Tarrymore Townhomes

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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
December 3, 1986
Mr. James W. Beam, Sr.
Topland Corporation
825 Gum Branch Road, Suite 123
Jacksonville, NC 28540
Dear Mr. Beam:
This letter is with reference to your application for a Coastal Area
Management Act and State Dredge and Fill permit to construct a townhouse
complex on the White Oak River in Swansboro, N.C. According to a memorandum
received by this office dated November 24, 1986 from the Division of
Environmental Management, your consultants and David Cotton of that Division
agreed that a new stormwater management system would be designed. Therefore,
since the Division of Environmental. Management cannot complete their review of
your application until this plan is prepared, I must place the application
processing in temporary abeyance. Upon notification from the Division of
Environmental Management that a completed stormwater plan has been received,
review of your application will resume. Please note that any changes in the
project plans, including the stormwater management plan, should be submitted
to this office for inclusion in the final permit decision.
Should you have questions pertaining to your application, please do not
hesitate to contact this office.
Sincerely,
Geoi? 8a C. Matthi Jr.
Assistant Major Permits Coordinator
GCM:jr/aw
cc: Jim Mercer
David Cotton
Bill Mills ,
P.O. Box 27687, Raleigh, North Carolina 27611-7687 Telephone [phone]
An Equal Opportunity Affirmative Action Employer

DIVISION OF ENVIRONMENTAL, MANAGEMENT
DATE: November 24, 1986
TO: John Parker
Major Permit Processing Section
FROM: David H. Cotton
Wilmington Regional Office
THROUGH: A. Preston Howard, Jr. Original Signed Dy
Wilmington Regional Office k PRESTON HOWARD, iR
SUBJECT: Stormwater Management Plan for Topiand Corp. (Tarrymore Townhomes)
After meeting on-site with applicant's consultant, it W40 decided that additional
information would be submitted and a new stormwatpr m4n4gelaent system would likely
be designed. Until the additional information is su?%itted, the review of the
application cannot be completed.
DHC:kc
cc: Bill Mills
Jim Mercer
WiRO, CF
µ SUq[ o
OCT 24 1936
State of North Carolina COASTAL RESOURCES COMM.
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
r
Mr. John R. P4XJLer_ , Jr. , Chief
Major P s Proce sing Sectio
Off' of Coastal M
Raleigh, North Carolina 27611
Dear Mr. Parker:
David W. Owens
Director
October 23, 1986
The attached copy of an application submitted by:
TOPLAND CORP. (Tarrymore Townhcmes)
Applicant's Name
White Oak Rv., Swansboro ONSLOW
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 develop-
ment permit...
for a CAMA major development permit (only) ...
has been reviewed by the Field Services Section and is being forwarded
to you along with a Field Investigation Report for further application
processing including circulation to State agencies having interest
and/or jurisdiction over the subject matter which might be affected by
the project.
The recommendation of this Section is covered on the reverse
side; attached; X will be forwarded later.
File att., incl. ck.
Camlents & PN to follow. Copies Sincerely,
to Wil. fld.ofc., ODE, I'IF
this date. B
?/.., e? ` .2 d " Charles S. Jones, ief
' Field Services Section
CSJ:ap:3566
P.O. Box 27687, Raleigh, North Carolina 27611-7687 Telephone [phone]
An Equal Opportunity Affirmative Action Employer
FIFLD I'dVl,S7'1GL'1'TO:d RRi'ORT
0.44..
1 .1P7: 7`C a n t 's n,- m o TOPLAND CORP. (TERMNORE 'I' AMIOUSES )
Location of pro j cc t s i tc Hwy- 24, Swansboro, 200 blk. West Corbett St., between Water and
2 .
Elm_Stseetsf Whit..e (lqk fin' at_.old-Gulf..Gas-Sta.tion?
3. Inv^sti.gatiou type: Dredge & Fill X CAMA X
4. I.nve.stAgative procedure: (A) Dates of site visit 1n::y6.a6
(B) 1-?as applicant present_ no -
PhotQJndex197.8,i?z_#2.4.?? ??2_Q-2.9 __._----
5. Processing procedure: Application received lQ-l?-?lL Office Morehead .City 6. Site description: (A) Local Land Use Plan. Swansboro, 1986 LUP update
a VI-sif-
cation from LUP Deyelo?edLCons r=am on, - --
Lat. 34 41 18 R E C E t constraints identified in LJP -??-
Long. 77 06 59 Storm water management plan; Historic District
BC?-z- 3- '
(B) AEC(s) i MArQUALIMSEW.
lQIMzard Estuarine shoreline X
OPERATIONSCO3618914 wetlands Public trust water'X
Estuarine waters_ X Other ?SA_perm closed-
(C) Water dependentYes Piers P_ Condos Other
(D) Intended use: Public Private Residenti"-.*.ac:rcial
(E) Type of waste water treatment:. Existing City water and sewer
Planned_ hook up to city services
(E) Type of structures: Existi.ncold gas sta., boat shed, single family residence
Planned 8-10 condo units
(G) ;stlmzated annual. rate of erosion
7. Habitat description:
(A) Veg_itated wetlands:
salt marsh cordgrass
.(B) Non-vegetated wetlands:
boat sliI2
0
Source ripra revetment
AREA
Dredged Filled Ot:ier -
25 sq. ft.
240 sq.ft.
(C) Other:
highground development 26,000 sq.ft.
(U) Total area disturbed: apex. .60 aere_
The applicant proposes to redevelop_the_
_old?gtilf station property .--Eight
8. Pro?ect
townhouse condo units are -planned for construction with?a 177' bulkhead shoreline and
fine individual piers on the White Oak River.
I I-#(. "*
9. Narrative description
The Topland Corp. recently purchased the old Gulf Station property
located on the north side of Hwy. 24 in the Town of Swansboro on
the White Oak River between Elm and Water Streets, Onslow County.
The applicant proposes to redevelop the site by removing all exist-
ing structures and building a series of 8-10 condo units. The plans
include bulkheading the shoreline and installing individual finger
piers.
At present there are.several old structures on the property includ
ing the cinderblock gas station building with concrete parking
lot and service area, a one-story brick frame house with base-
ment, the remnants of a smaller single-family house with porch, and
an old boat shed leading to the water's edge. The location of
each of these structures is well documented on Sheet 2 of 8 of the
work plat drawings. Over the years, the shoreline has been stabalized
with riprap and other sorts of concrete rubble.
Work plat drawing Sheet 3 of.8 shows clearly all of. the proposed
structures and associated development. As proposed, a 177' long
bulkhead will be installed along the shoreline at a point some 2'
landward of the MHW shoreline. The top elevation of the bulkhead
at some 5' will allow the applicant to fill and landscape on the
landward side of'the structure. This will create•a negative slope
away from the bulkhead so that runoff water cannot easily enter the
surface waters of the White Oak River. Near the existing boat shed
the bulkhead will displace approximately 25 sq.ft. of salt marsh
cordgrass and about 240 sq.ft..of intertidal bottom land.
A pedestrian boardwalk of about 170' in length will be constructed
along the top of the bulkhead over the highground property. The
boardwalk should measure about 6' wide. A 20' by 12' gazebo will
be located on the highground property next to the bulkhead and cen-
tral to the project. The developers want to offer individual boat
slips for each of the ten condo units.. To do so, they are proposing
to construct five perpendicular piers 2' wide and 12' long. The
water depths in the White Oak River and in the little boat channel
that runs along the face of the property average 2-5' deep. Approxi-
mately 50' across the small boat channel,is an existing intertidal
salt marsh island that borders the waterway. The surface waters of
the White Oak River in this area were reclassified by DEM from the
SC classification to that of SA in December of 1979. Nevertheless,
these`same waters are permanently closed to the harvesting of shell-
fish.
The project site is located within the historical district of the
Town of Swansboro. In keeping with the building code requirements,
the applicant has provided a promotional sales brochure that includes
r an artist's rendering of the proposed.condominium units. In addi-
tion, the architectural facade of the condo buildings is further
i
i

demonstrated on one of the additional work plat drawings. There are
eight distinct condominium units shown on work plat drawing No.
3 of 8. These townhouse type structures are set back some 30-50'
from the proposed bulkhead. Each unit will average 16' wide by
32' long. The first cluster of units will contain three townhouses.
The second cluster will be made up of five units. As shown on the
work plat, the final floor elevation will be ll'-above MSL. This
should meet the federal flood requirements as administered by Onslow
County. .The applicant has made certain mathmatical calculations
which address the amount of surface area within the CAMA 75' area
of environmental concern. As listed on work plat Sheet 6 of 8, 410
or 5,440 sq.ft. of land will be converted into impervious surface .
areas. The condo units account for about 3,253-sq.ft. of this im-
pervious figure.
Between Hwy. 24 and the CAMA 75' line the project plans call for a
large parking lot and concrete sidewalk leading to the respective-
condominium units. Porous pavers will be used in the parking lot
area to reduce the overall amount of impervious surface areas. A
stormwater management plan is presented in this overall application
package. On Sheet 6 of 8,•a note is made that the condominium units
will be guttered and drained to the parking lot area where it will
intersect with a subterrainian pipeline system about 140' in.length.
This perforated pipe system will have a retention capacity of
4,612 cu.ft. of water.. The slotted drainpipe system is further dia-
gramed on Sheet 8 of 8 of the work plat drawings. Curriousiy, on
Sheet 2 of 8 and 7 of 8 there is shown an existing 12" stormwater
drainpipe leading from Hwy. 24 under the gas station and discharging
into-the river. It can* only be presumed that this pipe will remain
in place and operative even after the proposed project has been com-
pleted.
DEM will have to accept and approve the applicant's stormwater manage-
ment plan before development can be authorized.
10. Anticipated impacts - It would appear from the initial review that
the proposed project will have little to no significant impact on
the estuarine resources in the immediate area of the White Oak River.
This evaluation may change if the applicant's stormwater management
plan is not acceptable in its capabilities to contain or retain
stormwater runoff.
CAMA-REVIEW The 1986 LUP update for the Town of Swansboro was con-
sulted. The highground property is classified as "developed" and the
surface waters as "conservation." It is clear that the proposed de-
velopment will be serviced by the municipal water and sewer services
that make up the sanitary district within Swansboro. Other than cer
Itain requirements.of the historical district, no development constraints
can be identified through reading the LUP that would create any major
inconsistency with the policies of the LUP.
Submitted by James L. Mercer' Date Oct. 23, 1986
APPL CATION
FOR uo -7 U
PERMIT TO EXCAVATE AND/OR FILL WATER QUALITY CERT I
EASEMENT IN LANDS COVERED BY WATER CAMA PERMIT FOR MAJOR DETEENMENT
Department of Administration State of North Carolina Department of the Army
(GS 146-12) Department of Natural Resources and Community Development Corps of Engineers, Wilmington District
(GS 113-229, 143-215.3(a)(1), 143-215.3(c), 113A-118 (33 CFR 209.320.329)
Please type or print and fill in all blanks. If information is not applicable, so indicate by placing N/A in blank.
Applicant Information
A. Name Topland Corporation
Last First Middle
B. Address -825 Gum Branch Road - Suite 123
Street, P. O. Box or Route
Jacksonville North Carolina 1919) 347-4741
City or Town State y?J 5??a Zip Code Phone
11. Location of Proposed Project:
A. County Onslow
B. 1. City, town, community or landmark Town of Swansboro
2. Is proposed work within city limits? Yes X No
C. Creek, river, sound or bay upon which project is located or nearest named body of water to project
0o Block, West Corbett Street, Swansboro, N C 28584
ro7ect located on the White Qakgivpr
Ill. Description of Project
A. 1. Maintenance of existing project 2. New work X
B. Purpose of excavation or fill
1. Access channel _ NSA length width depth
2.. Boat basin NSA . length - width depth
3. Fill area length 177, width-11•- 1$Apth 3'
4. Other N/A length width depth
C. 1. Bulkhead length 5' X 177Average distance waterward of MHW (shoreline)
2. Type of bulkhead construction (material) treated timber _
D. Excavated material (total for project)
1. Cubic yards none 2. Type of material
E. Fill material to be placed below MHW (see also VI. A)
1. Cubic yards 85 2. Type of material select fill
IV. Land Type, Disposal Area, and Construction Equipment:
A. Does the area to be excavated include any marshland, swamps or other wetland? Yes No X
B. Does the disposal area include any marshland, swamps or other wetland? Yes No X
C. Disposal Area
1. Location TVA - -
2, Do you claim title to disposal area? N/A
D. Fill material source it till is to be trucked in offsite
E. How Aill excavated material be entrapped and erosion controlled? - N/A
I . -1 ype of equipment to be used Back Hoe - loader
I
G. Will marshland he crossed in transporting equipment to project site? It yes, explain No
t
a
t
D& F-B 1
Rev. 10/78
.a '-
V. V. Intended Use of Project AFea (Dsscribe)-
A. 1. Private N/A
2. Commercial A
3. Housing Development or Industrial condominiums -
4. Other N/A - ??
B. 1. Lotsize(s) 0.60 Acres

2. Elevation of lot(s) above mean high water' 5' - 11'
3. Soil type and texture fine - medium sand
4. Type of building facilities or structures single f ami lx dwellings
5. Sewage disposal and/or waste water treatment A. Existing X Planned
B. Describe Condominiums to be tied into mtincipal system
6. Land Classification 4(circle on EVELOPED TRANSITIONAL COMMUNITY' RURAL
NSERVA OTH 1? sPa act dreg (Je CAMA Local t_and Use Plan Synopsis)
VI. Pertaining to Fill and Watuality:
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? Yes-No 2. Type of discharge NZA
3. Location of discharge N/A
VII. Present rate of shoreline erosion (if known): Unknown
Vlll. List permit numbers and issue dates of previous Department of Army Corps of Engineers or State permits fnr
work in project area; if applicable: N/A ,
IX. Length of time required to complete project: 6 months
X. In addition to the completed application form, the following items must be provided:
A. Attach a copy 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 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 on his land.
B. Attach an accurate work plat drawn to scale on 8'/z X 11" white paper (see instruction booklet for
details). Note: Original drawings preferred - only high quality copies accepted.
C. A copy of the application and plat must be served upon adjacent riparian landowners by registered or
certified mail or by publication (G.S. 113-229 (d))Enter date served
D. List names and complete addresses of the riparian landowners with property adjoining applicant's.
Such owners have 30 days in which to submit•comments to agencies listed below.
Anth-onv J Kowalski P.O. Box 192 Swansboro N. C. 28584
Robert K. & James F. Meadows 210 Orange Street, Beaufort, NC 28
Mary Riggs P O Box 354, Swansboro, N. C. 28584
XI. Certification requirement: I certify that to the best of my knowledge, the proposed activity complies
with the State of North Carolina's approved coastal management program and will be conducted in a
manner consistent with such program.
XII. 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.
D
DAT?
Applicant's Signature
D&F-82 SEE REVERSE SIDE FOR MAILING INSTRUCTIONS
Rev. 10/78
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DEPARTMENT OF THE ARMY
WILMINGTON DISTRICT, CORPS OF ENGINEERS
P.O. BOX 1890
WILMINGTON, NORTH CAROLINA 28402.1890
October 31, 1986
IN REPLY REFER TO
Regulatory Branch
SUBJECT: File No. SAWC087-N-0067-0037
Mr. James W. Bean, Sr.
Topland Corporation
825 Gum Branch Road, Suite 123
Jacksonville, North Carolina 28540
Dear Mr. Bean:
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 October 27, 1986, for a
Department of the Army permit to construct and backfill a bulkhead
and to construct a boardwalk and piers associated with a
condominium development on the White Oak River in Swansboro,
Onslow 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-067-0037 and will be coordinated by
Mr. Hugh Heine. 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
Mr. William Mills
J 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
-*) to
IN REPLY REFER TO
Regulatory Branch
DEPARTMENT OF THE ARMY
WILMINGTON DISTRICT, CORPS OF ENGINEERS
P.O. BOX 1890
WILMINGTON, NORTH CAROLINA 28402.1890
October 31, 1986
SUBJECT: File No. SAWC087-N-067-0037
NOV 0 4 1986
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
WATER QUALITY SECTION
0r'ERA1'I0NS BRANCH
Enclosed is the application of Topland Corporation,
represented by Mr. James W. Bean, Sr., for a Department of the
Army permit and a State Water Quality Certification to construct
and backfill a bulkhead and construct a boardwalk and piers
associated with a condominium development on the White Oak River
in Swansboro, Onlsow 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 December 29, 1986, the District
Engineer will deem that waiver has occurred.
Questions or comments may be addressed to Mr. Hugh Heine,
telephone [phone].
Sincerely,

G? Charles W. Hollis
Chief, Regulatory Branch
Enclosure
---- - FOR
-N -oGo 3
X
PERMIT TO EXCAVATE AND/OR FILL WATER QUALITY CERT F I
1 - `'BASEMENT IN LANDS COVERED BY WATER CAMA PERMIT FOR MAJOR Derrrn MENT
Department of Administration State of North Carolina Department of the Army
(GS 146.12) Department of Natural Resources and Community Development Corps of Engineers, Wil 'll mgton District
(GS 113-229,143-215.3(a)(1), 143-215.3(c), 113A-118 (33 CFR 209.320-329)
Please type or print and fill in all blanks. If information is not applicable, so indicate by placing N/A irr blank. v
1 2 ?'
1. Applicant Information
A. Name ToPland Corporation
Last First Middle
B. Address 825 Gum Branch Road - Suite 123
Street, P. O. Box or Route
Jacksonville North Carolina X919) 347-4741
. City or Town State 1,?j ??t{b Zip Code Phone
11. Location of Proposed Project:
A. County Onslow
B. 1. City, town, community or landmark Town of Swansboro
2. Is proposed work within city limits? Yes X No --
C. Creek, river, sound or bay upon which project is located or nearest named body of water to project
0o Block, Jest Corbett Street, Swansboro, N C 28584
ro-iect located on the White QaRiver
III. Description of Project
A. 1. Maintenance of existing project 2. New work X
B. Purpose of excavation or fill
C.
D
E
1. Access channel N/A length width-_ -.depth
2. Boat basin N/A
length width depth
3. Fill area length 1771 width_.l'- 141,%pth 3'
4. Other 'KT 'A length width depth
1. Bulkhead length 5 r X 177F(verage distance waterward of'MHW (shoreline)
2. Type of bulkhead construction (material) treated timber
Excavated material (total for project)
1. Cubic yards none 2. Type of material
Fill material to be placed below MI RV (see also VI. A)
1. Cubic yards 85 2. Type of material select fill
IV. Land Type, Disposal Area, and Construction Equipment:
A. Does the area to he excavated include any marshland, swamps or other wetland? Yes No X
B. Does the disposal area include any marshland, swamps or other wetland? Yes No X
C. Disposal Area
1. Location H/A -
2. Do you claim title to disposal area?_Nl A
D. I ill material source it fill is to he trucked in offsite
E. HOW dill excavated material he entrapped and erosion controlled? N/A
1
I . I ype of cquiprnent to he utied Back Hoe - loader
G. Will marshland he c,ustied in transporting cyuip,nrnl to project site? II yes, explain No
1
r
t
D& F-13 1
Rev. 10/78
V. Intended Uie of Project Area (Describe)
Aw 1. Private N/A
Commercial N/A
3. Housing Development or Industrial condominiums
4. Other N/A
B. 1. Lot size(s) 0.60 Acres

2, Elevation of lot(s) above mean high water 51 - 111
3. Soil type and texture fine - medium sand
4. Type of building facilities or structures single family dwellings
5. Sewage disposal and/or wastewater treatment A. Existing' X Planned
0. Describe Condominiums to be tied into mtineipal system
6. Land Classification (circle on- EVE LOPED TRANSITIONAL . COMMUNITY: RURAL
ONSERVA OTH?I ,jRa . ache_ . (?A CAMA Local Land Use Plan Synopsis) f=C
VI. Pertaining to Fill and Water Quality:
A. Does the proposed project involve the placement of fili 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? Yes-No x
2. Type of discharge N/A
3. Location of discharge N/A
VII. Present rate of shoreline erosion (if known): Unknown _._ ..,?.-.
VIII. List permit numbers and issue dates of previous Department of Army.Corps of Engineers or State perr:ni s for
work in project area, if applicable: N/A -
IX. Length of time required to complete project: 6 months
X. In addition to the completed application form, the following items must be provided:
A. Attach a copy 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 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 on his land.
B. Attach an accurate work plat drawn to scale on 8i? X 11" white paper (see instruction booklet for
details). Note: Original drawings preferred - only high quality copies accepted.
C. A copy of the application and plat must be served upon adjacent riparian landowners by registered or
certified mail or by publication (G.S. 113-229 (d))Enter date served
D. List names and complete addresses of the riparian landowners with property adjoining applicant's.
Such owners have 30 days in which to submit comments to agencies listed below.
Ant'hnny J. Kowalski P.O. Box 192,?Swansboro? N. C. 28584
Robert K. & James F. Meadows 210 Orange Street, Beaufort, NC 28?
Mary Riggs P. O. Box 354, Swansboro N. C. 28584
XI. Certification requirement: I certify that to the best of my knowledge, the proposed activity complies
with the State of North Carolina's approved coastal management program and will be conducted in a
manner consistent with such program.
X I II.
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.
DAT O If 4<
t
D&F•B2
Rev. 10/78

Applicant's Signature
SEE REVERSE SIDE FOR MAILING INSTRUCTIONS
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POT OFFICE SOX 1126 - $WANSOORO, N. C. 28584
TELEPHONE [phone] ??

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POSTOFFICE BOX 1126-SWANSBORO, N. C. 28584 [IviTELEPHONE [phone] rt?
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POST OFFICE BOX 1126 - SWANSBORO, N. C. 28584 i r }
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TELEPHONE [phone]
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SHADING INDICATES AREA "TO HE FILLED
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Registered -j•ARRYm0P'E ToWUHUJ.iCJ
Land Surveyor do hereby certify that I have sur- ac 5 E CT 10 L I
veged the property as shown hreean in accordance [dZvev
with The Standotils of PracticcaPor Land Survey- PORTI01.1 OF
infln North Carolina, scales HoTGL TARP%YNVHG' PROPEflTy DIVISIOU
roj!. Ina..
??.? c ?7\VA1161SORU T\V ?S? 011 ;L0\V CO. U. C.
Char IPS A. Rairuls
and Associates
POST OFFICE BOX 1126 -SWANSBORO, N. C. 28584
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1 TELEPHONE [phone] I
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Land Surveyor do hereby certify that I have suer- crec q
viOsd the property as shown hF;reon in accordancre -GZ (DETA IL5
.v?fi:The.Standardstof Practice'•Far Land Survey- date rev. ,POr2TIOt..1 Of-
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pro!. no. g\VALJSI.URo TW6P.I OLI'JLOW CO. fJ.G.
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Chnr!es A. Palrnile
and Associates'
POST OFFICE BOX 1126 - SWANSBORO, N. C. 28584 c-l } r t t??
TELEPHONE[phone]
SOU1HCti4 YnUIO - GALCNSj0X0 Nb 41

ZONING CERTIFICATE
.. Town of Swansboro
North Carolina
This iocu-ment. constituter .hc zoning certificatc
an,d 13 the zoning approval for the property, constructions
amb conditions as listed hFerin:
DA E s tL.&eV C`
LOCATION OF PROPEaBM /'k
PROPERTY OWNER: +7.10 I- Ll" ?a.?1 ?C. 1
PROPERTY 'ZONING :aESIGNATIO/N' f?F?ee.4? ?r,rEss - 2
AWHORIZED USES :
CONDITIONAL REQ`aREMENTSsr r
SET' BACKS s.Qnn/r ?5- ??, _/oar:, ? e - /Q.n.J
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PARKING s J?.S • T ?Sll `l'sc'c .: uS' c??/E ?? Aoz)irin J?_L
.? `C-s ?r? .t"ECL??4 ?••?4a/
SIGNS:
SPECIAL U,E PERM Iif s
CONDITION:iL USE PPMMITS
I TPACT FE:S s

Z iP -ON FE S s e "?e) 4-
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T`ils zoning certi{'irate is va1td. for the period of
one (1) year f:om the -above date axA 1.s not to be used
for an.j, purpos-.3. other t tan herein m?pevlfled.
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Registered F f
Lapd Surveyor do heishy certify thrd ['have Sur- ctlec3s2d
veyed tha property at shown hereon ii-accordance dat&, t v?jto? ar ?ojE? jAK t-? r1°ki.- f wT? PtJt°-t?r1
with The Standards of Practice For hand Survey-
sc"a 7µAnl?WF? r/?aP.? nil Low/ coJt?j?,
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my In'forth Carolina.. J
prod. nm _
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and Associates f .

POST OFFICE BOX 1126 -SWANSBO RO, N. C. 285B4 ,
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TELEPIIONE (919) 32G-1408
SOUrHM4 rnUTO GRUW-bURU 'JOW41 ,
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Land 'Surveyor do. hereby certiftti that I have sur- Hdtamrev.
voyed the property.as shown herama in accordance
with T.he Standar,% of Practice F-cr Land Survey ? k rto? °( I?o(GL (AV-r?P1 f G ???)E (?(? DI?I??'?
my in North Carolina: s¢ ?e?' ??WatISI?Co rW f? otisl os ?o?iJ ?? ,L .
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TELEPHONE [phone]

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IN REPLY REFER TO
Regulatory Branch
DEPARTMENT OF THE ARMY
WILMINGTON DISTRICT, CORPS OF ENGINEERS
P.O. BOX 1890
WILMINGTON, NORTH CAROLINA 28402.1890
November 20, 1986
SUBJECT: File No. SAWC087-N-067-0037
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:
RECEIVED
NOV 24 1986
WATER QUALITY SECTION
OPERATIONS BRANCH
Reference the application of Topland Corporation, represented
by Mr. James W. Bean, Sr., for a Department of the Army permit to
construct and backfill a bulkhead and to construct a boardwalk and
piers associated with a condominium development on the White Oak
River in Swansboro, Onslow 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 bulkhead will be positioned in strict accordance with
permit plans.
b. All backfill materials will be obtained from an upland
source and confined landward of the permitted bulkhead.
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. 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.

-2-
e. If the display of lights and signals on the authorized
structure is not otherwise provided for bylaw, 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.
f. It is possible that the authorized structure may be
damaged by wavewash from passing vessels. The issuance of this
permit does not relieve the permittee from taking all proper steps
to ensure the integrity of the permitted structure and the safety
of moored boats from damage by wavewash. The permittee will not
hold the United States liable for any such damage.
g. 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 transferring it to a third
party.
h. 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. Hugh Heine,
telephone [phone].
Sincerely,
Charles W. Hollis
Chief, Regulatory Branch

-3-
Copies Furnished:
?Ir. William Mills
Water Quality Section
Division of Environmental
Management
North Carolina Department
Natural Resources and
Community Development
Post Office Box 27687
Raleigh, North Carolina
of
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, NOAH
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