19860038 Ver 1_COMPLETE FILE_19860101

Permit Class
New STATE OF NORTH CAROLINA
Department of Natural t ,.Community Development
Mai
a
dn?
12,
to NCGS 113-229
Issued to Brandywine Bay, Inc., Route _2, Morehead City, NC 28557
Permit Number
3-87
authorizing development in Carteret County at Bogue Sound (canal and basin off of)
Off Hwy. 24 as requested in the permittee's application dated 10/13/86 including
attached revised plats,-6, dated received 10/14/86.
This permit, issued on 1T?? - is subject to compliance with the application (where consistent
with the permit), all applicable regulations, special conditions and notes set forth below. Any violation of these terms may subject
permittee to a fine, imprisonment or civil action; or may cause the permit to be null and void.
(1) All excavation and construction must be undertaken in accordance with the
permitted work plat drawings dated received 10-14-86.
(2) The bulkhead alignments will be positioned landward of the salt marsh cord-
grass and the mean high water, shoreline. The alignments will be staked
off by representatives of the Corps of Engineers and/or DCM.
(3) Excavation will not exceed 7 feet below the elevation of mean low water
-'(4) No excavation or fill - wit-1 take place in any marsh or waterway outside
of the alignment as indicated on the permitted plats.
(5) All excavated materials will be confined above the mean high water line
and retained behind adequate dikes to prevent spillover into the surrounding
waters.
(See attached sheet for Additional Conditions)
This permit action may be appealed by the permittee
or other qualified persons within twenty (20) days of the
issuing date. An appeal requires resolution prior to work
initiation or continuance, as the case may be.
This permit must be accessible on-site to Department
personnel when the project is inspected for compliance.
Any maintenance work or project modification
not covered hereunder requires further Departmental
approval.
All work must cease when the permit expires on
December 31. 1990
In issuing this permit, the State of North Carolina
agrees that your project is consistent with the North
Carolina Coastal Management Program.
Signed by the authority of the Secretary of DNRCD and
the Chairman of the Coastal Resources Commission.
G( W
David W. Owens, Director
Division of Coastal Management
This permit and its conditions are hereby accepted.
Signature of Permittee
Brae Bay
ADDITIONAL CONDITIONS
Permit #3-87
Page 2 of 2
(6) The disposal area effluent will be confined by pipe, trough or'similar device
to a point at or below the mean low water level to prevent gully erosion and
siltation.
(7) The terminal end of the pipeline will be positioned at or greater than fifty
feet from any part of the dike and a,maximum distance from the spillway to
allow settlement of suspended solids.
(8) A water control structure will be installed at the intake end of the effluent
pipe leading from the retention area in order to ensure maximum settlement
of suspended solids.
(9) The diked disposal area will be constructed a sufficient distance from the
mean high water shore line to eliminate the possibility of dike erosion into
the surrounding waters.
(10) The activity will be conducted in such a manner as to prevent significant
increases in turbidity outside the area of construction or construction-
related discharge.
(11) The marina shall prominently post and enforce a no sewage discharge policy.
(12) No person shall be allowed to live aboard vessels in the marina.
(13) All floating structures, other than boats, wised for habitation or commerce
(as defined in 15 NCAC 7M. 0602) shall be in conformance with local
regulations for on-shore sewage treatment.
(14) A pumpout facility to service boats in the marina will be installed
and operable prior to reoccupancy of the marina.
NOTE: Any change in the overall development plans will require a :re-evaluation
by DCM and/or a modification of the-permit.
NOTE: It is recommended that the effluent pipe from the diked disposal area be
directed back into the entrance channel that is undergoing dredging. This
will help to ensure that the rate of dredging does not exceed the disposal
area's capacity.
NOTE: This project has the potential to create moderate,.mosquito problems. For
information regarding appropriate mosquito control?measures, the permittee
should contact the Vector Control Branch [phone].
it-
DEPARTMENT OF THE ARMY
WILMINGTON DISTRICT, CORPS OF ENGINEERS
P.O. BOX 1890
WILMINGTON, NORTH CAROLINA 28402.1890
January 21, 1987
IN REPLY REFER TO
Regulatory Branch
SUBJECT: File No. SAWC087-N-016-0060
Mr. Leonard Bloxam,
Secretary-Treasurer
Brandywine Bay, Incorporated
Route 2
Morehead City, North Carolina 28557
Dear Mr. Bloxam:
2
opt
Reference your application for a Department of the Army permit
to maintain an access channel and basin, construct bulkheads and
repair breakwater structures on the Atlantic Intracoastal Waterway
(AIWW), Bogue Sound, near Morehead City, Carteret County, North
Carolina.
Your proposal has been reviewed and found to be consistent
with the provisions and objectives of general permit No. SAWC080-
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 a violation of
Federal law.
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. David Baker,
telephone [phone].
Sincerely,
Charles W. Hollis
Chief, Regulatory Branch
Enclosure
F

-2-
Copies Furnished with enclosure:
Director, Atlantic Marine Center
National Ocean Service
ATTN: MOA 232X1
439 West York Street
Norfolk, Virginia 23510-1114
Mr. William Mills
Water Quality Section
Division of Environmental.
Management
?th Carolina Department of
Natural Resources and
Community Development
Post Office Box 27687
Raleigh, North Carolina 27611-7687
Mr. William L. Kruczynski, Chief
Wetlands Section
Region IV
Marine and Estuarine Branch
U.S. Environmental Protection Agency
345 Courtland Street
Atlanta, Georgia 30365
Mr. John Parker
Division of Coastal Management
North Carolina Department of
Natural Resources and
Community Development
Post Office Box 27687
Raleigh, North Carolina 27611-7687
Ms. L. K. (Mike) Gantt
U.S. Fish and Wildlife Service
Post Office Box 25039
Raleigh, North Carolina 27611-5039
Mr. Randy Cheek
National Marine Fisheries
Service, NOAA
Pivers Island
Beaufort, North Carolina 28516
Mr. Charles Jones
Morehead City Regional Office
North Carolina Division of
Coastal Management
Post Office Box 769
Morehead City, North Carolina 28557
Mr. James Mercer
Morehead City Regional Office
North Carolina Division of
Coastal Management
Post Office Box 769
Morehead City, North Carolina 28557

J

J 2
1'
Y
lal ? 9.?

---- ? ? • it ? ' ?F I'i { ? - 1

I ?•

i , 41

w
rr

i J
4
?,??t37

(D E) 0 (5

-AJ

a'i•;
a?`a>
P•1 r
17?J?
.. . L
. p7r'71
e I
i
i t
i
i
ti .
i
i
i
i
r
a,
g3
i
r
aa Y _ _0
? d

f
4.1

. ?3
=

? zJ
l J ?1
/, <3d
pY
y??p
t
a?,
37 3;

I r
i
' •I
w '
f
?•.,Ji ?,

. ,
R
7
?t
• i?
a

? v7•r -
1

,:. e

?-

\ ? - 2 1
?. f ? Ml?: A fR r=y

. o.
.,l
k
g
J
J
O
? w
a

1
Z
L
lob
i
r

sob-or 4- OF !v.
r
0..
1?i
1 I`
-rrw
------- - ---

??•? ?_.l.t € 1
• fii +
i?
` t
I -E,
C?JA i 3
Ji - t
el, eo-or
I4r :.
1:
1;

3
e
z?

V
_ ?I _h s
,
\

?1 •.35
?T

9
7
? a
> P
lI? ? SI'I!
t r
J `
? its
?r
?i

DIVISION OF ENVIRONMENTAL MANAGEMENT
WATER QUALITY SECTION
is concc!ernYng an _application for State Federal CAMA Permit(s)
f r o m f 1. c tic
. ..f?-
A. PERMIT:
This office cannot comment on this project until after the close of the Section
401 Certification Public Comments Period.
is office has no objection to the issuance of the permit(s) for the proposed
llllv???? projec with the following conditions:
That the activity be conducted in such a manner as to prevent significant
increases in turbidity outside the area of construction or construction-
related discharge (increases of 25 NTU's or less are not considered
significant).
That the instream turbidity not be increased by more than 50 NTU's as a
result of the proposed activity after a reasonable opportunity for dilu-
tion and mixture.
That turbidity levels in shall not be increased
by more than 10 NTU's as a result of the proposed activity after a reason-
able opportunity for dilution and mixture.
B. CERTIFICATION STATUS:
Certification is not required
for this project.
Certification is required for
this project. Such action to
process the certification has
been initiated. Proposed
Certification will be acted on
?or after .
1/ The proposed project is certified
under General Certification
A)

No. 1179 issued on January 25,
1977, for sewer line construction
No. 1272 issued on November 10,
1978, for bulkhead construction.
No. 1273 issued on November 10,
1978, for discharges of liquid
effluent from diked upland disposal
areas.
D) No. 1431 issued on October 16,
1980, for boat ramp construction.
E) No. 1664 issued on September 8,
1983, for Rip-Rap Placement.
F) No. 1665 issued on September 19,
1983, for incidental bridge
construction.
WATER QUALITY SECTION
DIVISION OF ENVIRONMENTAL MANAGEMENT

MEMORANDUM
DATE:
DIVISION OF ENVIRONMENTAL MANAGEMENT
December 29, 1986

TO: Bill Mills
Operations Branch
FROM: Dave Goodrich -; r r> e b'
Wilmington Regional Office
THROUGH: A. Preston Howard, Jr. P
Wilmington Regional Office,. ?tt
SUBJECT: Regional Office Review & Recommendations
Application for Permit for Excavation and/or Fill
Brandywine Bay, Inc.
Carteret County
The applicant proposes to revamp an existing marina by dredging the
entrance channel and highground basin, repairing an existing
breakwater and installing three new bulkheads. This work will be
done adjacent to Bogue Sound, classified SA.
The proposed project has been reviewed to determine impacts on water
quality. The following comments are provided:
1. The project will require 401 Certification.
2. It is recommended that the conditions listed below be included
in this Certification.
a. That earthen banks behind the bulkhead be stabilized with
vegetative cover as soon as possible after construction to
minimize erosion.
b. That construction of the bulkhead does not restrict tidal
flow or drainage of adjacent areas.
C. That the fill placed behind the bulkheads be clean and free
of toxic material.
d. That every reasonable effort be made to perform all work in
a manner that will prevent excessive increases in turbidity
and settleable solids concentrations in the water body.
e. That a water control structure be installed at the intake
end of the effluent pipe leading from the retention area in
order to insure maximum settlement of solids and control of
discharge volumes.
r
Page Two
Memo to Bill Mills
December 29, 1986
f. That the flow from the diked retention area be contained by
pipe, metal or wooden trough, or similar device to a point
waterward of any emergent vegetation along the shoreline.
g. That sufficient freeboard be maintained within the diked
disposal area during the dredging operation to assure the
integrity of the dike structure and the containment of the
dredged material.
h. That the concentration of settleable solids in the effluent
being discharged from the diked disposal area be no greater
than 0.1 ml/1.
i. That disposal area dikes be stabilized with vegetative
cover as soon as possible after construction to minimize
erosion.
j. That the owner adopt and enforce a locked head policy.
DG:kc
cc: DCM - Jim Mercer
WiRO, CF
+ y
d SrATF ?
State of North Carolina
Department of Natural Resources and Community Development
Division of Coastal Management
512 North Salisbury Street • Raleigh, North Carolina 27611
James G. Martin, Governor David W Owens
S. Thomas Rhodes, Secretary Director
Oct.:ober. 31, 1986
Mr. R. Paul Wilms, Director
Division of Environmental Management
Raleigh, North. Carolina 27611
Dear Mr. Wilms:
The attached copy of an application submitted by:
Brandywine Bay, Inc.
Applicant's Name
Morehead City Rogue Sound Carteret
Location of Project County
X for a State permit to perform excavation and/or fill
work in coastal North Carolina and for a CAMA major
development permit...
for a CAMA major development permit (only)
... is being circulated to State and Federal agencies having jurisdiction
over the subject matter which might be affected by the project.
I?OVIP14 gel?Hicate on the reverse side of-this form your viewpoint on
the proposed work and return it to me not later than
Sincerely,
h R. Parker, Jr., Chief
Major Permits Processing Section
JRP:ap:2480
P.O. Box 27687, Raleigh, North Carolina 27611-7687 Telephone [phone]
An Equal Opportunity Affirmative Action Employer
t

(A) This agency has no objection to the project as proposed.
(B) This agency has no comment on the project as proposed.
(C) This agency approves of the project (or project concept) and/or recommends
these minor refinements for project management.
(D) This agency objects to the project and recommends permit denial based on a
finding of:
(1) adverse impacts under G.S. 113-229(e) 1-5 (the dredge and fill law)as
enumerated below:
(e) (1) ... that there will be significant (e) (2) ... that there will be signifi-
adverse effect of the proposed dred- cant adverse effect on the value
ging and filling on the use and enjoyment of the property of
of the water by the public; any riparian owners;
(e)(3) ... that there will be significant (e)(4) ... that there will be signifi-
adverse effect on public health, cant adverse effect on the con-
safety, and welfare; servation of public and private
water supplies;
(e)(5) that there will be significant
adverse effect on wildlife or
fresh water, estuarine or marine
fisheries;
(1) Inconsistency with Rules of t he Coastal Resources Commission
as enumerated in 15 NCAC 7H (or other). Please site
rule.
(3) Inconsistency with the local Land Use Plan (Please elaborate).
(4) Inconsistency with Rules, Guidelines or Standards of
this agency or a finding that the project is in conflict
with other authority or interest as stipulated below.
(E) Attachment. Include memorandum or other documentation that support
findings relating to D1-4 or provide general comments.
Signature
ate
1JVlly. /V JV L4YY
1. Appii,,?ant's name BRAADYiVINE BAY, INC. 2,', Location of project site Hwy. 24 west of Morehead City - a highground marina
basin off Bogue Sound
3. investigation type: Dredge & Fill X CMIA __X
4. Investigative procedure: (A) Dates of site visit 10-14-86
(B) Was applicant presentees _ ,-
5. Processing procedure: Application received 10-14-86 Officc:_ , Morehead City
6. Site description: (A) Local L:,nd Use Plan Carteret County _____ _
Lund classification from LUP _ Transition/Conservation
Development constraints ident_i i.iac in LUP - none
Photo ref. 1984, Strip #33, Frame 1195 -
(B) AXC(s) involved: Ocean h :zard Estuarine shoreline
Coastal wetlands X Public tru-t !:_itcrs_ -
Estuar° '. ". waters X Other SA closed `-
(C) ?dater dependent: Yes X No Other-
(D) Intended use: Public Privntei X Coin-nercisZ w- - - __+
(E) Type of waste water trcat:mcnt: Existing Control pkg. plant for residential area
Plaaned no expansion
(x) Type of structt,.,res. Existing marina basin, boat ramp and slips -„__ --_
Planned new bulkhead and repair to breakwater
(C) Fst:imated annual rate of erosio-n 21 Source-personal observation
7. Vabit_eL description: AREA
(A) vegetated .wetlands: Dredged Filled
saltmarsh cordgrass,
(B) Non-vegetated wetlands:
bottcmland arrP
(C) Cthcr:
Grade & contour
high ground
2a;b?5-sq. ft-
(D) Total area disturbed: WDx,_2.5_dcreS _---
r
8. Pro6ect summary The applicant.-ropQ-?;e.9-to-ma.intenance_.excavate_the. misting access
chnrtel (?52.09_.9?._?nd _highgr?und__bsn_(2.A??llhr?e?ot.xxakh? _t4 installed -
7-4rLd-

9. Narrative description
Brandywine Bay is an extensive residential community located on
Bogue Sound just 3 miles west of Morehead City off Hwy. 24 in
Carteret County. The overall development was started in the mid-
1970s and includes a large section of single family residences, an
18 hole golf course, townhouse style condominium units and a high-
ground boat basin. The "marina" provides no sales or services and
only caters to the residents within Brandywine. There are only 32
existing boat slips within the marina basin and there are no plans
for expansion.
Initially, excavation of the access channel and highground boat basin
was authorized by State Permit No. 743 in the n/o Cameron Brown In-
vestments.group, in June of 1976. After the fifth permit renewal
the original permit expired in October of 1981.
Today, the owners of Brandywine propose to maintenance excavate and
completely refurbish the physical structures of the existing marina
basin. The project plans show maintenance dredging of the access
channel measuring 100' long by 60' wide. The access channel ex-
tends southward towards the AIWW and dredging will restore the -7'
water depths on mean low tide. Elsewhere, shallow spots within
the access channel alignment will be hydraulically dredged. The
spoils will be pumped to a small diked disposal area located on a
finger of land just east of the channel. The shoreline around the
spoil disposal area is well protected with granite rock riprap.
The spoil area contains only about 13,000 sq.ft. and maintenance
dredging will have to be accomplished on an incremental basis. In
this metYiod the deep water spoil will have to be trucked off site
in order to make room for additional hydraulic.spoil. This method
will also be used in the hydraulic maintenance dredging within the
highground marina basin that measures 115' wide by 240' long. In
this area the original'-6' of water depth will be. restored.
An onsite inspection of the access channel reveals that no submerged
aquatic vegetation or shellfish resources occur within the project
alignment. A limited amount of dragline excavation will also have
to be accomplished along the access channel and within the marina
basin. These areas are well identified on the project drawings, and
are easily reached from land by a dragline apparatus. Along the
western side of the marina basin the original bank has slumped over
time, filling in portions of the basin. A triangular shaped fringe
of marsh grass has developed. Approximately 1500 sq.ft. of salt
marsh cordgrass mixed with cattail will be displaced by the proposed
excavation. Spoil material taken from this area will be temporarily
stock-piled on the high ground next to the basin before the material
is reused as fill elsewhere on the project. As listed on Sheet 3
of 6, approximately 3,000 cu.yds. of material will be removed
from the marina basin, and 5,000 cu.yds will be removed from the
access channel.
Additional work within the basin involves construction
wooden bulkhead along the western side. The bulkhead
about 360' long. Along the east side of the basin the
poses to repair and replace as necessary the pier and
ties which include the mooring piles and finger piers
existing boat slips.
of a new
should measure
applicant pro-
docking facili-
for those 32
Outside of the marina basin on the west side of the main shore line,
a 312' long new bulkhead will be installed on the landward side of
a large patch of saltmarsh cordgrass. wave action has significantly
eroded the highground bank which separates the basin from the open
waters of Bogue Sound. On the-east side of the marina entrance, the
shoreline has also eroded. A 235' long bulkhead is proposed for this
area.' The bulkhead will connect to the existing structure at the
mouth of the marina basin and will intersect on-the east side with
the existing rock riprap near the disposal site.
Protecting the west side of the access channel extending into Bogue
Sound, is a wooden breakwater that measures about 845' long. It is
supported by a series of four wing-walls. The applicant proposes to
repair and replace sections of the breakwater as necessary. The
applicant has no plans for developing the highground property around
the existing marina.
10. Anticipated impacts
Most of the proposed elements which are included' in the application
are justifiable maintenance needs. In combination with new bulkhead
construction and excavation of some 1500 sq.ft. of saltmarsh vegeta-
tion the projectproposal warrants a new major permit review.
i
The proposed maintenance dredging of the basin and access channel
should create no significant impacts on the existing water quality
since tidal flushing is very complete within the structured system.
The notation is made that the surface waters of Bogue Sound are classi-
fied as SA and are permanently closed to shellfishing. It is also un-
derstood that the applicant has no plans for increasing the number
of boat slips or developing the highground property adjacent to the
marina basin.
The proposed hydraulic dredging of the access channel and basin will
have to be accomplished in an incremental fashion. This will require
close coordination and supervision by the field consultant and repre-
sentatives of Brandywine.
r
r
Submitted by
i
{
ti
James L. Mercer Date Oct. 31, 1986
FOR
WATER QUALITY CEKTIFICATION
PERht11 I U L XCAVAI L .AND/OK FILL
' LAMA PERMIT FOK MAJOR DEVELOPMENT
EASEMENT IN LANDS COVERLD BY WATER D. PartmeAt of t" Army
St.te or North carolins Corps of Entlneert, wllmintton Ot t -
tment of Adminl?tratlun ty Dev pmen (33 CF Ft 209.320.329)
•0.121 Oepartmcnt of N.iur?l ttito; , 143 215.3(c) 11unity -119
(GS 113.229, 143.215.3( )1 ).
blanks. If information is nut applicable, so indicate by placing N/A in blank.
Plcasc type or print and fill in all ` t 0?.
Applicant Information '
A. Name
B. Addre» Brandywine Ba
n vw First
Last
Inc. Rt. 2
• Strcct, l'. O. Box or Route
N C_
Midote
i
28557 726-1590
PFnne
Morehead t,1Ly L.tpwu?
City or Town State
1. Location of Proposed Project: 11trN C 24, Carteret Co., id. C-
Carteret Development, y
A. County Brandywine Bay
8. I. City, town, community or landmark X-
2. Is proposed work within city limits? yes -No
C. Creek, river, sound or bay upon which project is located or nearest named body of water to project
New bulkhead on eroding surfaces
of existin marina new walkway.
',Il. Description of Project Y es 2. New work
A. 1. Maintenance"of existing proicct
g purpose of excavation or fill 60 t depth 7' MLW
1. Accesschannel Restoration to tength1_000 '-- width t 6 ' MLW
2 40 ' width 1-depth
2. Boatbasin ' Restoration to length 6' depth All above MHW
Back of bulkheaalength 745 width---
3. fill area width.___----dcpch
4. Other length - 0
t
C .
. 1. Bull cad lekngth 745 , ?`vcra8c distance watcrward of MHW (shorclincp 3QO_ f e e t
2. Type ofebu[kicad ctin$tr ucil6n fnatcit?ir
D. Excavated material (total for project) ,? Type of material Sand and clay
1. Cubic yards 8 000 -
E. Fill material to be placed below MHW (sec also,Vt. A) of material N A
1. Cubic Yards F-
X
IV. Land Type. Disposal Area, and Construction Equipment: .
Dues the area to be excavated include any marshland, swamps or other wetland? Yes Xo
B. Doc) tttc disposal arca include any marshland, swamps O r o ther wetland? Ycs heNI1a Club House.
the
tr. OispasalArea On Ri Ra rotected. eninsula below
1. Location
2. Oo you claim title to disposal area! Y e No .
p Fitt mitcrial source it fill is to be trucked in Dike and controlled release
.
E. Iiuw Will CAcavatt:d matcria) be entrapped and erosion contrulled7
of water.
F ly H draulic dred e• bc at cy P
ui mtnttobcu?cJ
L, W.tlt manhlanJ br cru%scJ in transporting cyui{pmcnt to proicct site. If yes, explain No
i
1
t et
., tu!ty
A. 1. Private
' a. Commercial -
3. Housing Development or Industrial Marina
4. Othts -
8. 1. Lotslzc(s) 20 lots, ±19,000 'square-feet
2. Elevation of lot(s) above mean high water
3. Solt type and texture sandy clay
4. Type of building facilities or structures
5. Sewage disposal 4nd/or waste water treatment A. Existing X Plannod
B. Describe central
???JJJ 6. Land Classification (circle e DEVELOPED RANSITIONA COMMUNITY' SRUIRIAL:ONSERVATIO COTHER N Use Plan Synopsis)
VI. Pertalning to Fin and water
A. Does the proposed project involve the placement of fill materials below mean high water? Yes-No X
S. 1. Will any runoff or discharge enter adjacent waters as a result of project activity or planned use of the
area following project completion? Ycs No X
s. I ypc o1 utscnacgc
3. Location of discharge
Approximately 6"/year on west and south marina walls
VII. P.rescnt rate of shoreline erosion (if known):
Vlll. List permit numbers and issue dates of previous Department of Army Corps of En inoers qr Stato pormip fRf
work Inprojoct area, If appllcablc: N.C. Conservation & Development 11743(Oct 31 1973) Corns of n s
12 months SAW CO 76-16-23-195
IX. Length of time required to complete project:
In addition to the completed application form, the following items must be providod:
A. Attach • a eoQy of the deed (with State application only) or other instrument under which applicant
claims title to the affected property. OR if applicant is not Claiming to be the owner of said pr4ptY,
then forward a copy of the ¢ced or other instrument under which tho owner Claims 4ido piwi written
permission from thy owner to carry out the project on his land.
B. Attach an accurate work plat drawn to scalo on 8'h X 1 I" white paper (see Instruction pookigt for .
details). Note: Original dra)vings preferred - only high quality copies accepted.
C. A copy of the application and plat must be served upon adjacent riparian landowners by Ceglstcred or
certified mail or by puplication (G.S. 113.229 (d))Enter date served
D. List names and gomplete addresses of the riparian landowners with property adjoinipi applicagJ'J.
Such owners hay; W days in which to submit comments to ageneios listed below.
Isaac V Manly 2800 Blue Ridge Blvd Raleigh NC 27607
U Oak Bluff Homeowners Association-, Inc 200 Drum Inlet Rt.2 Morehead City_ NC 2855
X1. Certification requirement: I certify that to the best of my knowledge. the proposed activity eompli;s
with the State of North Carolinafs approved coastal management program and will be eonduct.ad in a
manner consistent with such program.
XI1. Any permit issued pursuant to this application will allow only the development described In this appli•
cation and plat. Applicants should therefore describe in the application and plat all anticipated devel-
opment activities, including construction, excavation, filling, and land clearing.
DATE October 13, 1986 ?y I
Applicant' Signature
DaF 82 SEE REVERSE SLUE FOR MAILING INSTRUCTIONS
Rev. 10/Tl
Leonard Bloxam
ec, reas.
Brandywine Bay, Ir

i.
-ILY
r'
'i
f
l
I
i
r
1
loe WA
t
i

6wl+ ala,? ?_ \\`` row VLYti •' eRAJrvy ?,y %i
nwL
- I J ? \.?` ` ?Rw?VMWt ?AV A1p? ' MI I .
l
1 I I. \
•
y?..lAiN'?a11i?j
LKMI?LO?O N.t.. D.T{ V'JO / ??'
nT1JD !ar ••LN W? V0.?AyL DIN?aK.

? I X}
GIJRVW PXrA
A au. ? ? f I 8ib1 Y
% ?,.ip't NIf?IC,, ?Q"J J
?' n.tv nai• .? 0[•I,[wuVw ,K'.' Mr?3n?S!.1[r+?..Ri{°J
r.W YWWY? i.N S '7 .. .7-PSK
O .w ?. ••rw.rv UN:.: 1
O ww•r : it . . -... .

POO
rA.y;rp,?• ,I.. f
1 n ,
lad.
\? ? 1 1' ; ?fw? .? KL WW.A,PDDA
? ? I I r.,?..?AM
t? 11
?Iw?o Rrl
TO btl1LLLW b!
-01
i `4P ?YVW,L6 AR1
?r
'rb
Wft- '? ?. "mow
C?7
R 1t - ?v
• A
DIxA 4[,aY ,, `; r `
s? ".a.u ?tlrr
Dpur I L,tly /tM.ruJCa r0?^I 4.y ?
' _ CROtl. ficr••M L.t r r i.l?
MtRJ.L1 J Ua W??N?,(, ..w
. ?ta.nt> eRao..ry4
?Or\Ar
' JlMfq[aNgy MM
Z.- lk
=
1 vwtnHly ?y y,,w. ?,'
tSW W,rM,
•
MAN
}?{6+Li.?? F' ?'y/+?wi+?•u4?i••.yY? .
,l ... ?ducvr .xr• .. r`.... -.-..-..._..._....,....__.» ..... tt ? t 9 77 777
~ Mx! `t tt- -? Ai
I
t
. ? i
Y.
M '
x
?r ? f?
t P+2eff'?pv1i1?E D4y
^r?nsrv •-uun,
•uoo+o vn.•ury
r
••ti? rt. Z.I. , t •-.Tr
?4\1.- •. n .11N 11tldY V1YNi J111f0 tY 4 ..n ..-
? rn?imy ; ? •,?
nromw bg d
,tQ1no9 n ?usrra '
00
00
-Tl
? w.w +ti.rn
;? j?, ? 11S 1 I • ? v ?,? •+ ? Ali ?' , ?'t
- I
ri
ID' g 0© 0 0 6 Q 0 i ?'rjD r
C- N i s
-- - ---------- -
cam.. w
TM d=Plr" .:.f ..r 4y *"WAS
S..sr..,gkr r}. + Sir i•''4r t * ?•
i. t .. ., •. i Ra ,n-Y
aw??.Wxwyr?ra, 1Hah•;,a,t.y,• (•? ?,?rAlQ'y',?' ?'M? ?''?7'r4.. -'r.+? ?'.ra.-,.la; ?'"...C'? S r ,,,??,? r '7
rr.wwr? •.
,Z•?.°... i3M?+'•.N ":.?'A.f `?.: .:,'.•M Wr.rn.,.r,. .+t..d.,.MMyt1+w •++•d•MryM.,r.r+ t.•:@h?^a?L y" 1
bl-
L?1
! 11.. ?,?. ?? .°+.?.w+i7 ""uAxw+ .kJ •uxwac* :..:. ' : a
r 1 I r l
olop
dW "r . rv. •. /• .LL • j
i111p the "KMHtah' ;d s
GltrSy TO O•
&ftb A.
•1 r
116
Ib tVDrtbDtT Al1t. 1?oAY 4LJw-, Y? DC
. r
wave*
f(D
? I+ 1 1 •I I r ? ?
,J? 1 ' , Y w •
t ° P; .X ;
' 1 a s y 7 '
• „.
.J
. •(? ' V ? .Aa. 1 : w Ri0P015ED rW4T??Uf.E
?? wvRp1EkE?t 5
.. ? n -:70
BIV?1DYUi
44
> '- ,s::': .. ...,; ? wY? 'ha+? +n ,rsrsRJlAr ?.qwr , ':. w°* r? +?? ?r. ^h.. a ,,?
'
Y I.-
I
i
V
7
,A
V
t
f

IIIMTj

r
A,*'M?L
`•
' AYt?A4? IMAMMAL W19TN'SAW
WNA? N
HA
.
tmav '?mi! 11 ,ICON'NN-1
i'P O?/A
WW, 9%4
It' MM ?? M!y?A?
lNlne?W{: lXlr IA?AA7 E
I?
V
a
PROPOSrP ItWA7
riee1 nlcnW.
Riieus'Mw4
?
??.. wits Tw.
sw?
4 i
.Y
M?'• l
In
711-1
1
•:? ? ? ?}I(?fY flu+?V
iil?• T/ 4 tILL?I
tWWA. M*EM .
!1 MI? ,Mp4
Dt?.y6!
Yi 9'4N+i
V'•t'?1" /,i
l
' it!
469
1
I
CiY
dog, vft*&m&jAsRx
IML.
ra?W,i
?y
?,. M^* N• •?? trtru 5th ,
PERMIT AND-WATER QUALITY CERTIFICATION
'The Department of Natural Resources and. Community Development hereby
gives public notice as. required by NCGS 113A-119,(b) and 143-215 3.(a) (1)
(C that Brandywine Bay; Inc. of Rt. 2. Morehead City
Carteret County filed an application onOct. 14. 1986
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
wetlands,will not violate applicable water quality standards..'
According to said application Brandywine Bay proposes'to maintenance
excavate the existing access channel and highground basin,.construct
.three new bulkheads and repair the existing breakwater at their property
located on Bo•gue Sound, Carteret County.

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 of, the pivision .$f. F
?asa1M? City
ment James L. Mercer, Div. ok Marine Fisheries ui in ,
and/or the Division of Environmental Management Dave Cotton,.Regional Field
office, DNRC, 7225 WRightsville Ave., Wilmington,N C 28402
• The Division of Environmental Management proposes to take final action
on this water quality certification on or before December-8, 1986
The issuance of the CAMA Major Development permit and the Section 401
Certification may deviate from this projected date depending upon the na-
ture of the comments submitted and. subsequent hearings that may result.
All persons desiring to make comments should do so in writing to Mr.
David Owens, Director, Division of Coastal Management, PO-,Box 27687,
.Raleigh, N. Co 27611 prior to Nov. 27,•1986 fog consideration
in the CAMA permit decision, and to Mr. Bill Mills, Division of Envron
mental Management, PO Box 27687, Raleigh, N. C. 27611 prior to
._Nov. 27, 1986 for consideration in the water quality certifi-
cation 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.. I4otice of the permit decision in this matter will be provided
upon written request.
Publfish on Nov. 12, 1986
ti
,I •

SWE
State of North Carolina
Department of Natural Resources and Community Development
Division of Coastal Management
512 North Salisbury Street • Raleigh, North Carolina 27611
James G. Martin, Governor David W. Owens
S. Thomas Rhodes, Secretary. Director
Brandywine Bay, Inc.
November 10, 1986
Carteret-News Times
Morehead City, NC 28557
Gentlemen:
Please publish the attached in your November
12, 1986, issue of the News Times. Send us bill in dupli-
cate and Affidavit of Publication as soon as pssible.
Cordially yours,
James L. Mercer
JLM/rt Field Consultant
encl.

1
r
I
I
i
Field Services Section
PO Box - 7 6 9
Morehead City, NC 28557
919 726-7021
R E C E V E D
NOV 13 1986
i?J?ltikl f???f?I.ITY ?ECl'(QC(.
P.O. Box 27687, Raleigh, North Carolina 27611-7687 Telephone [phone]
An Equal Opportunity Affirmative Action Employer

iN REPLY REFER TO
Regulatory Branch
DEPARTMENT OF THE ARMY
WILMINGTON DISTRICT, CORPS OF ENGINEERS
P.O. BOX 1890
WILMINGTON, NORTH CAROLINA 28402-1890
December 5, 1986
SUBJECT: File No. SAWC087-N-016-0060
Mr. John Parker
Division of Coastal Management
North Carolina Department of
Natural Resources and
Community Development
Post Office Box 27687
Raleigh, North Carolina 27611-7687
Dear Mr. Parker:
RECEIVE
DEL6 0 8 1986
WAit i-% gjALITY SECTION
OPERATIONS BP f Ttl
Reference the application of Brandywine Bay, Incorporated,
represented by Mr. Leonard Bloxam, for a Department of the Army
permit to maintain an access channel and basin, construct
bulkheads and repair breakwater structures on the Atlantic
Intracoastal Waterway (AIWW), Bogue Sound, near Morehead City,
Carteret 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. The bulkheads will be constructed in strict accordance
with permit plans.
b. All backfill materials will be obtained from an upland
source and confined landward of the permitted bulkheads.
c. The 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.
d. All excavated materials will be confined landward of the
mean high water (MHW) elevation contour within adequate dikes or
other retaining structures to prevent spillover of solids into any
vegetated wetlands or surrounding waters.
w' r -2-

e. The terminal end of the pipeline from the dredge into the
diked retention area will be positioned at or greater than 50 feet
from any part of the dike and at a maximum distance from spillways
to prevent dike erosion and to allow adequate settlement of
suspended solids.
f. A water control structure will be installed at the intake
end of the effluent pipe leading from the retention area in order
to ensure maximum settlement of suspended solids.
g. Flow from the diked retention area will be confined by
pipe, trough, or similar- device to a point at or below the mean
low water (MLW) elevation contour to prevent gully erosio?i and
resultant unnecessary siltation.
h. Excavation will not exceed 7 feet below the elevation of
mean low water (MLW).
i. 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. David Baker,
telephone [phone].
Sincerely,
Charles W. Hollis
Chief, Regulatory Branch
4-4 -3-
Copies Furnished:
Mr. William Mills
Water Quality Section
Division of Environmental
Management
North Carolina Department of
Natural Resources and
Community Development
Post Office Box 27687
Raleigh, North Carolina 27611-7687
Mr. Charles Jones
Morehead City Regional Office
North Carolina Division of
Coastal Management
Post Office Box 769
Morehead City, North Carolina 28557
Ms. L. K. (Mike) Gantt
U.S. Fish and Wildlife Service
Post Office Box 25039
Raleigh, North Carolina 27611-5039
Mr. Randy Cheek
National Marine Fisheries
Service, NOAA
Pivers Island
Beaufort, North Carolina 28516
Mr. William L. Kruczynski, Chief
Wetlands Section
Region IV
Marine and Estuarine Branch
U.S. Environmental Protection Agency
345 Courtland Street
Atlanta, Georgia 30365
Mr. James Mercer
Morehead City Regional Office
North Carolina Division
of Coastal Management
Post Office Box 769
Morehead City, North Carolina 28557
L'I1.l.,D ItrVI:E?'1'IGATION R1--11O1-, Long. 76 50 12W
- -- -
1. "A.pplicant's name -BDY11ZNE BAY, INC.
2. 7,nca. i oi: project site Hwy. 24 west of Morehead City - a highground marina
*asin off Boque Sound _..... qW,
3. investigation type: Dredge & fill X CAiiA X
4. Investigative procedure: (A) Dates of site visit 10-14-8.6
(B) Was applicant present-yes
5. Processing procedure: Application received 10-14-86 OffiCc- Morehead City
6. Site description: (A) Local Lo nfi Use Plan Carteret County.--_. Land classification from LJPTrans_i_tion_/Conse_rvation_ _
Development: constraints i.derti lied in LUI'?_-? _ none ~? __
Photo ref. 1984, Strip #33, Frame 1195
(B) AEC(s) involved: Ocean h:^zard Est:uari-oe shoreline _
Coastal wetlands X Public tru st '?_'iters -?-
Estuar° waters X Other SA closed
(C) !dater dependent: Yes_ No Other_
(D) Intended use: Public r Private X
(E) 'type of waste water t-rcat:mcnt: Existing Control pkg. plant for residential area
I'la ned no expansion
(x) Type of structvres. Existing marina basin, boat ramp and slips
Planned new bulkhead and repair to breakwater
(G) Estimated annual 'rate of erosioi1 29 _ Source personal observation
7. llabite:ti description: AREA
(A) Vegetated wetlands: Dredged t i.lled
salt marsh cordgrass
(B) Non-vegetated wetlands:
bottcxnland _ 20 arnrp
(C) Other:
Grade & contour
high ground ^._ --
(D) Total area di: turbcd:- 2.5 acres-- _
r existing access
R. Project sunmiary The applicant.DropQ5ec,--t.4-in,-iintenance..excauate_.the..___?_-
C"nne-1(4.49_.X41_s?ns? igkxgrQUr??l__bas ?23?_x__ 1 _.n ?t kin he Q _installed _
40, .

9. Nrative description
Brandywine Bay is an extensive residential community located on
Bogue Sound just 3 miles west of Morehead City off Hwy. 24 in
Carteret County. The overall development was. started in the mid
1970s and includes a large section of single family residences, an
18 hole golf course, townhouse style condominium units and a high
ground boat basin. The "marina" provides no sales or services and
only caters to the residents within Brandywine. There are only 32
existing boat slips within the marina basin and there are no plans
for expansion.
Initially, excavation of the access channel and highground boat basin
was authorized by State Permit No. 743 in the n/o Cameron Brown In-
vestments group, in June of 1976. After the'fifth permit renewal
the original permit expired in October of 1981.
Today, the owners of Brandywine propose to maintenance excavate and
completely refurbish the physical structures of the existing marina
basin. The project plans show maintenance dredging of the access
channel measuring 100' long by 60' wide. The access channel ex-
tends southward towards the AIWW and dredging will restore the -7'
water depths on mean low tide. Elsewhere, shallow spots within
the access channel alignment will be hydraulically dredged. The
spoils will be pumped-to a small diked-disposal area located on a
finger of land just east of the channel. The shoreline around the
spoil disposal area is well protected with granite rock riprap.
The spoil area contains only about 13,000 sq.ft. and maintenance
dredging will have to be accomplished on an incremental.basis. In
this method the deep water spoil will have to be trucked off site
in.order to make room-for additional hydraulic spoil. This method
will also be used in the hydraulic maintenance dredging within the
highground marina basin that measures 115' wide by 240' long. In
this area the original -6' of water depth will be restored.
An onsite inspection of the access channel reveals that no submerged
aquatic vegetation or shellfish resources occur within the project
alignment. A limited amount of dragline excavation will also have
to be accomplished along the access channel and within the marina
basin. These areas are well identified on the project drawings, and
are easily reached from land by a dragline apparatus. Along the
western side of the marina basin the original bank has slumped over
time, filling in portions of the basin. A triangular shaped fringe
of marsh grass has developed. Approximately 1500 sq.ft. of salt
marsh?cordgrass mixed with cattail will be displaced by the proposed
excavation. Spoil material taken from this area will be temporarily
stock-piled on the high ground next to the basin before the material
is reused as fill elsewhere on the project. As listed on Sheet 3
of 6, approximately 3,000 cu.yds. of material will be removed
from the marina basin, and 5,000 cu.yds will be removed from the
access channel.
t
:,p ,

Additional work within the basin involves construction
wooden bulkhead along the western side. The bulkhead
about 360' long. Along the east side of the basin the
poses to repair and replace as necessary the pier and
ties which include the mooring piles and finger piers
existing boat slips.
of a new
should measure
applicant pro-
docking facili-
for those 32
Outside of the marina basin on the west side of the main shore line,
a 312' long new bulkhead will be installed on the landward side of
a large patch of saltmarsh cordgrass. Wave action has significantly
eroded the highground bank which separates the basin from the open
waters of Bogue Sound. On the east side of the marina entrance, the
shoreline has also eroded. A 235' long bulkhead is proposed for this.
area. The bulkhead will connect to the existing structure at the,
mouth of the marina basin and will intersect on the east side with
the existing rock riprap near the disposal site.
Protecting the west side of the access channel extending into Bogue
Sound, is a wooden breakwater that measures about 845' long. It is
supported by a series of four wing-walls. The applicant proposes to
repair and replace sections of the breakwater as necessary. The
applicant has no plans for developing the highground property around
the existing marina.
10. Anticipated impacts
Most of the proposed elements-which are included, in the application
are justifiable maintenance needs. In combination with new bulkhead
construction and excavation of some 1,500 sq.ft. of saltmarsh vegeta-
tion the project proposal warrants a new'major permit review.
The proposed maintenance dredging of the basin and access channel
should create no significant impacts on the existing water quality
'since tidal flushing is very complete within the structured system.
The notation is made that the surface waters of Bogue Sound are classi-
fied as SA and are permanently closed to shel.lfishing. It is also un-
derstood that the applicant has no plans for increasing the number
of boat slips or developing the highground property adjacent to the
marina basin.
The proposed hydraulic dredging of the access channel and basin will
have to be accomplished in an incremental fashion. This will require
close coordination and supervision by the field consultant and repre-
sentatives of Brandywine.
;Submitted by James L. Mercer
I
s
i
Date Oct. 31, 1986
<- PERM17 t U I.XCAVAICANU/01t FILL
EASEMENT IN LANUS COVCRLD BY WATER
I' lJ IC , .
WATER QUALITY CERTIFICATION
CAMA PERMIT FOR h1AJOR DEVELOPMENT
Department of the Army
•oartenant of Adminhtratlon Slatt of North Carolina Corps or EnsInGen. W Ilmington 01
:S 14i 12) Oepartma't of Natural ftcsourc143215.3(c) u113A01181opment (33 CFR 209.320.329)
tGS 113.229. 143-215-3(a)(1). ^
Pleau type or print and fill in all blanks. If information is not applicable, so indicate by placing N/A in blink.
1. Applicant Information
v?.
?r
A. Name D ra n u v w - First Middle
.. Last
. 8. Address ---Brandywine Bay Inc. Rt. 2 d?
Street, 11.0. Box or Routc
Morehead City N. C. 28557 726-1590
City or Town State Zip Code Phone
IL Location of Proposed Project:
A. County Carteret N. C.
B. I. City, town, community or landmark Brandywine Bay Development; Ht N. C.24 Carteret Co.,
2. Is proposed work within city limits? Yes No X
C. Creek, river, sound or bay upon which project is located or nearest named body of water to project
Ill. OcscriptionofProjcct New bulkhead on eroding surfaces
Yes 2. Newworkof existing marina new walkway.
A. 1. Maintenancc.of existing project
i3. Purpose of excavation or fill 7 + MLW
1. Access channel Restoration to length 1000' width 60 + depth 6 1 MLW
2. Boat basin Restoration to length 24-0- 1 width 1151 depth
Back of bulkhead 745' width 6'' depth All above MHW
3. Fill area length
4. Other length --width depth
f e et
C. 1. Sull?tcad lekngth 74 5 1 55 ' Average distance waterward of MHW (shoreline'' 0, f t
2, .Type ofPbu[k i a3 constr ucit6n (matcnl)' _ _ 8 e?_ EJb o d- 0-r--3fie t- 1-:- - ee
D. Excavated material (total for project) Sand and clay
1. Cubic yards 8A00 2. Type of material
E. Fill material to be placed below MHW (see also VI. A) NIA
1. Cubic yards NIA 2. Type of material
IV. Land Type. Disposal Area, and Construction Equipment: X
A. Dues the area to be excavated include any marshland, swamps or other wetland? Yes Xo
S. Does the disposal area include any marshland, swamps or other wetland? Yes' No
C. Disposal Area
. Location On Ri Rap protected. peninsula below the 'Bay Club House.
1
2. Do you claim title to disposal area! Yes .
D. Fill materi it source it fill is to be trucked in No.
E. HOW Will CxCAVdted mmcrial be entrapped and erosion contrulled? Dike and controlled release
of water.
( of equipment to beu-.ed H draulic dredge.
F. YpIc ' No .
L. Witt marshland be etu»ed in transporting equipment to project site? If yes, explain
i
f
I bl l
F. lot l'b
V. TAtersdod Usc of r.rolcct Arca (UCSCnocJ
x
A. 1. Private
' 2. Commcrclil .
3. Housing Development or Industrial M
4. Otha
8. 1. Lotsl2c(s) 20 Tots, x•19,000 square feet
2. Elevation of lot(s) above mean high water ,
. sandy clay
3. Soil type and texture
4. Type of building facilities or structures
5. Sewage disposal }nd/or waste water treatment A. Existing X Plinnc4
S. Describe c en t
6. Land Gassif,ution (circ a DEVELOPED RANSITIONA COMMUNITY' RURAL
• CONSERVATIO OTHER - (5cc-CAMA Local p¢ Use Plan Synopsis)
V1. Pertaining to Fill and Water
A. Does the proposed project involve the placement of fill materials below mean high water? Yes^_N4-X--.-
S. 1. Will any runoff or discharge enter adjacent waters as a result of project activity or planned use of the
area following project completion? Ycs No X
2. Type of discharge
3. Location of discharge
Approximately 6"/year on west and south marina walls
Vll. Present me of shoreline erosion (if known):
Veil. List permit number and issue dates of previous Department of Army Corps of En inc-ra of State pormifs fpf
work in project area, If applicable: • N.C. Conservation & Development #743(0et.31' 1973) Coro_s o£ En2rs
SAW CO 76-16-23-195
IX. Length of time required to complete project: 12 months
In addition to the completed application form, the following items must be provided:
A. Attach 'a coQy of the deed (with State application only) or other instrument under which applicant
claims title to the affected property. OR if applicant is not 4laiming to be tho owner of s#. prgpcrty,
then forward a copy pf tho deed or other instrument under which tho owner claims {itle plus written
permission from thy owner to carry out the project on his land.
8. Attach an accurate work plat drawn to scalo on 8;4 X 11" white paper (sec instruction pooklgt for .
details). Note: Ori;inal dra)vings preferred - only high quality copies accepted.
C. A copy of the application and plat must be served upon adjacent riparian landowners by fcglstereQ Pr
certified mail or by pupllcation (G.S. 113-229 (d))Enter date screed
D. List names and gompletc addresses of the riparian landowners with property adjoining appligagL's.
Such owners hay; W days in which to submit comments to agencios listed below.
Isaac V. Mani 2800 Blue Ridge Blvd. Raleigh. NC 27607
U Oak Bluff Homeowners Association, Inc. 200 Drum Inlet Rt.2 Morehead City- NC 285`
XI. Certification rc4ulrement: I certify that to the best of my knowledge, the proposed activity compiles
with the State of North Carolinais approved coastal management program and will be conduct4d in a
manner consistent with such program.
_ XI1. Any permit issued pursuant to this application will allow only the development described In this appli-
cation and plat. Applicants should therefore describe in the application and plat all anticipated devel-
opment activities, including construction, excavation, filling, and land clearing.
13i ¢tob.er 13 1986 Leonard Bloxam
DATE , :;?2? 9ec. /Treas.
0
! Applicant' Signature
' Brandywine Bay,
oaf$2 i SEE REVERSE SIUI: FOR MAILING INSTRUCTIONS
Rev. 10/11
?i
r
LSF
i
•i
.Oki
r
k
r
sr-
.5 ov 69
b.-C 101
Roa
E
ftt*AN If.
4?L* 'Ad
"Irv
e?
i
40
t
I
641
pcuo?,w:;? ?;r
:x+5MrJ4 CAJOrctpUS
Or 0.\?'
?ti t"r?Rl?? 4JD
GL6SS cuaU?fl.,
ui
000-00
Z40 (,0
1 00
VILLAU .r eRAAI?Vwlels % 'o
1 //? ?a ? se??rw ••es?. a°®.A® ql ? I I I l
e w•
?; ?bb ???lA 4 r ,_x=? W. Pll ? 1??q?a j. • ? ?pl I '
5 bb ? ??xc -°a°a ?4q?„• II ?
{I? ?rm? 61 , m° fib , ' >??, ? °?. ? I I I .. ?. -
? I
n
1
r
•
LkYM
??Nf?R'V Y1D ?J (tlpyl(? I
??rA? ?: ?t31? rec.
1
??yy •Rw

?d
I
•' /
r
? ae
?
? t
,fi
\
t 1 l .? ` ?IC f
I N,
1 I ,t? I !_•If-'' /II /7, MAbrJA 11 ?\? '/ I I /? //
'
r
.

L`e.G / MA4N yI _ ? ? 1 / I
- , ? 4? `. ?_ ? .._ ? ?..? •I Lam- Nom- ?-.?ekW,w
np.rrak n,nleua ell:.Ilk,r. `.. .3. ?` r
?`r
r?
err •,T; !o{.4G :QJJD
?p f t
- ? !?? 2rctc`Lr feuUrV J.c, i
tuxvc wa ?` 1 I 'f 9R11JpV VIA1E EMV j
A ?' :+w "sr,, '. +>,+r. •arxU4 IR•Y.?1} ` i? MARIAIA AMA 1
Qr .e.w ocolrcRnr rwy ? ?pliR1"Y
...+• a,r trv wrwerv ?eN n
Q - ear Je•e' rn•reW ,., ' < ..:.. ,.:, N,
'V wI •,N AMYlyd -rYY' 1 •. •?r - .lr
W v

Nry `j r`y?
•
~? ? '?. . rf?• .. ..
?.1?(y
`
-,
?
? mil ? i
t; ? ?,? 'rf.

1
C _ 1
rs.•
1 ! ?

' w 1?) 1 1 /
J 1' I A?Ci A
1
I
'8' "r4 wY
vu ,
,? ,
? 1
I
I .
.? ? 1 1 I
11 1 Gh?y ?4 A?
K u7?4b
444...???
1 1 1,
ij
9dmK?AA
11

?. O
DLRN
T p

.00,? ' W
(
?cu POX&
x w y .
i
wr

!._'` - ? y afar tY ? JW? fJ
m
wsµ
s?
>? ?
,r
M?f
ow
4
... 1. ?Y ?M
?
f??RTU
,C
uuq D.
9tU.,,.,ti,<

SL
K
-
MUD

Mfdl`Itl
?qJ +
1YMNr py4i

1 J
w•, Z. 1A
? ? ?
a r0 ti H.y/
L???li
yr
uy
. i A
?
.
c
ra1tY1(6?A /L??' ..fib
haY ML.I • ?i.
M.M •yA
MNI I

`?
MlM •
?
?
4W
?.
-, _ « Jn Tal 6-L - r'?y
tYD GN?JNK,(.,

. W h4awD D•f1N LSOi70 YOS
DK
o
os
VP

i
M
1
e I
H?nN 1 I
/ Jf? I
Ile
J 2 pp
f
I
i
B2WPYWi"E- &AY
vRarosty •wMt ''' WO• MORp V•MY UT'S ?
IF Lf. yTNJ• tM/D
]ay

0.2 L
?? etiu 'NkydY any a1?n0. tY t .,.. ,? -,•
ILI-
?n?MKnme ;
UPI
?? 7tusrra ? ' I
0000
e00w.w 7 yyM-' i
ra;
. W lf•,1 ,i•QR ?,
c i •
``'• - ice/ 3
pr-
r' ?''":°ss, li%`:`.+e'?.a. ',.'keri ••,!ra,• .:,[. •;l "??sc ti.,.+ua... --'-.., rs.. ? •..., '4^?", ,...sue S ,7(II?IQir?+3'
w.
., , .. ! wx,Ae ..?.(.'?/"? ":bf?• M' 1. "' ilr, ?'-a ??..°'."+},'.O..W.+?M?.? YI}i ? •',? ;---°V'..
C;
?. _? 1 Gwaa W 4RA?f. n
;' ? 1 ? ? ii. ?A. MN,IGMy As affuurp• • • .,
%AUAWN
AL 11"AL
p'• I t '
Ink
I
oo?
{•
i WW1WnWYTy M. 1 `, ... ARa??Y /M I
?r op
JA 0#444
O `?•.-® •
' Marl
~ FA4CPNMM?Wtf
IOU
? / MAM MMUIJA wAU ti
1p /t
{ ? 0 4
• ., M Nia1a• w?y,y.Hr. aulawaAq .. ^a y .J7 ' .? +
..8 • Ky,RAt.a1 oa RgU4uER... p? ? I
1 i. is Lull 1' it i s
,:; a
wovo
y I at Is., u-.,ids-li.Y u:+.It2.r I I
: 44¢ i ? al I '
Vli
r• N
Dip,r • ? r? ,?? ? ?
Atir- left
.
if ' ' so.n •L. +._..? „> SAD N,ViJiEw:Wi"r+
t+?Kf?n S - tom,
r r,.
aftow
MARI
y?h, ? ... ,, .? n.* 4:. ., 'Viw"`w?.""'- _ tea
rf a,
?L
ZW 1-0.
ov &V
L49.Fu71T Y ?Y: '
_Ali e,." -_-y..^,i'ti , .
r

. WOW

110-4
A LX•T r
p I.S'MSL ? ..
'A WN
AL[RS', IYLyy(• IMrww3{ WISTwt?B'
i ._.._ ,•?u• :,p' New wl ? nr ualp' Mu.1
1
VYy tllt3
IS' W"p oY
7MGrwwK••
?4r

PRpPosE9 BR6?KW MR
R6GOMbTR3l MCsj D61QIL.
.
- GbfL-1Rt3W

.. jQYp V41.? N?.
Q
M

MYV
i 14

wi

i. 7 ?'? ?vYY?ey 4ul.llan
W?M14 MRDM . ? T?e• ,-e 4 S?l.?,xs,,
i
PT

xY

eul.ku?av Rfild. M41 "4?4?ar.,}MW1Ll1ld 0Pow ?'I N
' MWMwrp
F0064 11r1 ,
.. .
. GN !+'al?
'
r .RailAl? D11Y?' 4%" NW ?!
aC4 (Jy
j?a
w IM
.., IVASLR (A1TR01.
M17RtIL7LIQMr .
•?? o w.u.a
Wx M?NI[,lleYl?
• . T l{e? .? SMI.?

State of North Carolina
Department of Natural Resources and Community Development
Division of Coastal Management
512 North Salisbury Street • Raleigh, North Carolina 27611
James G. Martin, Governor
S. Thomas Rhodes, Secretary
November 5, 1986
Mr. Charles L. Holliday, Deputy Dire or
State Buil -State Proper Office
Depart nt of Admini tra '
Ral gh, North Carolina 27611
Dear Mr. Holliday:
The attached copy of an application submitted by:
David W. Owens
Director
Brandywine Bay, Inc.
Applicant's Name
Bogue Sound near Morehead City Carteret
Location of Project County
X for a State permit to perform excavation and/or fill
work in coastal North Carolina and for a CAMA major
development permit...
for a CAMA major development permit (only) ...
... is being circulated to State and Federal agencies having jurisdiction
over the subject matter which might be affected by the project.
Please indicate on the reverse side of this form your viewpoint on
the proposed work and return it to me not later than 11/26/86
Sincerely,
R. Parker, Jr., 'e'hief
Major Permits Processing Section
JRP:ap:2480
P.O. Box 27687, Raleigh, North Carolina 27611-7687 Telephone [phone]
An Equal Opportunity Affirmative Action Employer

.i
DEPARTMENT OF THE ARMY
WILMINGTON DISTRICT, CORPS OF ENGINEERS
P.O. BOX 1890
WILMINGTON, NORTH CAROLINA 28402.1890
November 7, 1986
IN REPLY REFER TO
Regulatory Branch
SUBJECT: File No. SAWC087-N-016-0060
Mr. William Mills
Water Quality Section
Division of Environmental Management
North Carolina Department of Natural
Resources and Community Development
Post Office Box 27687
Raleigh, North Carolina 27611-7687
Dear Mr. Mills:
RECEIVED
0 1986
WOPERATIONATER PRAM Ol
Enclosed is the application of Brandywine Bay, Incorporated,
represented by Mr. Leonard Bloxam, for a Department of the Army
permit and a State Water Quality Certification to maintain an
access channel and basin, to construct bulkheads and repair a
breakwater structure on the Atlantic Intracoastal Waterway (AIWW),
Bogue Sound, 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 authorization of the proposed activity
pursuant to Section 404 of the Clean Water Act, and we have
determined that a water quality certification may be 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, 60 days
after receipt of a request for certification is considered a
reasonable time for State action. Therefore, if your office has
not acted on the request by January 5, 1987, the District Engineer
will deem that waiver has occurred.
Questions or comments may be addressed to Mr. David Baker,
telephone [phone].
Sincerely,
Charles W. Hollis
Chief, Regulatory Branch
Enclosure
T
-2-
Copies Furnished (without enclosure):
Mr. John Parker
Division of Coastal Management
North Carolina Department of
Vatural`Resources and
Community Development
Post Office Box 27687
Raleigh, North Carolina 27611-7687
Mr. James Mercer
Morehead City Regional Office
North Carolina Division..
of;-Coastal Management
Post 'Office Box 769
Morehead City, North Carolina 28557
r.
FOR
p 77.
VJA7[:R QUACLli44??'i`rarv1O?
10 L XCAVAI L 'AND/OR F ILL- o
? WATER • . CI.MA PERMIT f lOkt•O R
EASEMENT IN LANDS C.UVERLO BY e couture rot 7. -
cnt p the Krmy
clopmcrit OcP??'>' of nrinllminttpn Ol
of peveloPment Ccrpr ? En Igpp-?4
of C N ar aoullnnl e (33 tr aR0 32b'
'" Sute ofmeNorth
Oe?i 329)
meet / Cminlsri"'ilon rt Rasoureet and Community
ti-12J (GS 113.229, 143.215.30)(1 143'215.3(c), 113A 118
410 y -61(o ~bd xtc Eiv ?Yac'r. ?:.fAb?rirCS:
c by pl?'c?ug
lictblc so lndi r
th ,
OV
Please type or print and fill in all blanks. I(in(ormauon ?s nu appT. .elf
Applicant Information
A. N1mc
, B. Addres.,
ead City
City or Town
Rt. 2
Street, 70. Box or RO'Ute
N- C.
State
--2-2fi?L5.9 0
Zip`Co Phone
Loeition of Proposed Project: n ii*r=Gar` Ps_et_. Co. , N. C.
A. County Carteret Developmen-t;Y
Brandywine Bay
B. 1. City, town, community or landmark X_
2. Is proposed work within city limits? Yes -_ No o(wa[er to P
named body
C. Creek, river, sound or bay upon which project is located or near,
Nev ":lzu kYieacT`ort _erading surfaces
r art . _ ai-e wl cc w a y .
it. Description of Project yes 2. New work o f
A. 1. Main ten ance.Of existing project _
8. Purpose o(cxcavation or till 1000 60 Pth
`
width_ - ma c
1. Access channel Restoration to lcngth___ t -- _,?t___ ,-W_-------•-_. _
240' width 115
Restoration to Icnath }1= 1 oue_! 1?
2. Boat basin 74 5' width____6---depth
Baclc of bulkheadlcn£lh_____- ---
3. Fill area WldCfl.? --- P ,. length
4. Other
C. 1. B h 745 shorclLnc)_
' Avcrage distance waterward of MHW
ull cad lckkngl 55
2. Type ofeburl a t constr 8 ?ICSn (ma?c?t?j ---g-ea-V-o-0rt3- o Ye a 1'. --- -..
0, Excavated material (total for prolcct) o Type of material S a ``tom-e ay- - -
1. Cubic yards 8 000
E. Fill material to be placed below MHW (sec also1VlT} ). Type of material N
.
l. Cubic yards
O l t:
IV. Land Type-, Disp ssl Area, and Construction Gqupmcn
----No
• Ducs the area to be excavatt:d include any marshland, swamps or other wcY Sd? Yes- No
AB• Doc., the disposal area include any marshland, swamps or other wclian G1.u1a House .
rotected. peninsula belzicrize- -_
L. Oi.,pu.,al Area On Ri Ra
1, Location
2. Do you claim tillc to disposal area.' Yes
No. p, Fill material source it (ill is to be trucked in
- ^_-- -_
E. Huw will cxeavelcd malcrl?l be entrapped and erosion controlled' . -e ° e 1 e a s e
of water. ar?rt??_ - ---------
1?. yuipmcntto bcu.,cd Hynrau.L.L? ??--
F• ui ?rnt:nt to prolcct site? If ycs, explain
• wtll marshland be cruiseJ I(, transporltng c
--
•t
1 ..
t b i
IU175
V. JAt xJod Us.c of P,rojcct Arca (Dcscrlbc)
APrau
2. Commcfclal
3. Housing Development or industrial Marina
4. Othq
B. 1. Lotslic(s) 20 lots, x'19,000 square feet
2. Elevation of Iot(s) above mean high water
3. Solt type and texture sandy clay
4. Type of building facilities or structures
S. SewaSt disposal and/or waste water treatment A. Existing X _ Planned
B. Describe cent _
5. Land Classification (circ e DEVELOPED RANSITIONA COMMUNITY' RURAL
CONSERVATIO OTHER (SccCAMA Local ftid Use }'Ian Synopsis)
VI. PortalnlnE to FIII and Watcr
A Does the proposed project involve the placement of fill materials below mean high water? Yes^___.No X
B. 1. Will any runoff or discharge enter adjacent waters as a result of project activity or planned use of the
area following project completion? Ycs No X
2. Type of discharge
• 3. Location of discharge
Approximately 6"/year on west and south marina walls
V1L Prr-, st rate of shoreline erosion (if known):
Vill. List permlt numbers and issue dates of previous Department of Army Corps of En inocrs 4f Stato p¢ftnits fR(
work In project area, if applicable: N C Conservation & Development #743(0ct 31 1973) Coro?_?f Fnc*G _
SAW CO 76-16-23-195
IX. Length of time roquircd to complete project: 12 months
In addition to the completed application form, the following it.enu must bC provldod:
A. Attach • a coQy of She deed (with State application only) or other instrument under which a-pplicant
claims title to the affected property. OR if applicant is not claiming to be the owncr of said prgW y,
then forward a copy of the ?ccd or other instrument under which tho owner claims 4itle plws writtLn
permission from thy owncr to carry out the project on his land.
B. Attach an accurate work plat drawn to scalo on 8h X 1 I" white paper (sec instruction pooklgt for
details). Note: Original drawings preferred - only high quality copies accepted.
C. P, copy of the application and plat must be served upon adjacent riparian landowners by rcg seered or
certified mail or by pupllcation (G.S. 113-22Q (d))Enter date served
0. List names and rompletc addresses of the riparian landowners with property adjoinipj appliq.agl '{.
Such owners havy ?Q days in which to submit comments to agcneics listed below.
Isaac V. Mani 2800 Blue Ridge Blvd. Ralei h NC 27607
l? Oak Bluff Homeowners Association, Inc. 200 Drum Inlet Rt.2 Morehead City NC 287
X1. Certification requlrement: I certify that to the best of my knowledge, the proposed activity complies
with the Sute of North Carolina-, approved coastal management proEram and will be eonduugd in a
manner consistent with such program.
Xtt. Any permit issued pursuant to this application will allow only the development described In this appli•
cation and plat. Applicants should therefore describe in the application and plat all anticipated devcl-
opment activities, including construction, excavation, filling, and land clearing.
1
October 13, 1986 Leonard Bloxam
.DAT E ec . yeas .
ApplicantXSignatwrc
t Brandywine Bay,
01 F-e2 SEE REVERSE SIDE FOR MAILING INSTRUCTIONS
Rey. 14/78
y I ?
J
--------------------
k M <. ?

• vc
t f3?j?i?sc°
N

.I ?

b!

a??aC
? p
IJ
A
i
va??

?Lt i I ?\. ? v 9, lid
i g ? tzy
06
1
Ay
f
v:^
n F .
C:1 ? r
., ?, ? t_ k Try,
.?'• r ? J
A c?
24
??? 6?mfYM 4 , ?\
lp?
6r
VI,
.ti v{•iJ r t ?1 C'1 Q 1 L
I ? 11
•? _ •? ? ?
• -- .?' r?--:', ? t ^. it A
J
a.'
e
J
a 3?
f?
1 ?
Z >(
j
t
i
E

I
i
\ Vii. _? ?•:
;aye ! ?rK 6 •. - -. ??1??Ir r+?
7
i
0
f
i
it

I.
:-
S j a ? 4 1:1G(7
1. AV.,
41
Cpl" 'k
-v- - •
ulX
• . I ? c j ? 1
c t 1 f'`
v?
L? L
T ?

.-I--
. O /
c )?
. ?.. r'. ... --
IEI
1-1

i
E`
/ f•
I t
7(vj
i
re??

I
-CD
.o'

L

t
6
r
? L
9 (?
9i' p II

s=
y n
FF ??
r
I a It y SIC
t

rJs.
g
a
DEPARTMENT OF THE ARMY
WILMINGTON DISTRICT, CORPS OF ENGINEERS
P.O. BOX 1890
WILMINGTON, NORTH CAROLINA 28402.1890
November 7, 1986
IN R LY REFER T
Regu atory ranch
SUBJECT: File No. SAWC087-N-016-0060
Mr. Leonard Bloxam,
Secretary-Treasurer
Brandywine Bay, Incorporated
Route 2
Morehead City, North Carolina 28557
Dear Mr. Bloxam:
On February 6, 1986, we renewed general permit No. SAWC080-N-
000-0291 (enclosed), which provides Federal authorization for
construction activities that receive authorization from the State
of North Carolina.
A review of your application received November 4, 1986, for a
Department of the Army permit to maintain an access channel and
basin, to construct bulkheads and repair a breakwater structure on
the Atlantic Intracoastal Waterway (AIWW), Bogue Sound, near
Morehead City, Carteret 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 written and informed of its
further management. If there are no unresolved differences of
State-Federal positions or policy, the final action taken on your
application by the State will result in your receiving written
notice from us that your application has been successfully
processed under our general permit. 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 No. SAWC087-N-026-0060 and will be coordinated by
Mr. David Baker. He is available to address questions or comments
you may have at telephone [phone].
Sincerely,
Charles W. Hollis
Chief, Regulatory Branch
Enclosure

-2-

Copies Furnished (without enclosure):
Mr. John Parker
Division of Coastal Management
North Carolina Department of
Natural Resources and
Community Development
Post Office Box 27687
Raleigh, North Carolina 27611-7687
r. William Mills
Water Quality Section
Division of Environmental
Management
North Carolina Department of
Natural Resources and
Community Development
Post Office Box 27687
Raleigh, North Carolina 27611-7687
Mr. Charles Jones
Morehead City Regional Office
North Carolina Division of
Coastal Management
Post Office Box 769
Morehead City, North Carolina 28557
Ms. L. K. (Mike) Gantt
U.S. Fish and Wildlife Service
Post Office Box 25039
Raleigh,-North Carolina 27611-5039
Mr. Randy Cheek
National Marine Fisheries
Service, NOAA
Pivers Island
Beaufort, North Carolina 28516
Mr. William L. Kruczynski, Chief
Wetlands Section
Marine and Estuarine Branch
Region IV
U.S. Environmental Protection Agency
345 Courtland Street
Atlanta, Georgia 30365
Mr. James Mercer
Morehead City Regional Office
North Carolina Division
of Coastal Management
Post Office Box 769
Morehead City, North Carolina 28557