W. Byrd
9 V7 ® 9
2.
LOCATION OF PROJECT SITE: Adjacent to Broad Creek approximately
1050' south of the Highway
24 bridge over Broad Creek, at 166 Pelican Drive off of Broad Creek Loop Rd., in Carteret County.
Photo Index - 1995: 39 -482, grid E -5 1989: 160 -11, grid U -6
Mixed Spartina ap tens, Borrichia
State Plane Coordinates - X: 2618800 Y:359400
150 sf
3.
INVESTIGATION TYPE: CAMA/D &F
i�
4.
INVESTIGATIVE PROCEDURE: Dates of Site Visit - 10/03/97
NOV 10 1997
Was Applicant Present - Yes
C10AL, ly SOT►ON
-
(C) Other
WATER
Compliance Enf•
Shallow Bottom Habitat
Non - Discharge
5.
PROCESSING PROCEDURE: Application Received - 10/14/97
High Ground
Office - Morehead City
6.
SITE DESCRIPTION:
972 sf
(A) Local Land Use Plan - Carteret County
Land Classification From LUP - Limited Transition/Conservation
(B) AEC(s) Involved: ES, EW, PT, CW
C) Water Dependent: Yes
0-
(D) Intended Use: Private
(E) Wastewater Treatment: Existing - Septic
Planned -None
(F) Type of Structures: Existing - Residence
C
Planned - Docks, Bulkhead
(G) Estimated Annual Rate of Erosion: 15
Source - Applicant
7.
HABITAT DESCRIPTION: [AREA]
riu�rvtFr� TM T F.n
TNC ORP
;a
(A) Vegetated Wetlands
5Spartina alterniflora
880 sf
20 sf
Mixed Salicornia sue., Borrichia
50 sf
frutescens, Distichlis spicata
Mixed Spartina ap tens, Borrichia
o� 3
150 sf
frutescens, Juncus romerianus
�9
(C) Other
Shallow Bottom Habitat
7052 sf "
1131 sf "
High Ground
5535 sf
Open Water
972 sf
11 D 0
(D) Total Area Disturbed: 15,790 sf a .51 1
(E) Primary Nursery Area: No
(F) Water Classification: SA Open: No y $ 3
PROJECT SUMMARY: The applicant proposes to re- excavate an artificially created basin and access
channel into Broad Creek. As well, he wishes to fill a portion of the basin, construct docks within the
basin, construct a pier and dock on Broad Creek, and stabilize the basin with a bulkhead.

FIELD INVESTIGATION REPORT: 10/31/97
George W. Byrd
PAGE #2
9. PROTECT DESCRIPTION
The project site is located on the southeast side of Broad Creek, approximately 1050' south of the
Highway 24 bridge over Broad Creek. The street address is 166 Pelican Drive, off of Broad
Creek Loop in Carteret County. This is a very low density residential area. The project property
has 1.14 acres, varying from 2' to 14' in elevation. There is an existing residence on the site, and
a high ground basin, ±100' x 40', that was excavated prior to the enactment of the CAMA. Aerial
photography indicates a channel of approximately 100' was excavated into Broad Creek from the
basin. There are no records to indicate that the basin or channel have been maintained.
The residence is serviced by a private septic tank and municipal water. There is also an
individual well on the property. According to the applicant, the property has experienced a loss
of approximately 1.5' of shoreline over the past year.
The Carteret County Land Use Plan classifies this area as Limited Transition, with those areas
within the CAMA Areas of Environmental Concern classified as Conservation. Broad Creek is
not designated as a Primary Nursery Area downstream of the Highway 24 Bridge; the upstream
portion of Broad Creek is designated PNA. Broad Creek is closed to the taking of shellfish for
consumption by the Division of Shellfish Sanitation, and the Division of Water Quality classifies
the waters of Broad Creek as SA.
There is a ±36' x 20' area of Spartina alterniflora within the basin on the north side; the point of
land on the southwest side of the basin is vegetated with ±120 square feet of the same, and an
additional ±50 square feet of mixed Salicornia spy., Distichlis sspicata, and Borrichia frutescens.
The northern shoreline along Broad Creek is bordered by a 2' to 4' fringe of S ap rtina ap tens,
Borrichia frutescens, and Juncus roemerianus. Here, there is also a 2' x 10' fringe of SSpartina
alterniflora. The Broad Creek border of the property is heavily underlain with relic concrete and
brick rip rap. There are scattered bricks and debris within the basin as well. The bottom area of
the basin is composed primarily of sandy silt, becoming sandier toward the mouth. There are a
few scattered oysters within the basin, and no other indication of a shellfish resource. There are
no beds of SAV this far north in the creek. Broad Creek is approximately 800' across at the
project site.
The applicant is proposing to perform maintenance excavation to the basin and the access
channel by dragline to high ground. The area proposed for excavation within the basin is 129' x
28' to a depth of -4' mean low water. Current soundings in the basin approximate -1.13' mean
low water. The area proposed,for excavation within the access channel to Broad Creek is 120' x
36' to a depth of -4' mean low water. Current soundings within this channel approximate -2.32'
mean low water. There are ±650 cubic yards of bottom material to be removed from a ±7932
square foot area, requiring the removal of approximately 880 square feet of Spartina alterniflora
and 50 square feet of mixed high marsh.
The partially dewatered spoil material is to be temporarily stockpiled on the high ground portion

f
of the project site in a 65' x 35' designated area, and contained with siltfencing. This area can
accommodate ±337 cubic yards of material. The spoil material will be used for the filling of a
portion of the basin area, and the backfilling of the bulkhead, with any excess to be spread over
the lot.
The proposal includes the filling (with spoil material) of the landward end of the basin,
approximately 28'x 39'. The basin and the north shoreline of Broad Creek will then be stabilized
with a vinyl bulkhead structure. This structure will be situated 2' to 4' from the mean high water
contour within the basin, and 3' to 8' from the mean high water contour in Broad Creek. The
debris laden bottom along the shoreline of the creek dictates the distance waterward for
installation of the bulkhead.
There are to be docks constructed along the landward (or west) end and the south side of the
basin. The dimensions on these are proposed at 28' x 6' and 70' x 6', respectively. There are
three mooring pilings associated with this structure, which can accommodate 2 to 3 vessels,
depending on size. The applicant wishes only to use the basin to store a boat during prolonged
periods on unuse, and as a safe harbor during storm events. There is another pier and dock
proposed into Broad Creek. The pier is proposed at 24' x 8', connecting to a dock, 24' x 8',
terminating in -2' mean low water. The structure is situated greater than 15' from each adjacent
riparian corridor.
All of the above described development is intended for private, single family use.
10. ANTICIPATED IMPACTS
The project as proposed would require the removal of 880 square feet of regularly flooded coastal
marsh and 50 square feet of irregularly flooded coastal marsh. The dredging would remove
approximately 650 cubic yards of shallow bottom habitat from an area of approximately 7052
square feet. Approximately one half of this area was created from high ground, and most has
been excavated at least once before, probably in the late 1960's or early 1970's. Approximately
50 square feet of regularly flooded marsh and 150 square feet of irregularly flooded marsh will be
filled and removed from jurisdiction with the installation of the bulkhead. The filling of the
basin requires the loss of approximately 1131 square feet of shallow bottom originally created
from high ground. The proposed high ground disturbance due to the installation of tie backs for
the bulkhead, and the temporary spoil disposal, is 5535 square feet; in reality, this will probably
be larger due to the need for more spoil disposal area. The constructiori of the docks will
incorporate 972 square feet of Public Trust Area, 588 square feet of this being within the created
basin. The pier into Broad Creek is larger than the standard 6' width, and while not shading
coastal marsh, may create an unnecessary shading of shallow bottom habitat.
Turbidity impacts can be expected to occur during excavation, and minimally from the
installation of the bulkhead and, dock pilings.

i
Form DCM -MP -1
APPLICATIO
(To be completed by all applicants)
1. APPLICANT
a. Landowner:
Name 6tORG4 W SYRD
Address 1,6g- p4l / c,4 V jDR
City 44VPJAT State IV C
Zip 2 7 Day Phone 910- ZL7 -330 6'
9/9-247#79-3
Fax
b. Authorized Agent:
Name
Address
City
Zip Day Phone
Fax
State
c. Project name (if any) 13 DAT BASIN
NOTE: Permit will be issued in name of landowner(s), mid /or
project nano.
2. LOCATION OF PROPOSED
PROJECT
a. County ChAr&RFET
Revised 03/95
b. Ci to�}, community or landmark
Ak#A CRE�R Loop RIP.
c. Street
�� ress or secondary ��°°ad number
ELIGAAI UR•
d. Is proposed work within ci limits or planning
jurisdiction? Yes 3E No
e. Name of body of water nearest " .ect (e.g. river,
creek, sound, bay) �RDi4D �R��k
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.
D V C K ;9 80%, V
If
L
b. Is the proposed activity maintenance of an existing
project, new work, or both? 80TH
c. Will the project be for public, private or commercial
use? PR I VATj
d. Give a brief description of purpose, use, methods of
construction and daily operations of proposed
project. If more space is needed, please attach

Form DCM -MP -1
4. LAND AND WATER
CHARACTERISTICS
a. Size of entire tract
b. Size of individual lot(s) s 1Y AGR4S
c. Approximate elevation of tract above MHW or
NWL 2 ' it-0 ZY FT.
d. Soil type(s) and texture(s) of tract
SAIUn
e. Vegetation on tract qR&S _ ,/Q. Es
f. Man-made features now on tract HAM r
g. What is the CAMA Land Use Plan land
classification of the site? (consuit the koca i kind use pkan.)
Conservation Transitional
Developed Community
Rural Other
h. How is the tract zoned by local government?
i. Is the proposed project consistent with the applicable
zoning? _,�L_ Yes No
(Attach toning compliance cenificwe; if appkicabk)
j•
Has a professional
done for the tract?
If yes, by whom? _
archaeological assessment been
Yes X No
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? Yes X No
Coastal (marsh) Other
If yes, has a delineation been conducted?
(Attach documentation, if avaikabk)
Revised 03/95
/0 -9 -q7,
m. Describe existing waste ater treatment facilities.
s ,EPTi c. -EAN"
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.)
SaArAe-E RU BPF
o. Describe existing drinking water supply source.
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

I
Form DCM -MP -1
site. Include highway or secondary road (SR)
numbers, landmarks, and the like.
• A Stormwater Certification, if one is necessary
• 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. Upon signing this form, the applicant
further certifies that such notice has been provided.
Name MOM WAaA Q $,
Address
Phone Crl /0 22Q - 513
Name t1s. Ejr GAR1,14A
Address S-2l0 DAJa.# Rb SPA 1114 VA Uhrl
Phone C"—Q 66-7- 35.7.S
Name
Address
Phone
• A list of previous state or federal permits issued for
work on the project tract. Include permit numbers,
permittee, and issuing dates.
• A check for $250 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 Policy Act (N.C.G.S. 113A - 1 to
10) If the project involves the expenditure of public
funds or use of public lands, attach a statement
documenting compliance with the North Carolina
Environmental Policy Act.
Revised 03195
'©- g- 97
6. CERTIFICATION AND PERNIISSION
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 conditions
and restrictions contained in the permit.
I certify 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 program.
I certify that I am authorized to grant, and do in fact,
grant permission to representatives of state and federal
review agencies to enter on the aforementioned lands in
connection with evaluating information related to this
permit application and follow -up monitoring of the
project.
I further certify that the information provided in this
application is truthful to the best of my knowledge.
This is the $ day of ©C r , 19�.
Print Nam
Signature
Please indicate attachments pertaining to your proposed
project.
DCM MP -2
Excavation and Fill Information
DCM MP -3
Upland Development
XDCM 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)
Revised 03/95
Average Final
Existing Project
Length Width Depth Depth
i
NONE
mmmm
NONE
f%4
X04 -g7
1. EXCAVATION
a. Amount of material to be excavated from below
MHW or NWL in cubic yards lei -"q'O
b. Type of material to be excavated SANDo
M It D , 0O:Z E
c. Does the area to be excavated include coastal
wetlands (marsh), submerged aquatic vegetation
(SAVs) or other wetlands? X Yes No
d. Highground excavation in cubic yards 0
2. DISPOSAL OF. EXCAVATED
MATERIAL
a. Location of disposal area 16 9 M-14 M OR.
f
b. Dimensions of disposal area 10 7 X 46 5
c. Do you claim title to - disposal area?
_ _ Yes No
If no, attach a letter granting permission from the
owner.
soond. Will a disposal area be available for future
maintenance? _�_< Yes No
If yes, where? sip ME

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?
X _ Yes No
3. SHORELINE STABILIZATION
a. Type of shoreline stabilization
_X Bulkhead Riprap
b. Length "— 360 -F T
c. Average distance waterward of MHW or NWL
-V 4-' t
d. Maximum distance waterward of MHW or NWL
s -F:r
e. Shoreline erosion during precedin 12 months
a X0 :2 ES P fr
(Source of information) 0,65" V,4rlOAI
f. Type of bulkhead or riprap material VII YL
g. Amount of fill in cubic yards to be placed below
water level
(1) Riprap
(2) Bulkhead backfill
h. Type of fill material Wy6 g S PO a.5
i. Source of fill material DRJ�OC, /R 6
4. OTHER FILL ACTIVITIES
(Excluding Shoreline Stabilization)
a. Will fill material be brought to site?
Yes � No
Revised 03/95
/o -9 -97
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 0112ther wetlands?
X_ Yes No
If yes, /
(1) Dimensions of fill area 2 g V
(2) Purpose of fill sJ# a R r
5. GENERAL
a. How will excavated or fill material be kept on site
and erosion controlled? SEA WALL
GRASS
b. What type of construction equipment will be used
(for example, dragline, backhoe, or hydraulic
dredge)?
c. Will wetlands be cr3ssed in transporting equipment
to project site? Yes X No
If yes, explain steps that will be taken to lessen
environmental impacts.
Applicant
Signature
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.
b
Dock(s) and /or Pier(s)
(1) _ Commercial _Community X Private
(2) Number
(3) Length
(4) Width $ 6
(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 3
(8) Proximity of structure to adjacent riparian
property lines 2- 6 IC T
(9) Width of water body
(10) Water depth at waterward end of pier at
MLW or NWL 4 FT
Boathouse (including covered lifts)
(1) Commercial _
(2) Length
(3) Width
Groin (e.g. wood, sheetpile, etc.)
(1) Number
(2) Length(s)
Private
d. Breakwater (e.g. wood, sheetpile, etc.)
(1) Length
(2) Average distance from MHW, NWL or
wetlands
(3) Maximum distance beyond MHW, NWL or
wetlands
Revised 03/95
/0_g_97
e. Mooring buoys
(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 _X Private
(2) Number 12
(3) Length
(4) Width
g. Other (Give complete description)
i�
(� - vv A YR,D
:'
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Form DCM -MP-4
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)
(1) _ Commercial _Community, Private
(2) Number
(3) Length
(4) Width 8 6
(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 3
(8) Proximity of structure to adjacent riparian
property lines 2L S IC T
(9) Width of water body Z y M
(10) Water depth at waterward end of pier at
MLW or NWL 4 FT
b. Boathouse (including covered lifts)
(1) Commercial Private
(2) Length
(3) Width
d.
Groin (e.g. wood, sheetpile, etc.)
(1) Number
(2) Length(s)
Breakwater (e.g. wood, sheetpile, etc.)
(1) Length
(2) Average distance from MHW,
wetlands
(3) Maximum distance beyond MHW,
wetlands
Revised 03/95
NWL or
X0-8 -97
e. Mooring buoys
(1) _ Commercial _Community _ Private
(2) Number
(3) Description of buoy F ;
(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 _X Private
(2) Number ,i
(3) Length
(4) Width
g. Other (Give complete description)
(�-w BYRD
Appli Xtr 7pName
Signature
/0--8 9 7
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)
(1) _ Commercial _Community,, Private
(2)
Number
(3)
Length
(4)
Width g d
(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 3
(8)
Proximity of structure to adjacent riparian
property lines iZ- 0S T
(9)
Width of water body Z `f 14 /
(10)
Water depth at waterward end of pier at
MLW or NWL 4 ET
b. Boathouse (including covered lifts)
(1) Commercial Private
(2) Length
(3) Width
C.
Groin (e.g. wood, sheetpile, etc.)
(1) Number
(2) Length(s)
d. Breakwater (e.g. wood, sheetpile, etc.)
(1) Length
(2) Average distance from MHW, NWL or
wetlands
(3) Maximum distance beyond MHW, NWL or
wetlands
Revised 03/95
�0 -8 -97
e. Mooring buoys
(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 _X Private
(2) Number �g
(3) Length
(4) Width
g. Other (Give complete description)
(� -W AYRD
ApplicaKtr j Name
Signature
10 -8 v 9i
Date

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BOAT BASIN
DEPTH TABLES
Property of:
G. W. Byrd
166 Pelican Dr.
Newport, NC 28570
Tax Map 13- 27D -3 -3
AS -IS
Location
Dpth(mlw)
Comment
D1
4 ft
Sand & Mud.
D2
3 ft
Sand & Mud.
D3
2.5 ft
Sand & Mud.
D4
2.25 ft
Sand & Mud.
D5
1 .75 ft
Ooze > 2 ft deep.
D6
1 .75 ft
Ooze >2 ft deep.
D7
1 ft
Ooze > 2 ft deep.
D8
0.75 ft
Ooze >2 ft deep.
D9
0.5 ft
Ooze >2 ft deep.
D10
0.25 ft
Ooze >2 ft deep.
D1 1
1 ft
Ooze > 2 ft deep.
D12
1.75
Ooze >2 ft deep.
D13
2.5 ft
Ooze > 2 ft deep.
D14
2 ft
Ooze > 2 ft deep.
10/8/97
PLANNED
DEPTH
Location
Dpth(mlw)
D1
4 ft
D2
4 ft
D3
4 ft
D4
4 ft
D5
4 ft
D6
4 ft
D7
4 ft
D8
4 ft
D9
4 ft
D10
4 ft
D 1 1
4 ft
D12
4 ft
D13
4 ft
D14
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