19930468 Ver 1_COMPLETE FILE_19930510 (2)

DEPARTMENT OF THE ARMY
WILMINGTON DISTRICT, CORPS OF ENGINEERS
P.O. BOX 1890
WILMINGTON, NORTH CAROLINA 28402-1890 g 1993
t
IN REPLY REFER TO July 12 , 1993
Regulatory Branch
Action ID. 199302699
Mr. John Parker
Division of Coastal Management
North Carolina Department of Environment,
Health, and Natural Resources
Post Office Box 27687
Raleigh, North Carolina 27611-7687
Dear Mr. Parker:
Reference the application of Mr. Cecil Holden and Mr. Wilbur Holden,
represented by Mr. Wayne Holden, for a Department of the Army permit to place
riprap material, reconstruct and backfill a bulkhead and construct a boatramp
on the Atlantic Intracoastal Waterway (AIWW), Lockwood Folly Inlet, :swick
County, North Carolina.
The Federal agencies have completed review of the proposal as presented by
the application and your field investigation report.
We recommend that the following conditions be included in the State
-authorization:
a.. All work authorized by this permit must be performed in strict
compliance with the permit plans.
b. Bulkhead and riprap alignments will be in strict accordance with
permit plans. To prevent an unintentional violation of this authorization,
representatives of the Corps of Engineers and the North Carolina Division of
Coastal Management will be available to stake alignments prior to
construction. .
c. All backfill materials will be obtained from a highground source and
confined landward of the permitted bulkhead.
d. Riprap and fill material will be clean and free of any pollutants
except in trace quantities. Metal products, organic materials, or unsightly
debris will not be used.
e. No vegetated wetlands will be excavated or filled.
f. This permit does not authorize the interference with any existing or
proposed Federal project, and the permittee will not be entitled to
compensation for damage or injury to the authorized structure or work which
may be caused from existing or future operations undertaken by the United
States in the public interest.
-2-
g. No attempt will be made by the permittee to prevent the full and free
use by the public of all navigable waters at or adjacent to the authorized
work. Use of the permitted activity must not interfere with the public's
right to free navigation on all navigable waters of the United States.
h. If the display of lights and signals on the authorized structure is
not otherwise provided for by law, such lights and signals as may be
prescribed by the U.S. Coast Guard will be installed and maintained by and at
the expense of the permittee.
i. The permittee will maintain the authorized work in good condition and
in conformance with the terms and conditions of this permit. The permittee is
not relieved of this requirement if he abandons the permitted activity without
having it transferred to a third party.
j. The activity will be conducted in such a manner as to prevent a
significant increase in turbidity outside the area of construction or
construction-related discharge. Increases such that the turbidity in the
waterbody is 50 NTU's or less are not considered significant.
Questions or comments may be addressed to Mr. Rudi Schiener, Wilmington
Field Office, Regulatory Branch, telephone [phone].
Sincerely,
G. Wayne Wright
Chief, Regulatory Branch
Copies Furnished:
L-145'. John Dorney
Water Quality Section
Division of Environmental
Management
North Carolina Department of
Environment, Health, and
Natural Resources
Post Office Box 27687
Raleigh, North Carolina 27611-7687
Ms. L. K. (Mike) Gantt
U.S. Fish and Wildlife Service
Fish and Wildlife Enhancement
Post Office Box 33726
Raleigh, North Carolina 27636-3726
Mr. Thomas Welborn, Chief
U.S. Environmental Protection
Agency - Region IV
Wetlands Regulatory Unit
345 Courtland Street, NE.
Atlanta, Georgia 30365
Mr. C. Robert Stroud, Jr.
Wilmington Regional Office
North Carolina Division of
Coastal Management
127 Cardinal Drive Extension
Wilmington, North Carolina 28405-3845
Mr. Larry Hardy
National Marine Fisheries Service
Pivers Island
Beaufort, North Carolina 28516
NOTICE OF FILING OF
APPLICATION FOR CAMA MAJOR DEVELOPMENT
PERMIT AND WATER QUALITY CERTIFICATION
The Department of Environment, Health and Natural Resources hereby gives public
notice as required by NCGS 113A-119(b) and 143-215 3(a)(1)(c) that Cecil Holden & Wilbur
Holden of Brunswick County, filed an application on April 29, 1993, for a permit from the
Division of Coastal Management to develop in an Area of Environmental Concern and for
certification from the Division of Environmental Management that a discharge of fill material
in project %vetlands will not violate applicable water quality standards.
According to said application Cecil Holden & Wilbur Holden proposes to construct a
boat ramp, and maintain his existing shoreline erosion control structure by the addition of rip
rap -and/or repair of failing sections of the existing bulkhead at the end of S.R. 1119 at
Lockwood Folly Inlet.
A copy of the entire application and additional information may be examined (or
copies furnished upon request and payment of reproduction costs) during normal business
hours at the office of Environment, Health and Natural Resources, Division of Coastal
Management, and Division of Environmental Management, located at 127 Cardinal Drive
Extension, Wilmington, North Carolina 28405, 919/395-3900.
The Division of Environmental Management proposes to take final action on this
water quality certification on or before June 27, 1993. The issuance of the CAMA Major
Development permit and the Section 401 Certification may deviate from this projected date
depending upon the nature of the comments submitted and subsequent hearings that may
result.
All persons desiring to make comments should do so in writing to Roger N. Schecter,
Director, Division of Coastal Management, P.O. Box 27687, Raleigh, N.C., 27611, prior to
June 23, 1993 for consideration in the CAMA permit decision, and to Mr. John Dorney,
Division of Environmental Management, P.O. Box 27687, Raleigh, N.C., 27611, prior to
June 17, 1993 for consideration in the water quality certification decision. Later comments
on the CAMA application will be accepted and considered up to the time of permit decision.
Project modifications may occur based on review and comment by the public and state and
federal agencies. Notice of the permit decision in this matter will be provided upon request.
PUBLISHED ON: June 10, 1993
0
f `l ? U U
DEPARTMENT OF THE ARMY i
WILMINGTON DISTRICT, CORPS OF ENGINEER
P.O. BOX 1890 q
WILMINGTON, NORTH CAROLINA 28402-1890
IN REPLY REFER TO July 27, 1993
Regulatory Branch
Action ID. 199302699 and State Permit No. 77-93
Mr. Cecil Holden
and Ms. Wilbur G. Holden
c/o Mr. Wayne Holden
6250 Teal Street
Wilmington, North Carolina 28403
Dear Messrs. Holden:
Reference your application for a Department of the Army permit to place
riprap material, reconstruct and backfill a bulkhead and construct a boatramp
on the Atlantic Intracoastal Waterway (AIWW), Lockwood Folly Inlet, a %W
County, North Carolina.
Your proposal has been reviewed and found to be consistent with the
provisions and objectives of general permit No. CESAW-0080-N-000-0291.
Therefore, you may commence construction activity in strict accordance with
applicable State authorization and the enclosed plan. Failure to comply with
the State authorization or conditions of the general permit could result in
civil and/or administrative penalties.
If any change in your work is required because of unforeseen or altered
conditions or for any other reason, plans revised to show the change must be
sent promptly to this office and the North Carolina Division of Coastal
Management prior to performing any such change or alteration. Such action is
necessary as revised plans must be reviewed and the authorization modified.
Questions or comments may be addressed to Mr. Rudi Schiener, Wilmington
Field Office, Regulatory Branch, telephone [phone].
Sincerely,
G. Wayne Wright
Chief, Regulatory Branch
Enclosure
-2-
Copies Furnished with enclosure:
Director, Atlantic Marine Center
National Ocean Service
ATTN: MOA 232X1
439 West York Street
No-rfolk, Virginia 23510-1114
Ar. John Dorney
Water Quality Section
Division of Environmental
Management
North Carolina Department of
Environment, Health and
Natural Resources
Post Office Box 27687
Raleigh, North Carolina 27611-7687
Mr. Thomas Welborn, Chief
U.S. Environmental Protection
Agency - Region IV
Wetlands Regulatory Unit
345 Courtland Street, NE.
Atlanta, Georgia 30365
Mr. John Parker
Division of Coastal Management
-North Carolina Department of
Environment, Health and
Natural Resources
Post Office Box 27687
Raleigh, North Carolina 27611-7687
Ms. L. K. (Mike) Gantt
U.S. Fish and Wildlife Service
Fish and Wildlife Enhancement
Post Office Box 33726
Raleigh, North Carolina 27636-3726
Mr. Larry Hardy
National Marine Fisheries Service
Pivers Island
Beaufort, North Carolina 28516
Mr. C. Robert Stroud, Jr.
Wilmington Regional Office
North Carolina Division of
Coastal Management
127 Cardinal Drive Extension
Wilmington, North Carolina 28405-3845
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DEPARTMENT OF THE ARMY
WILMINGTON DISTRICT, CORPS OF ENGINEERS
P.O. BOX 1890
WILMINGTON, NORTH CAROLINA 28402-1890
IN REPLY REFER TO June 4, 1993
Regulatory Branch
Action ID. 199302699
Mr. Cecil Holden
and Ms. Wilbur G. Holden
c/o Mr. Wayne Holden
6250 Teal Street
Wilmington, North Carolina 28403
Dear Messrs. Holden:
On February 11, 1991, we renewed general permit No. CESAW-C080-N-000-0291
(copy enclosed), which provides Federal authorization for construction
activities that receive authorization from the State of North Carolina.
A review of your application received June 1, 1993, for Department of the
Army authorization to place riprap material, reconstruct and backfill a
bulkhead and construct a boatramp on the Atlantic Intracoastal Waterway
(AIWW), Lockwood Folly Inlet, Brunswick County, North Carolina, indicates it
to be a candidate for Federal authorization under this general permit.
Accordingly, the administrative processing of your application will be
accomplished by the North Carolina Division of Coastal Management. Comments
from Federal review agencies will be furnished to the State.
If your application must be withdrawn from this general permit process for
any reason, you will be informed regarding its further management. If there
are no unresolved differences in State-Federal positions or policies, the
final action taken on your application by the State will result in your
receiving written notice from us that your application is consistent with the
general permit and you may commence your activity. Only after receiving such
confirmation should you begin work.
Your application, pursuant to Section 10 of the River and Harbor Act and
Section 404 of the Clean Water Act, has been assigned Action ID No. 199302699
and will be coordinated by Mr. Rudi Schiener in our Wilmington Field Office.
He is available at telephone [phone].
Sincerely,
G. Wayne Wright
Chief, Regulatory Branch
Enclosure
f
-2-
Copies Furnished (without enclosure):
Mr. John Parker
Division of Coastal Management
North Carolina Department of
Environment, Health and
Natural Resources
Post Office Box 27687
Raleigh, North Carolina 27611-7687
John Dorney
Mater Quality Section
Division of Environmental
Management
North Carolina Department of
Environment, Health and
Natural Resources
Post Office Box 27687
Raleigh, North Carolina 27611-7687
Ms. L. K. (Mike) Gantt
U.S. Fish and Wildlife Service
Fish and Wildlife Enhancement
Post Office Box 33726
Raleigh, North Carolina 27636-3726
Mr. Larry Hardy
National Marine Fisheries Service
Habitat Conservation Division
Pivers Island
Beaufort, North Carolina 28516
Mr. Thomas Welborn, Chief
U.S. Environmental Protection
Agency - Region IV
Wetlands Regulatory Unit
345 Courtland Street, NE.
Atlanta, Georgia 30365
Mr. C. Robert Stroud, Jr.
Wilmington Regional Office
North Carolina Division of
Coastal Management
127 Cardinal Drive Extension
Wilmington, North Carolina 28405-3845
DEPARTMENT OF THE ARMY
WILMINGTON DISTRICT, CORPS OF ENGINEERS
P.O. BOX 1890
WILMINGTON, NORTH CAROLINA 28402-1890
IN REPLY REFER TO June 4, 1993
Regulatory Branch
S: July 6, 1993
Action ID. 199302699
7 Ir {irk ? J 7
Mr. Cecil Holden U U
and Mr. Wilbur G. Holden
c/o Mr. Wayne Holden
6250 Teal Street WETLANDS GROUP
WATER QUALITY SECTION
Wilmington, North Carolina 28403
Dear Messrs. Holden:
Reference your application for Department of the Army (DA) authorization
to place riprap material, reconstruct and backfill a bulkhead and construct a
boatramp on the Atlantic Intracoastal Waterway (AIWW), Lockwood Folly Inlet,
Brunswick County, North Carolina.
On February 6, 1990, the DA and the U.S. Environmental Protection Agency
(EPA) signed a memorandum of agreement (MOA) establishing procedures to
determine the type and level of mitigation necessary to comply with the Clean
Water Act Section 404(b)(1) Guidelines. This MOA provides for first, avoiding
impacts to waters and wetlands through the selection of the least damaging,
practical alternative; second, taking appropriate and practical steps to
minimize impacts on waters and wetlands; and finally, compensating for any
remaining unavoidable impacts to the extent appropriate and practical. To
enable us to process your application in full compliance with this MOA, we
request that you provide the following additional information:
a. Permits for work within wetlands or other special aquatic sites are
available only if the proposed work is the least environmentally damaging,
practicable alternative. Please furnish information regarding any other
alternatives, including upland alternatives, to the work for which you have
applied and provide justification that your selected plan is the least
damaging to water or wetland areas.
b. It is necessary for you to have taken all appropriate and practical
steps to minimize wetland losses. Please indicate all that you have done,
especially regarding development and modification of plans and proposed
construction techniques, to minimize adverse impacts.
c. The MOA requires that appropriate and practical mitigation will be
required for all unavoidable adverse impacts remaining after all appropriate
and practical minimization has been employed. Please indicate your plan to
mitigate for the projected, unavoidable loss of waters or wetlands or provide
information as to the absence of any such appropriate and practical measures.
-2-
This information is essential to our expeditious processing of your
application and it should be forwarded to us by July 6, 1993. Also, a copy of
this information must be sent to the North Carolina Division of Environmental
Management to enable them to adequately evaluate your application for a Water
Quality Certification pursuant to Section 401 of the Clean Water Act.
If you have questions, please do not hesitate to contact Mr. Rudi
Schiener, Wilmington Field Office, Regulatory Branch, telephone (919) 251-
4629.
Sincerely,
G. Wayne Wright
Chief, Regulatory Branch
Copies Furnished:
Mr. Thomas Welborn, Chief
U.S. Environmental Protection
Agency - Region IV
Wetlands Regulatory Unit
345 Courtland Street, NE.
Atlanta, Georgia 30365
Mr. John Parker
Division of Coastal Management
North Carolina Department of
Environment, Health and
Natural Resources
Post Office Box 27687
Raleigh, North Carolina 27611-7687
.Xe John Dorney
Division of Environmental Management
North Carolina Department of
Environment, Health and
Natural Resources
Post Office Box 27687
Raleigh, North Carolina 27611-7687
Mr. C. Robert Stroud, Jr.
Wilmington Regional Office
North Carolina Division of
Coastal Management
127 Cardinal Drive Extension
Wilmington, North Carolina 28405-3845
- State of North Carolina
Department of Environment,
Health and Natural Resources • •
Division of Environmental Management
James B. Hunt, Jr., Governor
„.. Jonathan B. Howes, Secretary
F-:= H N R
A. Preston Howard, Jr., P.E„ Director
July 7, 1993
Wayne Holden
6250 Teal Street
Wilmington, N.C. 28403
Dear Mr. Holden:
Subject: Certification Pursuant to Section 401 of the Federal Clean Water Act,
Proposed boat ramp and shoreline protection
Project # 93468 COE # 199302699
Brunswick County
Attached hereto is a copy of Certification No. 2832 issued to Wayne Holden dated
July 7, 1993.
If we can be of further assistance, do not hesitate to contact us.
Sincerely,
n
?111?
Pres 3
ton How- ar ard, Jr. E6 E
I'Urector
Attachments
cc: Wilmington District Corps of Engineers
Corps of Engineers Wilmington Field Office
Wilmington DEM Regional Office
MI-7--l n D'drney
John Parker, Division of Coastal Management
Central Files
P.O. Box 29535, Raleigh, North Carolina 27626-0535 Telephone [phone] FAX [phone]
An Equal Opportunity Affirmative Action Employer 50% recycled/ 10% post-consumer paper
NORTH CAROLINA
Brunswick County
CERTIFICATION
THIS, CERTIFICATION is issued in conformity with the requirements of Section 401
Public Laws 92-500 and 95-217 of the United States and subject to the North Carolina
Division of Environmental Management Regulations in 15 NCAC 2H, Section .0500
to Brunswick County pursuant to an application filed on the 28th day of May,1993 to
construct a boat ramp and repair shoreline protection measures.
The Application provides adequate assurance that the discharge of fill material into
the waters of Atlantic Intra Coastal Waterway in conjunction with the proposed
development in Brunswick County will not result in a violation of applicable Water
Quality Standards and discharge guidelines. Therefore, the State of North Carolina
certifies that this activity will not violate Sections 301, 302, 303, 306, 307 of PL 92-500
and PL 95-217 if conducted in accordance with the application and conditions
hereinafter set forth.
Condition(s) of Certification:
1. That the activity be conducted in such a manner as to
prevent significant increase in turbidity outside the area of
construction or construction related discharge (increases
such that the turbidity in the stream is 25 NTU's or less are
not considered significant).
2. That all wet concrete poured below MHW be poured at low
tide and that the forms be completely dewatered. No wet
concrete shall be placed in the surface waters.
3. That the riprap material be of such size so it will not be
carried off by wave action and will consist of clean rock or
masonry material free of debris or toxic pullutants.
Violations of any condition herein set forth shall result in revocation of this
Certification. This Certification shall become null and void unless the above conditions
are made conditions of the Federal or Coastal Area Management Act Permit
If this Certification is unacceptable to you, you have the right to an adjudicatory
hearing upon written request within thirty (30) days following receipt of this
Certification. Thisrequest must be in the form of a written petition conforming to
Chapter 1508 of the North Carolina General Statutes and filed with the Office of
Administrative Hearings, P.O. Box 27447, Raleigh, N.C. 27611-7447. Unless such
demands are made, this Certification shall be final and binding.
t
This the 7th day of July, 1993.
DIVISION OF ENVIRONMENTAL MANAGEMENT
P eston Howard, Jr. P E.
Director
wac# 2832 i 11
?. ,y
t4`SNw. oa?'r??Y
State of North Carolina
Department of Environment, Health, and Natural Resources
Division of Coastal Management
Wilmington Regional Office
James B. Hunt, Jr., Governor
Jonathan B. ?Iowes, Secretary
MEMORANDUM:
TO:
FROM:
SUBJECT:
Applicant:
Project Location:
May 28, 1993
Mr. A. Preston Howard, P.E., Director
Division of Environmental Management
John R. Parker, Chief
Major Permits Processing Coordinator
CAMA/DREDGE & FILL Permit Application Review
Wayne Holden
end of SR 1119, Brunswick County
Roger N. Schecter
Director
Proposed Project: to construct a boat ramp, and maintain his existing shoreline erosion control
structure by the addition of rip rap and/or repair of failing sections of the existing
bulkhead.
Please indicate below your agency's position or viewpoint on the proposed project and return this form
by June 17, 1993. If you have any questions regarding the proposed project, please contact Ed Brooks
at extension 247. 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 ?p Jaj (g
i
127 Cardinal Drive Extension, Wilmington, N.C. 28405-3845 • Telephone [phone] • Fax [phone]
An Equal opportunity Affirmative Action Employer
w?
To: John Dorney
Planning Branch
DIVISION OF ENVIRONMENTAL MANAGEMENT
CAMA MAJOR PERMIT APPLICATION REVIEW
REGIONAL OFFICE STAFF REPORT AND RECOMMENDATIONS
REVIEWER:
WQ SUPERVISOR:
DATE:
GREGSON
ADKINS
June 18, 1993
WETLAND INFORMATION FOR CENTRAL OFFICE TRACKING
PERMIT YR: 93 PERMIT NO.: 93468 COUNTY: Brunswick
PROJECT NAME: Wayne Holden
PROJECT TYPE: Riprap PERMIT TYPE: CAMA
COE #: N/A DOT#: N/A
RCD FROM CDA: DCM DATE FROM CDA: Ma
REG OFFICE: WiRO RIVER AND SUB BASIN#: 03 n 9?
*STREAM OR ADJACENT WATER BODY: AIWW u
CLASS: SA STREAM INDEX #: 15-25
*OPEN OR CLOSED: Open F
WL IMPACT: N/A WL TYPE: N/A
WL REQUESTED: N/A WL ACR EST: N/A Wl
HYDRO CNECT?: N/A WL SCORE: N/A WATEI
MITIGATION: N/A MITIGATION TYPE: N/A
MITIGATION SIZE: N/A RATING SHEET ATTACHED?: N/A
RECOMMENDATION: ISSUE
STORMWATER PLAN REQ'D: No
IF YES, DATE APPROVED:
PROJECT DESCRIPTION: The applicant proposes to construct a boat
ramp and upgrade the existing shoreline protection.
WATER QUALITY CERT. (401)
CERT. REQ'D: Yes
IF YES, TYPE: Individual
SEWAGE DISPOSAL
TYPE OF DISPOSAL PROPOSED: N/A
TO BE PERMITTED BY: N/A
IF BY DEM, IS SITE AVAILABLE AND PERMIT ISSUANCE PROBABLE: N/A
WATER/WETLAND FILL
AREA OF FILL - WATER: 12,600 sq. ft. WETLAND: N/A
IS FILL ELIMINATING A SIGNIFICANT USE? No
DREDGING
IS DREDGING ACTIVITY EXPECTED
OF RESOURCE? N/A
IS SPOIL DISPOSAL ADEQUATELY
TO CAUSE A SIGNIFICANT LOSS
ADDRESSED? N/A
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.)

DIVISION OF COASTAL MANAGEMENT
FIELD INVESTIGATION REPORT
1. APPLICANT'S NAME: Wayne Holden
2. LOCATION OF PROJECT SITE: end of SR 1119, adjacent AIWW at Lockwood Folly Inlet, Brunswick
County.
Photo Index - 1989: L,M-15-21 1984: L,M-2-8
State Plane Coordinates - X: 2231200 Y: 6,04200
3. INVESTIGATION TYPE: CAMA/D&F
4. INVESTIGATIVE PROCEDURE: Dates of Site Visit - 3/15/93 4/19/93 4/28/93
Was Applicant Present - Yes Yes No
5. PROCESSING PROCEDURE: Application Received - 4/29/93
Office - Wilmington
6. SITE DESCRIPTION:
(A) Local Land Use Plan - Brunswick County
Land Classification From LUP - Transitional/ mixed use
(B) AEC(s) Involved: ES, EW, PT
(C) Water Dependent: Yes
(D) Intended Use: Private
(E) Wastewater Treatment: Existing - None
Planned - None
(F) Type of Structures: Existing - Boat ramp, boat slip, bulkhead, and rip rap
Planned - Boat ramp, rip rap
(G) Estimated Annual Rate of Erosion: 5-6 ft./yr.
Source - measured loss since 1976 permit plats
7. HABITAT DESCRIPTION:
8
. [AREA]
DREDGED FILLED OTHER
(A) Vegetated Wetlands
(B) Non-Vegetated Wetlands Rip rap
(Shallow bottom) Boat ramp 11,100 sq.ft.
1,500 sq.ft.
(C) Other
(D) Total Area Disturbed: 16,600 sq.ft.
(E) Primary Nursery Area: No
(F) Water Classification: SA Open: Yes
PROJECT SUMMARY: The applicant proposes to construct a boat ramp, and maintain his existing
shoreline erosion control structure by the addition of rip rap and/or repair of failing sections of the existing
bulkhead.

Wayne Holden
Page 2
9. PROTECT DESCRIPTION
The project site is located at the end of SR 1119, adjacent to the Atlantic Intracoastal Waterway
(AIWW), in Brunswick County. The applicant's family property extends 5775 L.F. east and 1550
L. F. west of SR 1119 along the northern side #of the AIWW. the eastern portion of the property
is situated directly behind (north) the Lockwood Folly Inlet. The strong currents generated by the
inlet have created severe erosion along this shoreline, and the applicant's family have made attempts
to stabilize the shoreline in the past. The existing shoreline erosion control project was originally
permitted in 1976 by State Permit #154-76. The original permit included 4,220 L.F. of bulkhead
construction, but only 1850 L.F. of bulkhead and rip rap were ever installed. The original permit
was modified several times between 1976 and 1986, to include toe protection of the bulkhead with
rip rap and the construction of a system of wooden groins waterward of the bulkhead. The eastern
end of the property (approx. 450 L.F.) was stabilized using only rip rap. The structure includes a
boat ramp on its western end (one of two originally proposed). The ramp is bordered by a
breakwater wall on its western side which turns 90 degrees at the terminus of the ramp and
continues parallel to the waterway for 28 feet. This parallel section shows severe damage and
deterioration as it presently exists. A small area of Smooth Cordgrass (Spartina alterniflora),
approximately 336 square feet, is located in this somewhat protected area behind the breakwater
walls. The applicant shows the entire area behind the breakwater as previously stabilized with rip
rap, however, onsite observations show primarily mud bottom. Whatever rip rap that was originally
installed has settled and silted over, or was of insufficient size and has been dispersed by the strong
currents in the area. The placement of rip rap to stabilize to toe of the original bulkhead also
exhibits this settled and silted over condition. The existing structure also includes a boat slip in the
central area of the property. This miniature boat basin was dug out of highground and connected
to the water by removing a 10 ft. section of the bulkhead. The boat slip is 60 feet wide and 60 feet
long. It is dry at low water. Currently, due to the age of the structure, the bulkhead is beginning
to show deterioration. There are two areas between SR 1119 and the boat slip where the bulkhead
is failing and erosion landward of the wall is evident. Contributing to the failure of the bulkhead
are the strong currents created by the inlet. This is evidenced by the depth of water adjacent to the
bulkhead (15 ft. at MLW), where the structure is perpendicular with the direct flow of the inlet
opening. Shoreline erosion adjacent to either end of the existing structure is also evident. The
highground property adjacent to the bulkhead is relatively flat and open. The inland property is
wooded, primarily in pines.
The waters adjacent to the project are classified SA by the N. C. Division of Environmental
Management, and are OPEN to the harvest of shellfish. The adjacent waters are not designated as
primary nursery area.
The applicant is proposing the additional placement of material along the existing bulkhead. The
toe of the rip rap would extend 12 feet waterward of the bulkhead. Additional material would also
be placed along the 450 LF of existing rip rap shoreline on the east side of the project. The
applicant proposes to extend the west end of the project by placement of 100 L.F. of rip rap along
the shoreline west of the existing boat ramp, and adjacent to the breakwater walls which form the
Wayne Holden
Page 3
western side of the boat ramp. The 336 square feet of Smooth Cordgrass (Spartina alterniflora)
would be left uncovered. In the central area of the project, the applicant is proposing to stabilize
the perimeter of the existing boat slip, as well as rebuild the breakwater wall with rip rap.
Placement of the rip rap around the boat slip would be at or above MHW, or landward of the
existing wingwalls. The breakwater wall exists in two sections,-40 feet long and 10 feet long, with
an opening 10 feet wide separating the two secttions. The toe of the rip rap breakwater would also
extend 12 feet waterward of the existing bulkhead alignment. A new boat ramp is proposed at the
east end of the existing bulkhead. The boat ramp would be concrete, 25 feet wide and 75 feet long.
The boat ramp would extend approximately 60 feet below MHW, but only 15 feet waterward of
the adjacent bulkhead. In the two areas where the bulkhead is failing and eroding landward of the
structure, the applicant is proposing to excavate the highground behind the bulkhead and continue
the slope of the rip rap landward, approximately 40-50 feet. The existing bulkhead wall would
remain to act as a breakwater. If the applicant observes good results, he may eventually convert
the entire structure to this design.
10. ANTICIPATED IMPACTS
The proposed project would incorporate an additional 11,100 sq.ft. of shallow bottom by the
extension of the rip rap alignment waterward of the bulkhead from the 6 feet, previously permitted
to 12 feet. If the rip rap placed below MHW is of insufficient size and weight, it could potentially
be moved by strong currents in this area, as evidenced by the current condition of previously
installed rip rap.
Submitted by: E.F. Brooks Date: 5/27/92 Office: Wilmington
Please type or print. Carefully describe all anticipated
development activities, including construction, excava-
tion, filling, paving, land clearing, and stonnwater con-
trol. If the requested information is not relevant to your
project, write N/A (not applicable). Items 14 and 8-9
must be completed for all projects.
1 APPLICANT
a Namev
Address I?Zip ZEE .S
City , f?'?in : n ti 1'Gn State Al C
Zip 2 t03 Day phone [phone]
Landowner or j,-' Authorized agent
b. Project name (if any) `
c. If the applicant is not the landowner, also give the
owner's name address.
C e SfA-?a. a
M,1-4 Al r- Z 8 6
,f 'r 4
4,w,,a? n % ,? ' Sol ?J? rt Gnr
S o*??:wa- 4so i on West e,,d
s £? ra&ked s'f7oYah So
? ?Q y
.11`QG ?OAA S1i17 _ Q.t?L S' ra ??,,,f
r1. bo t . ?9. d e .a. rv?k
If you plan to build marina, also complete and - s?"
attach Form DCM-UP-2.
b. Is the proposed activity maintenance of an
existing project, new work, or both? t
Q i- i ,q roJa-
.60114Z 1 - p 4s ?,q Con
c. Will the project be or ,ommunrty, private, or
co erci use.
d. ]??cribe the planned us %t
V n Co
C 6
LAND AND WATE DIVISION OF
CHARACTERlSTTAL MANAGEMENT
`S
L Size of entire tract 2 o SO
b. Size of individual lot(s) MIX
Rd• syp/?, ilI c. zyy,zs Off) 8l92.(,??0_"
2 LOCATION OF PROPOSED
PROJECT
a Street dress or secondary road number
r'T11F SIA 4 /l l9
b. City, t9ewGn,co a/?e.,r?15e? ?
c. County Pka c- W' c
d. Is proposed work within city limits or planning
jurisdiction? D
e. Name f body of water nearest roject
r
Ltw-kwoo&A Zt/f
3 DESCRIPTION AND PLANNED USE
OF PROPOSED PROJECT
7Tacf l aI Qevelope?rr?t a vies you propose (for
example, building home, motel, ?parina, ,
/. or pier). //??,, nei af- ;r ?? •?
_11t?1L? ILL ?....? u !Sy _ 76
c. Eevation of tract above mean sea level or
Nationrtql1 Gedetic Vertical Datum '
_rQ4gall !?e;Jf 3o?- ;.a., dd ve A# T
d. Soil typ (s) and texture(s) of tract
e. Vegetatio on tract Se a gs, a fog , ee.J?,Qe
iJo
L Man- de features now on tract l?o°°°
JQo??d
AOvefA2 , 4C'/osed ff04f- P: &10 Aft? lr4st94-1
g. What is the CAMA Land Use Plan Classification of
the site? (Consult the local land use plan.)
Conservation Transitional
Developed Community
Rural _#-- Other R75oo
h. How is the tract zoned by local government?
A 7sO D LOCI/ ?pp^: „T- oG S: h S
m1p
i. How a adjacent w tern classiife i .
1
j. Has a professional archaeological survey been
p
carried out for the tract? s If so,?iwhom.
ieatrs
'? der Gr...f' Ssee?sf' ? ?.,ae? l
3/91

5 UPLAND DEVELOPMENT
Complete this section if the project includes any land
development.
a. Type and number of buildings„facilities, or
structuresproposed I?/4
b. Number of lots or parcels NlA
c. Density (Give the number of resid ial units and the
snits per acre.)
m. Water supply source *1A
n. If the project is oceanfront development, describe
the steps that will be taken to maintain established
public beach accessways or provide new access.
A
d. Size of area to be graded or disturbed
NA
e. If the proposed project will disturb more than one
acre of land, the Division of Land Resources must
receive an erosion and sedimentation control plan at
least 30 days before land disturbing activity begins.
If applicable, has a sedimentation and erosion
control plan been subrtted to the Division of Land
Resources? r?
f. Give the percentage of the tract within 75 feet of
mean high water to be covered by impermeable
surfaces, such as pavement, buildings, rooftops.
g. List the materials, such as marl, paver stone, asphalt,
.
or concrete, to be used for paved surface
Coo, C-ea& On
JAM ^,e
h If applicable, has a stormwater management plan
been submitted to the Division of Environmental
Management? N/A
i. Describe proposed sewage disposal and/or waste
water tree?ent facilities.
TA,
o. If the project is on the oceanfront, what will be the
elevation above mean sea level of the first habitable
floofl +JIn
6 EXCAVATION AND FILL
INFORMATION
a. Describe below the purpose of proposed excavation
or fill activities (excluding bulkheads, which are
covered in Section 7).
Access channel
(hdLW) or (NWL)
Boat basin
Other (break-
water, pier,
hpaL=8,
rock jetty)
Fill placed in
wetland or below
MHW
j. Have these cilities receWstd ,
' 1. M-1
L Describe existing treatme aril y ?
NlR
UN QCFF
-„t M
L Describe location and type of discharges to waters of
the state (for example, surface runoff, sanitary
wastewater, industrial/commercial effluent, "wash
down").
2
Upland fill
areas
Length Width Depth
% u?R

qs . zs

b. Amount of material to be excavated from below
wider level in cubic yards P11A
c. Type of material NJA -
d. Does the area to be excavated include marshland,
swamps, or other wetlands? /O
e. High ground excaM?tion, m cubic yards
3/91
f. Dimensions of spoil disposal area *VIA
g. Location of spoil disposal area N?A
h. Do you claim title to the disposal area? M/
Unot, attach a letter granting permission from the
owner.
i. Will a disposal area be available for future
r
maintenance?
If so, where? 3C
j. Does the disposal area include any marshland,
swamps, or water areas? x,4
k. Will the fill material be placed below mean high
water?' TA
1. Amount of fill in cubic yards ?lA
in. Type of fill material
n. Source of fill material N?a
o. Will fill material be placed on marsh or other
wetlands? pIA
p. Dimensions of the wetland to be filled
N?A
q. How will excavated or fill material be kept on site
and erosi n controlle
s .
r. What type of constriction equipment will be used
(for example, gline backhoe, or hydra is
dredge)? u e
e •s s
s. Will wetlands be crossed in transporting equIpment
to project site? cif 9es?in
be taken to lessen ?!i t n
riti OF
COASTAL
7 SHORELINE STABILIZATION
. Length of bulkhead or riprap 20ao
b. Average distance wsterward?f mean ' h watel or
normal water level _Q -
c. Shoreline rosion during preceding 12 m the` in
feet a ¢ i t s ?T .Q1' vc? I f s
A-'a. bdeomw 4/1e pr /K
d. Type f materiOw qn _ PER.
e. Amount of fill, in cubic y rds, to be placed below
mean high water 1??R
f. Type of fill material N/Il
8 ADDITIONAL INFORMATION
In addition to the completed application form, the follow-
ing 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 property. 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 work plat (including plan view and cross
sectional drawings) drawn to scale in black ink on an 8
1/2 x 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 18 high
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
site. Include county road (SR) numbers, landmarks, and
the like.
A stormwater management plan, if applicable, that
may have been developed in consultation with the
Division of Environmental Management.
A list of the names and complete addresses of the
adjacent waterfront (riparian) landowners. These
individuals have 30 days in which to submit comments
on the proposed project to the Division of Coastal
Management and should be advised by the applicant of
that opportunity.
X
3/91
as?
i Name
Address 471
r
S 1
Z?y?L
Name A f
Addr MA
(qua) 8y2 s63't='
Name %
Address s-
2
&pJ) S'!6_ /Ss9
A list of previous state or federal permits issued for
work on the project tract. Include permit numbers,
permittee, and ' suin dates.
156 .-? /!86
A ch k P- $250 de a able m the De armnent of
9 CERTIFICATION AND PERMISSION
TO ENTER ON LAND
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.
],certify that to the best of my knowledge, the proposed
a?Vity complies with the State of North Carolina's ap-
proved Coastal Management Program and will be con-
ducted in a manner consistent with such program.
I further 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
ec r ma p y p project.
Environment , Health, and Natural Resources to cover ?/??
the costs of processing the application. This is the - /b j/? day of ,19,x.
A signed AEC hazard notice for projects in oceanfront X
and inlet areas. Landowner or Auth 'zed ag t
A statement on the use of public funds. If the project
involves the expenditure of public funds, attach a state-
ment documenting compliance with the North Carolina
Environmental Policy Act (N.C.G.S.113A-1 to 10).
?, .:? 199
Ap
VN, )N OF
svlkL kt:IXAGEM 1 .
s

1
4 3/91
I. REPAIR AND REPLACEMENT

A. Replacing old wooden materials when necessary
with new materials, hoping to get several more
years out of existing structures.
B. Replacing old cables with new cable tie-backs.
C. Repair breakwaters removed by teredp wprms and
the March 13, 1993 storm with large concrete
slabs and/or treated pilen.
D. After wooden seawall fails, start building a slop-
ing rock seawall made out of rip-rap (concrete)
material at the east end of the site.
II. MAINTENANCE OF EXISTING RIP-RAP MATERIAL
A. Maintain rip-rap in front of wooden. seawall.
B. Maintain and repair existing rocked-shoreline.
a. 450 feet on east end
b. 50 feet on west end
III. NEW WORK
A. Extend rocked shoreline protection 50 feet
on the west end of project.
B. Build a boat ramp on the east end of project,
adjacent to wooden seawall, extending from
Breaker Watch Road.
APR lySS
DIVIS10% OF
COASTAL SW'1AGEMENT

III. con't.
C. -Rock upper 'north side of boat slip to eliminate
storm washout.
D. Extend rip-rap protection 12 feet southward of
bulkhead, boat slip and boat ramp to eliminate
unusual erosion conditions set up-by strong
whipping currents. -1E_
E. Extending rock 25 feet along the north bank (on
the last 118 running feet of rocked shoreline)
at the east end producing the desired slope
and current flow.
n.>
j•? l fi V ???? ?l
APR Ley 199:5
DIVISION OF
COASTAL AMAGEMEt
8
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APi? 191"i
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LMT-TO?- ?LT.CLB --AQ_T?T? •
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APR 199
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DIVISION OF COASTAL MANAGEMENT
FIELD INVESTIGATION REPORT
1. APPLICANT'S NAME: Wayne Holden -
2. LOCATION OF PROJECT SITE: end of SR 1119, adjacent AIWW at Lockwood Folly Inlet, Brunswick
County. m, 11
Q
Photo Index - 1989: L,M-15-21 1984: L ,M-2-8
?i
_ a
JUN
- 9 )993 p G
State Plane Coordinates - X: 2231200 Y: 604200
3. INVESTIGATION TYPE: CAMA/D&F WETLANDS GROUP
WATER OHM ITV UPTI M
4. INVESTIGATIVE PROCEDURE: Dates of Site Visit - 3/15/93 4/19/93 4/28/93
Was Applicant Present - Yes Yes No
5. PROCESSING PROCEDURE: Application Received - 4/29/93
Office - Wilmington
6. SITE DESCRIPTION:
(A) Local Land Use Plan - Brunswick County
Land Classification From LUP - Transitional/ mixed use
(B) AEC(s) Involved: ES, EW, PT
(C) Water Dependent: Yes
(D) Intended Use: Private
(E) Wastewater Treatment: Existing - None
Planned -None
(F) Type of Structures: Existing - Boat ramp, boat slip, bulkhead, and rip rap
Planned - Boat ramp, rip rap
(G) Estimated Annual Rate of Erosion: 5-6 ft./yr.
Source - measured loss since 1976 permit plats
7. HABITAT DESCRIPTION:
8.
[AREA]
DREDGED FILLED OTHER
(A) Vegetated Wetlands
(B) Non-Vegetated Wetlands Rip rap
(Shallow bottom) Boat ramp 11,100 sq.ft.
1,500 sq.ft.
(C) Other
(D) Total Area Disturbed: 16,600 sq.ft.
(E) Primary Nursery Area: No
(F) Water Classification: SA Open: Yes
PROJECT SUMMARY: The applicant proposes to construct a boat ramp, and maintain his existing
shoreline erosion control structure by the addition of rip rap and/or repair of failing sections of the existing
bulkhead.
Wayne Holden
Page 2
9. PROTECT DESCRIPTION
The project site is located at the end of SR 1119, adjacent to the Atlantic Intracoastal Waterway
(AIWW), in Brunswick County. The applicant's family property extends 5775 L.F. east and 1550
L. F. west of SR 1119 along the northern side, of the AIWW. The eastern portion of the property
is situated directly behind (north) the Lockwood Folly Inlet. The strong currents generated by the
inlet have created severe erosion along this shoreline, and the applicant's family have made attempts
to stabilize the shoreline in the past. The existing shoreline erosion control project was originally
permitted in 1976 by State Permit #154-76. The original permit included 4,220 L.F. of bulkhead
construction, but only 1850 L.F. of bulkhead and rip rap were ever installed. The original permit
was modified several times between 1976 and 1986, to include toe protection of the bulkhead with
rip rap and the construction of a system of wooden groins waterward of the bulkhead. The eastern
end of the property (approx. 450 L.F.) was stabilized using only rip rap. The structure includes a
boat ramp on its western end (one of two originally proposed). The ramp is bordered by a
breakwater wall on its western side which turns 90 degrees at the terminus of the ramp and
continues parallel to the waterway for 28 feet. This parallel section shows severe damage and
deterioration as it presently exists. A small area of Smooth Cordgrass (Spartina alterniflora),
approximately 336 square feet, is located in this somewhat protected area behind the breakwater
walls. The applicant shows the entire area behind the breakwater as previously stabilized with rip
rap, however, onsite observations show primarily mud bottom. Whatever rip rap that was originally
installed has settled and silted over, or was of insufficient size and has been dispersed by the strong
currents in the area. The placement of rip rap to stabilize to toe of the original bulkhead also
exhibits this settled and silted over condition. The existing structure also includes a boat slip in the
central area of the property. This miniature boat basin was dug out of highground and connected
to the water by removing a 10 ft. section of the bulkhead. The boat slip is 60 feet wide and 60 feet
long. It is dry at low water. Currently, due to the age of the structure, the bulkhead is beginning
to show deterioration. There are two areas between SR 1119 and the boat slip where the bulkhead
is failing and erosion landward of the wall is evident. Contributing to the failure of the bulkhead
are the strong currents created by the inlet. This is evidenced by the depth of water adjacent to the
bulkhead (15 ft. at MLW), where the structure is perpendicular with the direct flow of the inlet
opening. Shoreline erosion adjacent to either end of the existing structure is also evident. The
highground property adjacent to the bulkhead is relatively flat and open. The inland property is
wooded, primarily in pines.
The waters adjacent to the project are classified SA by the N. C. Division of Environmental
Management, and are OPEN to the harvest of shellfish. The adjacent waters are not designated as
primary nursery area.
The applicant is proposing the additional placement of material along the existing bulkhead. The
toe of the rip rap would extend 12 feet waterward of the bulkhead. Additional material would also
be placed along the 450 LF of existing rip rap shoreline on the east side of the project. The
applicant proposes to extend the west end of the project by placement of 100 L.F. of rip rap along
the shoreline west of the existing boat ramp; -rd adjacent to the breakwater walls which form the
Wayne Holden
Page 3
western side of the boat ramp. The 336 square feet of Smooth Cordgrass (Spartina alterniflora)
would be left uncovered. In the central area of the project, the applicant is proposing to stabilize
the perimeter of the existing boat slip, as well as rebuild the breakwater wall with rip rap.
Placement of the rip rap around the boat slip would be at oz above MHW, or landward of the
existing wingwalls. The breakwater wall exists; in two sections, 40 feet long and 10 feet long, with
an opening 10 feet wide separating the two sections. The toe of the rip rap breakwater would also
extend 12 feet waterward of the existing bulkhead alignment. A new boat ramp is proposed at the
east end of the existing bulkhead. The boat ramp would be concrete, 25 feet wide and 75 feet long.
The boat ramp would extend approximately 60 feet below MHW, but only 15 feet waterward of
the adjacent bulkhead. In the two areas where the bulkhead is failing and eroding landward of the
structure, the applicant is proposing to excavate the highground behind the bulkhead and continue
the slope of the rip rap landward, approximately 40-50 feet. The existing bulkhead wall would
remain to act as a breakwater. If the applicant observes good results, he may eventually convert
the entire structure to this design.
10. ANTICIPATED IMPACTS
The proposed project would incorporate an additional 11,100 sq.ft. of shallow bottom by the
extension of the rip rap alignment waterward of the bulkhead from the 6 feet, previously permitted
to 12 feet. If the rip rap placed below MHW is of insufficient size and weight, it could potentially
be moved by strong currents in this area, as evidenced by the current condition of previously
installed rip rap.
Submitted by: E.F. Brooks Date: 5/27/92 Office: Wilmington
Please type or print. Carefully describe all anticipated
development activities, including construction, excava-
tion, filling, paving, land clearing, and stormwater con-
trol. If the requested information is not relevant to your
project, write N/A (not applicable). Items 1-4 and 8-9
must be completed for all projects. b.
1 APPLICANT
_a: Name-LV n
Address Te-al S d
City rn : r, o State
Zip 2 g,-/o3 Day phone 3 072 - 2? 2-6
Landowner or - k-- Authorized agent
r a;. R X;S :n reck'.d
4. 4s0 ? y .W 04i so?'lert ehd
S Exh j rbck2d AhovgfinQ- ?O? on r,J2st +Tnr?d
6. /\ Gk boat 41;.17. e"p- r ;t,C-r r (?aLI'
'?` ?oa?s I??/? a ?,d i2 e?af%o•. rock
s?
If you plan to build a marina, also complete and
attach Form DCM-MP-2.
Is the proposed activity maintenance of an
existing project, new work, or both9
h :n Q t- S rh r0/¢c
As CoS ?u? ion ?
ill the project Abrr?omrnun'ity, private, or
co erci 1 use?
C.
d. D cribe the planned usg' o tie ojct.
'(25;Z) fl C-Or7 i-p Joy-
2
b. Project name (if any)
4 LAND AND WATER DIVISION OF
c. If the applicant is not the landowner, also give the
owner's name and ddress.
-ce'ra"I M. o 2 ell , c: e
2` yz-6 a.
id 2-
//
b
par C?/Tol o-, 3701 S?onz C"6-5--
9W. S"Pplh / to c. 28`162 ?yi9} 8ya c.
2 LOCATION OF PROPOSED
PROJECT
a. Street address or secondary road number
t?, r7 F S> A 41. /m
b. City, tqwn, co T unity, or land rark
c. County
d. Is proposed work W* city limits or planning
jurisdiction? A/O
e. Name f body of water nearest project
z" 1? r G A/ 2 v (JC. ?
L"k wood
3 DESCRIPTION AND PLANNED USE
OF PROPOSED PROJECT
CHARACTERISTSIAIL IV1P??P.GEtVIEil1
Size of entire tract 2 0 S a he,/'
Size of individual lot(s) 1111A
Elevation of tract above mean sea level or
Nation Geodetic Vertical Datum
SQ-aw ?ie;ti?? 30+` i??es above AS T
Soil type(s) and texture(s) of tract
Sii n ci ,p
Vegetatioon tract
d.
e.
f. Man-ode features now on tract WvodP.s. Ro-ked
Shove Iina.. ?hG/osed Bugr'S/? 8oaf?Pun??- JXS-t x.4.1
g. What is the CAMA Land Use Plan Classification of
the site? (Consult the local land use plan.)
Conservation Transitional
Developed Community
Rural k- Other R7$oo
h.
How is the tract zoned by local government?
R75oo Loch otA S:n ti
How a e adjacent w ters classifieq?
h c l? lerl.?C.
Has a professional archaeological survey been
carried out for the tract? e s If so, b whom?
eG GraK.f S / I a /?s c ers
i.
* a 'des c b ai`I development ac Zvi ies you propose (for
example, building a home, motel, marina, bylkhead,
/. or pier). /?a;?, 7?eh anee o?
er/ :? /5
M otl(?.' T'i ?lG .'oNS ?-• L ?OSiOhl ? oA ?O/
?•• Uoc?I RG??J ConSlr?ici''v^ oh
3/91 al? 2nd v ,6Je
3, E 4&J F; F , UP i ?? C, ^,r rs ? Seams u?! # v
I2 ??
f. Dimensions of spoil disposal area 111A
g. Location of spoil disposal area N
h. Do you claim title to the disposal area? All
If not, attach a letter granting permission from the .
owner.
i. Will a disposal area be available for future
_ maintenance?
If so, where?
Does the disposal area include any marshland,
swamps, or water areas? Y! R
k. Will the fill material be placed below mean high
water?
1. Amount of fill in cubic yards
m. Type of fill material A4
n. Source of fill material NSA
o. Will fill material be placed on marsh or other
wetlands? 11g
p. Dimensions of the wetland to be filled
N,
q. How will excavated or fill material be kept on site
and erosion controN,11 X
?
s 1 , n ,-tt t - (/ona n A, IkAead
a Q k.QJ SA a re 1;n Q-
r. What type of construction equipment will be used
(for example, ragline backhoe, or hydra lic
dredge)? uc Le-
e s s ? a?e
S-
V/1
s. Will wetlands be crossed in transportine ui ment
to project site? ,I .-yes expTaRFs,q s h ill
E ! ?
be taken to lessen environmental l , do s
APR
C r1,?„ c. 1 i OF
7 SHORELINE STABILIZATION
a. Length of bulkhead or riprap 2060
b. Average distance waterward f?f mean hi h water or
normal water level 0-
_c¢r Giea
11Y
3/91
c. Shoreline erosion during preceding 12 mt?nths in
feet/?'?la.n ?"an ?g/ 6ti ?r's?:n?l st?k?7k--ax
?x, S- ";n ,)Trkc'?{Mr'2S G./rt?Q, 4 je? /A fcv .13
d. Type Nbulkhead m to ''al r' `von
Tre .ed (,?ao an
e. Amount of fill, in cubic ards, to be placed below
mean high water &'
f. Type of fill material A /14
8 ADDITIONAL INFORMATION
In addition to the completed application form, the follow-
ing 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 property. 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 work plat (including plan view and cross
sectional drawings) drawn to scale in black ink on an 8
1/2 x 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 18 high
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
site. Include county road (SR) numbers, landmarks, and
the like.
A stormwater management plan, if applicable, that
may have been developed in consultation with the
Division of Environmental Management.
A list of the names and complete addresses of the
adjacent waterfront (riparian) landowners. These
individuals have 30 days in which to submit comments
on the proposed project to the Division of Coastal
Management and should be advised by the applicant of
that opportunity.
5 UPLAND DEVELOPMENT
Complete this section if the project includes any land
development.
a. Type and number of building??f cilities, or
structures proposed ??
b. Number of lots or parcels NR
-c. Density (Give the number of resi gntial units and the
units per acre.) /
d. Size of area to be graded or disturbed
e. If the proposed project will disturb more than one
acre of land, the Division of Land Resources must
receive an erosion and sedimentation control plan at
least 30 days before land disturbing activity begins.
If applicable, has a sedimentation and erosion
control plan been subr4*tted to the Division of Land
Resources? NN/+
f. Give the percentage of the tract within 75 feet of
mean high water to be covered by impermeable
surfaces, such as pavement, buildings, rooftops.
g. List the materials, such as marl, paver stone, asphalt,
or concrete, to be used for paved surface .
co" c,ie.? on Oro0Ro.S'e? 060J
eP? r, n
h. If applicable, has a stormwater management plan
been submitted to the Division of Environmental
Management? N1.4
i. Describe proposed sewage disposal and/or waste
water treatment facilities.
j. Have.these facilities received statpfoWa? -
k. Describe existing treatmenf i acilht .
N/A
U? t
7p\ {
1. Describe location and type of discharges to waters
the state (for example, surface runoff, sanitary
wastewater, industrial/commercial effluent, "wash
down").
m. Water supply source PIP
n. If the project is oceanfront development, describe
the steps that will be taken to maintain established
public beach accessways or provide new access.
o. If the project is on the oceanfront, what will be the
elevation above mean sea level of the first habitable
floor? IV A
6 EXCAVATIONAND FILL
INFORMATION
a. Describe below the purpose of proposed excavation
or fill activities (excluding bulkheads, which are
covered in Section 7).
Access channel
(MLW) or (NWL)
Boat basin
Other (break-
water, pier,
boat rte,
rock jetty)
Fill placed in
wetland or below
MHW
Upland fill
as
ae
Length Width Depth
N/?. Y/, "//,
NIA N14 4111

qs zs
N /V

b. Amount of material to be excavated from below
water level in cubic yards fy/A
c. Type of material N/14
d. Does the area to be excavated include marshland,
swamps, or other wetlands? /V O
O
e. High ground exca,4tion, in cubic yards
Il-
2 3/91
? r

Name A. a.,,-( 6,-, T 6_0fa
Address , 3I x M c _Rd
Sota i r.1esT 5?-,?n?a &C_
20??Z
Name
Addres f/6"_
Name - :
Address 2
A list of previous state or federal permits issued for
work on the project tract. Include permit numbers,
permittee, and 'suing dates. ,J 1/r
en /5- I'Px )a?S gn J -4r e tans
A check for $250 made payable to the Department of
Environment, Health, and Natural Resources to cover
the costs of processing the application.
A signed AEC hazard notice for projects in oceanfront
and inlet areas.
A statement on the use of public funds. If the project
involves the expenditure of public funds, attach a state-
ment documenting compliance with the North Carolina
Environmental Policy Act (N. C.G.S. 113A-1 to 10).
M :7
1994.
011\41 ANA OF
MAR
4
9 CERTIFICATION AND PERMISSION
TO ENTER ON LAND -
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 ap-
proved Coastal Management Program and will be con-
ducted in a manner consistent with such program.
I further 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
project.
This is the /4/h day of , 19%3 .
Landowner or Authpfized agent
3/91.
1-166

Name ar• a,h rs. • T (7-0lJ
Address ?31 .Sn,-...G g,-" r- ? Ad
Soa•l?rfer? S??1ti Il/.G
2FyE2'
Name
Addres kilt ®r.
Name
Address 2 5_ 14
/
0128
(yon) s?96_ / Ss9
A list of previous state or federal permits issued for
work on the project tract. Include permit numbers,
permitt ee, and,issuing /.57 y _ 7(
A check for $250 made payable to the Department of
Environment, Health, and Natural Resources to cover
the costs of processing the application.
A signed AEC hazard notice for projects in oceanfront
and inlet areas.
A statement on the use of public funds. If the project
involves the expenditure of public funds, attach a state-
ment documenting compliance with the North Carolina
Environmental Policy Act (N.C.G.S. 113A-1 to 10).
..1 f3;d i
1993
'GEt
itL,t A
4
9 CERTIFICATION AND PERMISSION
TO ENTER ON LAND -
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 ap-
proved Coastal Management Program and will be con-
ducted in a manner consistent with such program.
I further 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
project.
This is the day of , 19!3 .
Landowner or Authpfized agefit
3/91.
I. REPAIR AND REPLACEMENT
A. Replacing old wooden materials when necessary
with new materials, hoping to get several more
years out of existing structures.
B. Replacing old cables with new cable tie-backs.
C. Repair breakwaters removed by teredp wprms and
the March 13, 1993 storm with large concrete
slabs and/or treated pilen.
D. After wooden seawall fails, start building a slop-
ing rock seawall made out of rip-rap (concrete)
material at the east end of the site.
II. MAINTENANCE OF EXISTING RIP-RAP MATERIAL
A. Maintain rip-rap in front of wooden.seawall.
B. Maintain and repair existing rocked shoreline.
a. 450 feet on east end
b. 50 feet on west end
III. NEW WORK
A. Extend rocked shoreline protection 50 feet
on the west end of project.
B. Build a boat ramp on the east end of project,
adjacent to wooden seawall, extending from
Breaker Watch Road.
"*Jn d f 4 j
s a
APR ; 199J
DWISION OF
MAS I&
III. con't.
C. Rock upper north side of boat slip to eliminate
storm washout.
D. Extend rip-rap protection 12 feet southward of
bulkhead, boat slip and boat ramp to eliminate
unusual erosion conditions set up by strong
whipping currents.
E. Extending rock 25 feet along the north bank (on
the last 118 running feet of rocked shoreline)
at the east end producing the desired slope
and current flow.
APR 199; =?.
D1V1S10?1 OF
COASTAL MANAOEMEV I:
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APR D 1993
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APR 279 1993.
DIVISION OF
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R'?KzL ., 1993
?? ? A ytJ? NoL9 N ??
DEPARTMENT OF THE ARMY
WILMINGTON DISTRICT, CORPS OF ENGINEERS
P.O. BOX 1890
WILMINGTON, NORTH CAROLINA 28402-1890
Regulatory Branch
IN REPLY REFER TO
June 4, 1993
S: August 4, 1993
Action ID. 199302699
Mr. John Dorney JUN
Division of Environmental Management
a
North Carolina Department of
Environment, Health and WETLANDS GROUP
Natural Resources WATER UALITY SECTION
Post Office Box 29535
Raleigh, North Carolina 27626-0535
Dear Mr. Dorney:
Enclosed is the application of Mr. Cecil Holden and Mr. Wilbur G. Holden
for Department of the Army authorization and a State Water Quality
Certification to place riprap material, reconstruct and backfill a bulkhead
and construct a boatramp on the Atlantic Intracoastal Waterway (AIWW),
Lockwood Folly Inlet, Brunswick 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.
In accordance with our administrative regulations, in most cases, 60 days
after receipt of a request for certification is a reasonable time for State
action. Therefore, if you have not acted on the request, or asked for an
extension of time, by August 4, 1993, the District Engineer will deem that
waiver has occurred.
Questions or comments may be addressed to Mr. Rudi Schiener, Wilmington
Field Office, Regulatory Branch, telephone [phone].
Sincerely,
G. ne Wri t
Chief, Regulatory Branch
Enclosure
1
-2-
Copies Furnished (without enclosure):
Mr. John Parker
Division of Coastal Management
North Carolina Department of
Environment, Health and
Natural Resources
Post Office Box 27687
Raleigh, North Carolina 27611-7687
Mr. C. Robert Stroud, Jr.
Wilmington Regional Office
North Carolina Division of
Coastal Management
127 Cardinal Drive Extension
Wilmington, North Carolina 28405-3845

Please type or print. Carefully describe all anticipated
development activities, including construction; excava-
tion, filling, paving, land clearing, and stormwater con-
trol. If the requested information is not relevant to your
project, write N/A (not applicable). Items lr
d,
must be completed for all projects.
A
1 APPLICANT
L Natne-4/i
Address
city : n
Zip 2 ?yv3 I
'MIX
!? /eG/ ?7r22
`o.. State Al C
)ay phone 392,,'7'726
Landowner or_ t-f- Authorized agent
b. Project name (if any)
A ?, , ? •? Rx,s'?:.,G rock=d
4. {? al n a--a o' -;a ond" Sol aerf e., f
g o,?l:w? ? ,ys t +t..d
s Fa'? racked s-{,o,+.e.lt•w. rot o•. Wes
kal- bed' S/: 2 _ ems. r &?T_ r c_)Ar
tP bos s . . a d rvak
If you plan to build a marina, also complete and
Cis s?
attach Form DCM-MP-2.
Is the proposed activity maintenance of an
je , newl cork. or both r
axistipg pro
c.: Will the project bd fd-r 6mnmunity, private, or
-' oo ercl use.
A- -'IMAIi
d. ]??cribe the planned uSsirt o
1 f' 1 j
C '
APR
4 LAND AND WATER DIVISION OF
c. If the applicant is not the landowner, also give the CHARACTERISTt?CSISTAL NtAAF:GEMENT
owner's name an9dress.
C ode _
Vi 2- IlArl- S??^ Q a Size of entire tract -Soso
b. Size of individual lot(s) MIX
k., rr, a Pk5' 390! s ,r'hA
Rd' Syp/5, il/ C• -4yYIs 010 8ti2 _651 ? c.
2 LOCATION OF PROPOSED
PROJECT d.
L Street address or secondary road number
b. Citytgwn, =,2 or lanark
/Vear li
c. County ra c w: ? I
d. Is proposed work within city limits or planning
jurisdiction? 409
Elevation of tract above mean sea level or
Nation etic Vertical Datum '
Sew w c - ? ;.J., above . T.
. Soil type(s) and texture(s) of tract .
Vegetado on tract .-.•, a fa ce"Aloed4p_,
r
e.
L Man-made features now on tract AlogaL I& "Mal `
4ove ;t a.1 F"dased B64i'MAP; ,o f`d
g. What is the CAMA Land Use Plan Classification of
the site? (Consult the local land use plan.)
Conservation Transitional
Developed Community
Rural .Other R75oo
e. Name f body of ater nearest project
r
25'. a
Lo,aksoood' Folly 77m /e*. h.
3 DESCRIPTION AND PLANNED USE
OF PROPOSED PROJECT '•
* b? a1? eNvei1c4ent vibes you propose (for j.
?^
example, building home, motel,arina, bylkhead,
/. or pier). me o a ;s r •e
s
fro.g" 11!J
r w?• a tai ... f -rr F?. s'%nw L M rv
?• Uo?T Rin /COn S rN?l ??n
Part 4.+?d d T hJ?
3191 +0
How is the tract zoned by local government?
75'ot> pgs: oG
es elassife ? -
How a adjacent X"
h.p 1 4
Has a professional archaeological survey been
carried out for the tract? ?, Ifso, whom?
1z
5 UPLAND DEVELOPMENT
Complete this section if the project includes any land
development.
a` Type and number of buildinfacilities, or
atructuresproposed /
b. Number of lots or parcels NIA
c. Density (Give the number of residential units and the
units per acre.)
d. Size of area to be graded or disturbed
e. If the proposed project will disturb more than one
acre of land, the Division of Land Resources must
receive an erosion and sedimentation control plan at
least 30 days before land disturbing activity begins.
If applicable, has a sedimentation and erosion
control plan been subr?tted to the Division of Land
Resources? ??AA
L Give the percentage of the tract within 75 feet of
mean high water to be covered by impermeable
surfaces, such as pavement, buildings, rooftops.
g. List the materials, such as marl, paver stone, asphalt,
or concrete, to be used for paved surface.
t=on aia& on Orolos*ed 80
^OR
h. If applicable, has a stormwater management plan
been submitted to the Division of Environmental
Management? &A4
--i. Describe proposed sewage disposal and/or waste
water treent facilities.
r,
N/A
i.
L
L
Have shese_ # ...es receiw,s e.er}+ , i .:, ,
N •
. 2g lyq?
Describe ex sting treatme ac
AVK
ty R
olvisION OF
'A M Li
Describe location and type of discharges to waters of
tfie state (for example, surface runoff, sanitary
wastewater, industriallcommercial effluent:. "wash
down"). -
m. Water supply source SIR
n. If the project is oceanfront development, describe
the steps that will be taken to maintain established
..publicKbach accessways or provide new access.
o. If the project is on the oceanfront, what will be the
elevation above mean sea level of the first habitable
floor? NA
5 EXCAVATION AND FILL
INFORMATION
L Describe below the purpose of proposed excavation
or fill activities (excluding bulkheads, which are
covered in Section 7).
Length Width Depth
Access channel
(ML.W) or (NWL)
Boat basin
Other (break-
water, pier,
at Mm ,
rock jetty)
Fill placed in
wetland or below
MEW
Upland fill
areas

NfA • %A A

95
25 Ali

KI
M
b. Amount of material m be excavated from below
water level in cubic yards a/A
c. Type of material NYi4
d. Does the area to be excavated include marshland,
swamps, or other wetlands? #O
e. High ground excaM$tion, in cubic yards
/A-
2 3/91
•
L Dimensions of spoil disposal area Jr/a
g. Location of spoil disposal area ~1A
h. Do you claim title to the disposal area? M?
if not, attach a letter granting permission from the
owner.
i. Will a disposal area be available for future
maintenance?
If so, where?
j. Does the disposal area include any marshland,
swamps, or water areas? J/p
k. Will the fill material be placed below mean gh
water? -. - - JA
1. Amount of fill in cubic yards
m. Type of fill material
n. Source of fill material
o. Will fill material be placed on marsh or other
wetlands? AI
p. Dimensions of the wetland to be filled N
q. How will excavated or fill material be kept on site
and erosi n controlle
414aJi 14
40 c_ kaj Cl an /;^a_
r. What type of construction equipment will be used
(for example, gline backhoe, or hydra is
M. 1-
e _ e
dredge)? a
e •s • s
s. Will wetlands be crossed in transporting ea inme
to project site? p ill
be taken to lessen 'i
4PR M
.r
QF-
AaTAL t?tt+tAlk M
7 SHORELINE STABILIZATION
L Length of bulkhead or riprap 2 0!!0? r
am,a
b. Average distance waterward f mean ' h orate or
normal water level C2 - _S
X
3/91
c. Shoreline on during preceding 12 m the in
feet
l?Iy.:, a:., s? 6a ¢ trsJ?w a .ar /hvJ lit
JEX?t .n s?vwc?,,tf• i?ew. `? yfo,P%.
d. Type cif bilihead =at Ta d r, rm k
e. Amount of fill, in cubic y rds, to be placed below
mean high water AN
L Type of fill material NJIF
- r
6 ADDITIONAL INFORMATION
In addition to the completed application form, the follow-
ing 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 property. 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 work plat (including plan view and cross
sectional drawings) drawn to scale in black ink on an 8
1/2 x 1.1 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 18 high
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
site. Include county mad (SR) numbers, landmarks, and
the like.
A stormwater management plan, if applicable, that
may have been developed in consultation with the
Division of Environmental Management.
A list of the names and complete addresses of the
adjacent waterfront (riparian) landowners. These
individuals have 30 days in which to submit comments
on the proposed project to the Division of Coastal
Management and should be advised by the applicant of
that opportunity.
3

•
ILI
A A
r
,d
Name /?1r• a„ d I?I.s. L?l/,?., (TO%l
Address
So ??e r? -f---'? h
Zly?L
Name
Addre
Name
Address V
2
?lor) S'l6.. / gt9
A list of previous state or federal permits issued for
work on the project tract. Include permit numbers,
perm?iinee, and ' suin dates. ?f L
IQ?Q? ? ? I'»nQ•'f•'C6?/bhs
ly?6 ?, 186
A check for $250 made payable to the Department of
Environment, Health, and Natural Resources to cover
the costs of processing the application.
A signed AEC hazard notice for projects in oceanfront
and inlet areas.
A statement on the use of public funds. If the project
involves the expenditure of public funds, attach a state-
ment documenting compliance with the North Carolina
Environmental Policy Act (N.C.G.S.113A-1 to 10).
1993
L)"Ni- IN. OF
kit.,NAGEMER-1
s
9 CERTIFICATION AND PERMISSION
TO ENTER ON LAND
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
adlivity complies with the State of North Carolina's ap-
proved Coastal Management Program and will be con-
ducted in a manner consistent with such program.
I further 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
project.
This is the _"day of .19 .
X
Landowner or Auth zed ag t
r`
4
3/91.
t. ;

I. REPAIR AND REPLACEMENT
A. Replacing old wooden materials when necessary
with new materials, hoping to get several more
years out of existing structures.
B. Replacing old cables with new cable tie-backs.
C. Repair breakwaters removed by teredo wprms and
the March 13, 1993 storm with'large concrete
slabs and/or treated pilen.
D.. After wooden seawall fails, start building a slop-
ing rock seawall made out of rip-.rap (concrete)
material at the east end of the site.
iI. MAINTENANCE OF EXISTING RIP-RAP MATERIAL
A. Maintain rip-rap in front of wooden.seawall.
B. Maintain and repair existing rocked-shoreline.
a. 450 feet on east end
b. 50 feet on west end
III. NEW WORK
A. Extend rocked shoreline protection 50 feet
on the west end of project.
B. Build a boat ramp on the east end of project,
adjacent to wooden seawall, extending from
Breaker Watch Road.
APR
DIVIS' CjN OF
DICTA, &WiAGEN?EN A
i
III. cont.
C. Rock upper north side of boat slip to eliminate
storm washout.
D. Extend rip-rap protection 12 feet southward of
bulkhead, boat slip and boat ramp to eliminate
unusual erosion conditions set 4' by strong
whipping currents.
E. Extending rock 25 feet along the north bank (on
the last 118 running feet of rocked shoreline)
at the east end producing the desired slope
and current flow.
f,-
ARR Zy 1993
DIVISION OF
COASTAL MANAGEMQ

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State of North Carolina
Department of Environment, Health, and Natural Resources
Division of Coastal Management
Wilmington Regional Office
James B. Hunt, Jr., Governor Roger N. Schecter
Jonathan B. Howes, Secretary _ Director
May 26, 1993 ~
•
Wayne Holden '
6250 Teal Street 144,04,6Wilmington, North Carolina 28403
Dear Mr. Holden:
The Division of Coastal Management hereby acknowledges receipt of your application for State approval for
development of your property located at the end of State Road 1119, near Holden Beach, in Brunswick County.
It was received on April 29, 1993 , and appears to be adequate for processing at this time. The projected deadline
for making a decision is July 13, 1993. An additional 75-day review period is provided by law when such time is
necessary to complete the review. If you have not been notified of a final action by the initial deadline stated above,
you should consider the review period extended. Under those circumstances, this letter will serve as your notice
of an extended review. However, an additional letter will be provided on or about the 75th day.
NCGS 113A-119(b) requires that Notice of an application be posted at the location of the proposed
development. Enclosed you will find a "Notice of Permit Filing" postcard which must be posted at the property of
your proposed development. You should post this notice at a conspicuous point along your property where it can
be observed from a public road. Some examples would be: Nailing the notice card to a telephone pole or tree along
the road right-of-way fronting your property; or at a point along the road right-of-way where a private road would
lead one into your property. Failure to post this notice could result in an incomplete application.
A field report has been prepared and is in the process of being circulated to the various state and federal
review agencies for their comments. If additional information is required based on this review, the agencies may
contact you directly.
Sincerely,
t l?
E. F. Brooks
Field Representative
Enclosure
cc: John Parker, DCM Charlotte Buckley, LPO
Bob Stroud, DCM Cliff Winefordener, COE
127 Cardinal Drive Extension, Wilmington, N.C. 28405-3845 • Telephone [phone] • Fax [phone]
An Equal opportunity Affirmative Action Employer