168-96 TX/Renewal Snows Cut Marina Townhouses (2)

Permit Class
AMENDED
STATE OF-NORTH'
CAROLINA
Department of Envir'ontn>.ent°Healti%•&Natural Resources
Major Development in an Area.of Envtronmental Concern
pursuant to NCdS
Excavation and/or filling pursuant to NCGS 113-229
Permit Number
168-96
Issued to Snows Cut Marina Townhouses. c/o Northcrest Investment Co., 803 Canal Dr., Carolina Beach, NC 28428
authorizing development in New Hanover County at Myrtle Grove Sound, immed. South of Snows Cut
, as requested in the permittee's application dated 8/7/96 including attached work plan drawings
for marina and upland construction, 8 sheets dated received 8/9/96 and "Dredge Plan" dated received 8/29/96.
This permit, issued on \ — 3 \ — R %A , 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
be subject to a fine, imprisonment or civil action; or may cause the permit to be null and void.
1) This permit amendment authorizes, in addition to the upland residential development, the manna
development for which review under the North Carolina Environmental Policy Act concluded on
January 13, 1997.
Marina Basin Excavation
2) In order to protect juvenile shrimp and frnfish populations, no excavation or filling will be permitted
between April 1 and September 30 of any year without the prior approval of the Division of Coastal
Management, in consultation with the Division of Marine Fisheries.
(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, 1999
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 DEHNR and the
Chairman of the Coastal Resources Commission.
Roger N. hec'ter, Director
'Division of Coastal Management
This permit and its conditions are hereby accepted.
Signature of Pemrittee

Snows Cut Marina Townhouses
3 s,t'w
ADDITIONAL 'CONDITIONS
5
--
­71
3) Excavation shall not be conducted any 'closer than 010' from the waterward edge of the coastal marsh. t,
4) Excavation will not exceed 6 feet below the mean'low
wwater j(MLW) elevatioI
5) No marsh grass will be excavated and/or filled
6) -, The _temporary placement o'r'd6uble.-h-ati-dliri.g"7o"f I ri ate
vegetated wetlands is not ziiithoriz'e'd'.'-_7
7) :All excavated materials -will be confined above mean high water and landward of r6&'Idrly, o
irregularly flooded marsh behind adequate dikes or6tiher retaining structures'topi6irefitspiII&VIefo
solids into anymarsh or surrounding waters.
8) The disposal area effluent will be -contained by pipe, trough,'or similar device to a point at or bey
the mean low water level to prevent gully erosion and unnecessaryary siltatioI
9) The terniinal end of the pipeline will be positioned at or'gieat6r than flo feet(50') from any part
7,
of the dike'and a maximum distance from spillways to allow settlement of.suspien e solids f
10) A water control structure will be installed at th6`intake end of the effluent pipe to assure compliance
with water quality standards.
11) The diked disposal area will be constructed a sufficient distance from the mean high water level or
any marsh to eliminate the possibility of dike erosion into or upon any marsh or surrounding waters.
12) The activity will be conducted in such a manner as to prevent a significant increase in turbidity.
outside the area of construction or c ' significant. construction -related discharge. Increases such that the bidity
the
e water body is 25 NTUs or less are not considered m cant.
NOTE: The Division of Water Quality approved the excavation aspect of the projecton 066be9
1996 under General Water Quality Certification No. 3025.
Dock Co�stm�tionifid Ma-n*na Oneration
13) Prior to construction of new docks, an'Easement must be approved by -the State
Dept. of Adriiinistration (telephone: [phone]).
14) All structures must be built a minimum of eighty (80) feet from the near edge -of
- Intracoastal Waterway (AIWW).

< ' / `,� ' c +" }.. t„"1rr - :l '.-^� , )°' .t Mwa� \' �`i ^1f-'tv r r { .y ro +. ',(-`� r ,� •.
•i, s ,., e � rude •.� K�,Yt r 1. - a Ktr rY�`Li °�' 'C , ':
3nowa Cut Marina Townhouses , Pei mrt #1§8 96 n
Page 3 of 4
•ADDITIONAL CONDITIONS
15) Prior to occupancy of any new slips authorized by this permit, the permittee will install and maintain'
for the life of the project,'a pump -out facility to service boats with holding tanks.-
..tj y:
r._ �7P". .;i F
:16) The marina will display a sign showing the location of the onsite pumpout facility, mcludmg other r'
appropriate waste disposal iiformatron; at the eiitcance and exit from the main pier
17) "- No `sewage, whether treated or untreated, shall_be discharged at any time from boats using the o
marina. Any sewage discharge at the marina shall be considered a violation of this peinut for_which';'`:
the permittee is responsible..This prohibition shall be applied and enforced throughoutthe entire
existence of the permitted structure
18) - This permit atithorizes only the docks, piers, and other `structures and uses located in or:over the
water that are expressly -and specifically set forth in the pemiit application -No other `siructures.
whether floating or stationary, may ,become a- permanent part;of this marina without permit k
modification. No non waterfdependeii'tnses of structures may be5conducted on, m, or over public
trust waters without permit modification
19) No attempt will be made by the permittee to prevent the full and free use by the public of all
navigable water 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. -
20) 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. The pemuttee will not hold the ,
United States liable for any such damage.
21) The permittee will maintain the authorized work in good condition and in conformance with the
terms and conditions of this permit. The permittee is not relieved of this requirement if he abandons
the permitted activity without having the permit transferred to a third party.
Upland Development and -General ,
22) The boardwalk connecting the northern docking system to the existing pier to the south must be' ;
situated over open water:zn
23) The Division of Water Quality authorized upland development on October 1, 1996 under r
Stormwater Management Permit No.- `2Any violation o_ f the stormwate_r management
permit will be considered a violation of this CAMA permit.

ti
1A 1 A
'To r _#168 Snows Cut Marina wnhouses Peinift -96
_'­"Plio 4 of 4
ADDITIONAL CONDITIONS-,--,.,
24) All bulkhead construction or repair will take place landward of wetlands.'°. - - 25) -------
proje ' building ,-.Jh�resideniial project will be'c'kried out in keepinj with all locdl state b'uiland
regulations.
knowm historic or drchaeologic while
26) Il'the pern�itiCediscovers--'a-n-ypr—ev.iously'ihi al
... accomplishing the*auth6n"*zed work, -he will itifinediately notify the Wilffiiiigton District Engmeer4,-.:,`;
.who will initiate the required State/Federal coordination.
i NOTE: An Erosion and Sedimentation Control iila-r�rfl I be iequured for this project.- This plan
must be filed at least thirty (30) days prior to the beginning of any land -disturbing
activity. Submit this plan to the Dept. of E6ironnient, Health and Natural Resources,
Land Quality Section, 127 Cardinal Drive Extension, Wilmington','NC 28405.
..j

-11
State of North Carolina
Department of Environment,
Health and Natural Resources
Division of Water Quality
James B. Hunt, Jr., Governor
Jonathan B. Howes, Secretary
A. Preston Howard, Jr., P.E., Director
AFT ��'!?AVFA
[DEHNFit
March 13, 1997 �p 3
Mr. William E. Dansey, Jr., Manager p' -v2•� tj C� G
Ellsworth -Sloan, LLC
Post Office Box 443
Greenville, North Carolina 27858
< Subject: Permit No. SW8 960805 9
Snows Cut Marina Townhomes
High Density Townhome Stormwater Project
Dear Mr. Dansey: New Hanover County
The Wilmington Regional Office received a request to transfer the ownership of the subject Stormwater Management Permit
Application for Snows Cut Marina Townhomes on March 6, 1997. Staff review of the plans and specifications has determined
that the project, as proposed, will comply with the Stormwater Regulations set forth in Title 15A NCAC 2H.1000. We are
forwarding Permit No. SW8 960805 dated March 13, 1997, for the construction of Snows Cut Marina Townhomes.
This permit shall be effective from the date of issuance until March 13, 2007, and shall be subject to the conditions and
limitations as specified therein. Please pay special attention to the Operation and Maintenance requirements in this permit.
Failure to establish an adequate system for operation and maintenance of the stormwater management system will result in
future compliance problems.
If any parts, requirements, or limitations contained in this permit are unacceptable, you have the right to request an ajudicatory
hearing upon written request within thirty (30) days following receipt of this permit. This request must be in the form of a
written petition, conforming to Chapter 150B of the North Carolina General Statutes, and filed with the Office of Administrative
Hearings, P.O. Drawer 27447, Raleigh, NC 27611-7447. Unless such demands are made this permit shall be final and binding.
If you have any questions, or need additional information concerning this matter, please contact Linda Lewis, or me at (910)
395-3900.
Sincerely,
l�l CMG- S��I�V�f
Rick Shiver, P.G.
Acting Regional Water Quality Supervisor
RSS/arl: S:\WQS\STORMWAT\PERMIT\960805.MAR
cc: David Hollis, P.E.
Tony Roberts, New Hanover County Inspections
Tere Barrett, DCM
Linda Lewis
John Parker, DCM Raleigh
Wilmington Regional Office
Central Files
P.O. Box 29535, Raleigh, North Carolina 27626-0535 Telephone [phone] FAX [phone]
An Equal Opportunity Affirmative Action Employer

State Stormwater Management Systems
Permit No SWR 96DRO5
STATE OF NORTH CAROLINA
DEPARTMENT OF ENVIRONMENT, HEALTH AND NATURAL RESOURCES
DIVISION OF WATER QUALITY
HIGH DENSITY DEVELOPMENT
In accordance with the provisions of Article 21 of Chapter 143, General Statutes of North Carolina as amended,
and other applicable Laws, Rules, and Regulations
PERMISSION IS HEREBY GRANTED TO
North Crest Investment Company
Snows Cut Marina Townhomes
New Hanover County
FOR THE
construction, operation and maintenance of a detention pond in compliance with the provisions of 15A NCAC
211 .1000 (hereafter referred to as the "stormwater rules') and the approved stormwater management plans and
specifications and other supporting data as attached and on file with and approved by the Division of Water
Quality and considered a part of this permit.
This permit shall be effective from the date of issuance until March 13, 2007 and shall be subject to the following
specified conditions and limitations:
I. DESIGN STANDARDS
1. This permit is effective only with respect to the nature and volume of stormwater described in the application and other
supporting data. All runoff from the built -upon area on the project must be directed into the stormwater treatment
system.
2. This stormwater system has been approved for the management of stormwater runoff as described on page 3 of this
permit, the Project Data Sheet. The stormwater control has been designed to handle the runoff from 136,343 square
feet of impervious area.
3. Approved plans and specifications for this project are incorporated by reference and are enforceable parts of the
permit.
2

L
A
State Stormwater Management Systems
permit Nn. SWR 96004
Project Name:
Permit Number:
Location:
Applicant:
Mailing Address:
Application Date:
Water Body Receiving Stormwater Runoff:
Classification of Water Body:
If Class SA, chloride sampling results:
Pond Depth:
Permanent Pool Elevation:
Total Impervious Surfaces Allowed:
Offshe Area entering Pond:
Green Area entering Pond:
Required Surface Area:
Provided Surface Area:
Required Storage Volume:
Provided Storage Volume:
Temporary Storage Elevation:
Controlling Orifice:
DIVISION OF WATER QUALITY
PROJECT DATA SHEET
Snows Cut Marina Townhomes
SW8 960805
New Hanover County
Mr. William E. Dansey, Jr. Manager
Ellsworth -Sloan, LLC
Post Office Box 443
Greenville, North Carolina 27858
August 9, 1996; ownership transfer March 6, 1997
Carolina Beach Yacht Basin
"SB"
N/A
7.5 feet
4.2 MSL
136,343 square feet
N/A
54,450 square feet
4,527 square feet
5,800 square feet
11,021 cubic feet
13,567 cubic feet
6 MSL
1.5" pipe
3

State Stormwater Management Systems
Permit No. SWR 960ROS
4. The tract will be limited to the amount of built -upon area indicated on page 3 of this permit, and per approved plans.
The permittee is responsible for verifying that the proposed built -upon area does not exceed the allowable built -upon
area.
6. The following items will require a modification to the permit:
a. Any revision to the approved plans, regardless of size.
b. Project name change.
C. Transfer of ownership.
d. Redesign or addition to the approved amount of built -upon area.
e. Further subdivision of the project area.
f. Filling in, altering, or piping of any vegetative conveyance shown on the approved plan.
In addition, the Director maydetermine that other revisions to the project should require a modification to the permit.
The Director may notify the permittee when the permitted site does not meet one or more of the minimum requirements
of the permit. Within the time frame specified in the notice, the permittee shall submit a written time schedule to the
Director for modifying the site to meet minimum requirements. The permittee shall provide copies of revised plans
and certification in writing to the Director that the changes have been made.
II. SCHEDULE OF COMPLIANCE
1. The permittee will comply with the following schedule for construction and maintenance of the stormwater management
system:
a. The stormwater management system shall be constructed in it's entirety, vegetated and operational for it's
intended use prior to the construction of any built -upon surface except roads.
b. During construction, erosion shall be kept to a minimum and any eroded areas of the system will be repaired
immediately.
2. The permittee shall at all times provide the operation and maintenance necessary to assure the permitted stormwater
system functions at optimum efficiency. The approved Operation and Maintenance Plan must be followed in it's entirety
and maintenance must occur at the scheduled intervals including, but not limited to:
a. Semiannual scheduled inspections (every 6 months).
b. Sediment removal.
C. Mowing and revegetation of side slopes.
d. Immediate repair of eroded areas.
e. Maintenance of side slopes in accordance with approved plans and specifications.
f. Debris removal and unclogging of outlet structure, orifice device and catch basins and piping.
g. Access to the outlet structure must be available at all tunes
3. Records of maintenance activities must be kept and made available upon request to authorized personnel of DWQ.
The records will indicate the date, activity, name of person performing the work and what actions were taken.
4. This permit shall become voidable unless the facilities are constructed in accordance with the conditions of this permit,
the approved plans and specifications, and other supporting data.
4

State Stormwater Management Systems
Permit Nn. SWR 960R04
5. Upon completion of construction, prior to issuance of a Certificate of Occupancy, and prior to operation of this
permitted facility, a certification must be received from an appropriate designer for the system installed certifying that
the permitted facility has been installed in accordance with this permit, the approved plans and specifications, and other
supporting documentation. Any deviations from the approved plans and specifications must be noted on the
Certification.
6. A copy of the approved plans and specifications shall be maintained on file by the Permittee for a minimum of ten years
from the date of the completion of construction.
III. GENERAL
1. This permit is not transferable. In the event there is a desire for the facilities to change ownership, or there is a name
change of the Permittee, a formal permit request must be submitted to the Division of Water Quality accompanied by
an application fee, documentation from the parties involved, and other supporting materials as may be appropriate.
The approval of this request will be considered on its merits and may or may not be approved.
2. Failure to abide by the conditions and limitations contained in this permit may subject the Permittee to enforcement
action by the Division of Water Quality, in accordance with North Carolina General Statute 143-215.6A to 143-
215.6C.
3. The issuance of this permit does not preclude the Permittee from complying with any and all statutes, rules,
regulations, or ordinances which may be imposed by other government agencies (local, state, and federal) which have
jurisdiction.
4. In the event that the facilities fail to perform satisfactorily, including the creation of nuisance conditions, the Permittee
shall take immediate corrective action, including those as may be required by this Division, such as the construction
of additional or replacement stormwater management systems.
5. The permittee grants DEHNR Staff permission to enter the property for the purpose of inspecting all components of
the permitted stormwater management facility.
6. The permit may be modified, revoked and reissued or terminated for cause. The filing of -a request for a permit
modification, revocation and reissuance or termination does not stay any permit condition.
Permit issued this the 13th day of March, 1997.
NORTH CAROLINA ENVIRONMENTAL MANAGEMENT COMMISSION
tLt'C 1/ � (---, i �/ Cf
A. Preston Howard, Jr., P.E., Director
Division of Water Quality
By Authority of the Environmental Management Commission
Permit Number SW8 960805

State Stormwater Management Systems
Permit Nn SWR 960RO5
Snows Cut Marina
Stormwater Permit No. SW8 960805
New Hanover County
Engineer's Certification
1, , as a duly registered Professional Engineer in the State of North Carolina,
having been authorized to observe (periodically/weekly/full time) the construction of the project,
for (Project Owner) hereby state that, to the best of my abilities, due care and
diligence was used in the observation of the project construction such that the construction was observed to be built within
substantial compliance and intent of the approved plans and specifications.
Noted deviations from approved plans and specification:
Signature
Registration Number
Date
SEAL
1.1

DEPARTMENT
WILMINGTON DISTRICT, CORPS OF ENGINEERS
P.O. BOX 1890
WILMINGTON, NORTH CAROLINA 28402.1890
May 29, 1997
IN REPLY REFER M
Regulatory Branch R� /(�
Action ID No. 199603443 and State Permit No. 168-96 �/0 C`lt O
ppgsTq`�q pg
Snows Cut Marina Townhouses N�CF�Ij�
c/o Northcrest Investment Company NT
803 Canal Drive
Carolina Beach, North Carolina 28428
Gentlemen:
Through coordination with the North Carolina Division of Coastal
Management, we have learned of the amendment to your State permit that'
authorizes you to construct an upland, residential development adjacent to
Carolina Beach Yacht Basin, south of Snow's Cut, Carolina Beach, New Hanover
County, North Carolina. This amendment provides marina development.
Your revised proposal has been reviewed and is consistent with the
provisions and objectives of general permit No. CESAW-CO80-N-000-0291.
Therefore, you may accomplish the additional work in strict accordance with
your amended State authorization and the enclosed plans. Failure to comply
with the State authorization or conditions of the general permit could result
in civil and/or administrative penalties.
If there is a need to extend the duration of this Federal authorization,
or if any additional change in your work is required because of unforeseen or
altered conditions or for any other reason, a written request for renewal of
authorization or plans revised to show any change must be sent promptly to
this office and the North Carolina Division of Coastal Management before
continuing work or doing any change or alteration. Such action is necessary
as specific renewal of authorization must be obtained or revised plans must be
reviewed and the authorization modified. A request for extension of
authorization must be received no later that thirty (30) days before
expiration of the permit.
Questions or comments may be addressed to Mr. Jeffery Richter, Wilmington
Field Office, Regulatory Branch, telephone [phone].
Sincerely,
Clifford Winefordner
Chief, South Section
Regulatory Branch
Enclosures

-2-
Copies Furnished (without enclosures);
Mr. John parker
Division of Coastal Management
th Carolina Department of
Environment, Health and
Natural Resources
Post Office BOX 27687
Raleigh, North Carolina 27611-7687
Mr. C. Robert Stroud, Jr.
Wilmington Regional Office
North Carolina Division of
Coastal Management
127 Cardinal Drive Extension
Wilmington, North Carolina 28405-3845

Form DCNI-NIP-1
APPLICATION
(To be completed by all applicants)
b. City, town, community or landmark
I. APPLICANT ��TzQLIU& Be I N .r—.
a. Landowner:
Name &AZTWOM17T JW\15127ME1JT Co.
Address 803 CAQ&L DeI%/E
City CN? UL 3'& 15F�AC4 State I.1G
yta
Zip 284ZS Day Phone 45f3'o4S7
Fax 510 - Lf1 k'C- Y-C 9
b. Authorized Agent:
Name �5TE-VE tAArC01Z2 {
Address ®03 GL\Nl�L D21�1E
City WQOLIIUA State 1JG
y/ o --
Zip 28428 Day Phone [phone]
Fax 9 / ° -
c. Project name (if any) 15fWU)12 C_uT
MJs24NA TowtiNovSE'�;'
NOTE: Permit wilt be issued in name of 4rdowncr(i), and/or
project name.
2. LOCATION OF PROPOSED
PROJECT
a. County 1,1SVI Ei/ Nov
C. Street address or secondary road number
Et3D oF SPETL F&2Lav1 t�12
d. Is proposed work within city limits or planning
jurisdiction? ✓Yes No
e. Name of body of water nearest project (e.g. river,
creek, sound, bay) WQTLE 6N v/E
3. DESCRIPTION AND PLANNED USE
OF PROPOSED PROJECT
a. List all development activities you propose (e.g.
building a home, motel, marina, bulkhead, pier, and
excavation and/or filling activities.
BUILD 3LTo ,pHco56S, r—UJS 6tX6'
b. Is the proposed activity maintenance of an existing
project, new work, or both? ►.iEu.(
c. Will the project be for public, private or commercial
use? P fZl �l1�TF
d. Give a brief description of purpose, use, methods of
construction and daily operations of proposed
Project. If more space is needed, please attach
additional pages. G �0 E }-� JS U
L�IJIVY A$ )n t 6 EKISTJ NCI
1 >° -!.I � IJA 7 aD LaC V t A l f
,✓
Revised 03/95

, Form DCM-MP-1
4. LAND AND WATER
CHARACTERISTICS
a. Size of entire tract A-31 = Act
b. Size of individual lot(s) Q A.
c. Approximate elevation of tract above MHW or
NWL +e. D
in. Describe existing wastewater tr tment facilities.
C.11¢O Ll ► h Sy5TE-,#1
n. Describe location and type of discharges to waters
of the state. (For example, surface runoff, sanitary
wastewater, industrial/commercial effluent, "wash
down" and residential discharges.)
miolMAL 6L)REAGE evUr7 F
oN LY
d. Soil type(s) and texture(s) of tract o. Describe existing drinking water supply source.
e. Vegetation on tract bV-E,&S O� SPA
5am�
f. Man-made features now on tract EXKTI NTa
M&P-40A W1 REL&TEn FAOUT/eS
g. What is the CAMA Land Use Plan land
classification of the site? (Consult the local land use plan.)
/f
iConservation __. Transitional
✓ Developed Community
Rural Other
h. How is the tract zoned by local government?
/t1 b°-1
i. Is the proposed project consistent with the applicable
zoning? _v.�' Yes No
(Attach zoning compliance cerrificate, i(applicable)
j. Has a professional archaeological assessment been
done for the tract? Yes _ /No
If yes, by whom?
k. Is the project located in a National Registered
Historic District or does it involve a National
Register listed or eli ible property?
Yes No
1. Are there wetlands on th ite? —Yes No
Coastal (marsh) Other /
If yes, has a delineation been conducted? ✓
(Attach documentation, if available)
5. ADDITIONAL INFORMATION
In addition to the completed application form, the
following items must be submitted:
• A copy of the deed (with state application only) or
other instrument under which the applicant claims title
to the affected properties.. If the applicant is not
claiming to be the owner of said property, then
forward a copy of the deed or other instrument under
which the owner claims title, plus written permission
from the owner to carry out the project.
• An accurate, dated work plat (including plan view
and cross -sectional drawings) drawn to scale in black
ink on an 8 1/2" by II" white paper. (Refer to
Coastal Resources Commission Rule 7J.020i for a
detailed description.)
Please note that original drawings are preferred and
only high quality copies will be accepted. Blue -line
prints or other larger plats are acceptable only if an
adequate number of quality copies are provided by
applicant. (Contact the U.S. Army Corps of
Engineers regarding that agency's use of larger
drawings.) A site or location map is a part of plat
requirements and it must be sufficiently detailed to
guide agency personnel unfamiliar with the area to the
Revised 03/95

Form DC]N-NIP-1
site. Include highway or secondary road (SR)
numbers, landmarks, and the like.
• A Stormwater Certification, if one is necessary
• A list of the names and complete addresses of the
adjacent waterfront (riparian) landowners and
signed return receipts as proof that such owners
have received a copy of the application and plats
by certified mail. Such landowners must be advised
that they have 30 days in which to submit comments
on the proposed project to the Division of Coastal
Management. Upon signing this form, the applicant
further certifies that such notice has been provided.
Name VA1,31EL 'P CJSPPA
Address Soo t3E\ 1F02T Q064�
Phone AGj-{ ESTEIzf NY 146 2 Z -3ooZ
Name h56%"(EZ2
Address PO• E36 X 2-2
Phone C&ROU 3& BE l I`_�
2f34Z8
Name
Address
Phone
• A list of previous state or federal permits issued for
work on the project tract. Include permit numbers,
permittee, and issuing dates.
I1-c-.F 9
• A check for $250 made payable to the Department of
Environment, Health, and Natural Resources
(DEHNR) to cover the costs of processing the
application.
• A signed AEC hazard notice for projects in
oceanfront and inlet areas.
• A statement of compliance with the N.C.
Environmental Policy Act (N.C.G.S. 113A - 1 to
10) If the project involves the expenditure of public
funds or use of public lands, attach a statement
documenting compliance with the North Carolina
Environmental Policy Act.
6. CERTIFICATION AND PERMISSION
TO ENTER ON LAND
I understand that any permit issued in response to this
application will allow only the development described in
the application. The project will be subject to conditions
and restrictions contained iR the permit.
I certify that to the best of my knowledge, the proposed
activity complies with the State of North Carolina's
approved Coastal Management Program and will be
conducted in a manner consistent with such program.
I certify that I am authorized to grant, and do in fact,
grant permission to representatives of state and federal
review agencies to enter on the aforementioned lands in
connection with evaluating information related to this
permit application and follow-up monitoring of the
project.
I further certify that the information provided in this
application is truthful to the best of my knowledge.
This is the day of ` Le 19
Print Name
Landowner or Authoryed Agc
Please indicate attachments pertaining to your proposed
project.
✓DCM MP-2
Excavation and Fill Information
✓DCM MP-3
Upland Development
_ DCM MP-4
Structures Information
DCM MP-5
Bridges and Culverts
y/ DCM MP-6
Marina Development
NOTE. Please sign and date each attachment in the
space provided at the bottom of each form.
Revised 03/95

Form DCNI-NIP-2
EXCAVATION
AND FILL
(Except bridges and culverts)
Attach this form to Joint Application for CAMA Major
Permit, Form DCM-MP-I. Be sure to complete all
other sections of the Joint Application that relate to this
proposed project.
Describe below the purpose of proposed excavation or
fill activities. All values to be given in feet.
Access
channel
(MLW) or (NWL)
Canal
Boat IV a �
basin
es'; g btrl
Boat
ramp
Rock
groin
Rock
breakwater
Other
(Excluding
shotcline
stabilization)
Average Final
Existing Project
Length Width Depth Depth
NIA
/9 A
A
/V1
s i � Tj ;77—L,
,�I�--
,l
AUG 0 9 1996
DIVISiuty OF
COASTAL MAr4AGEMENT
1. EXCAVATION
a. Amount of material to be excavated from below
MHW or NWL in cubic yards 30.000
b. Tyke of material to be excavated
yo 5,+wj /0 `, 14,J
c. Does the area to be excavated include coastal
wetlands (marsh), submerged aquatic vegetation
(SAVs) or other wetlands? _ Yes x No
d. Highground excavation in cubic yards IV 0,v42—
2. DISPOSAL OF EXCAVATED
MATERIAL
a. Locatio9 of disposal area
b. Dimensions of disposal area
y� ,r30 0
c. Do you claim title to disposal area?
Yes _ No
If no, attach a letter granting permission from the
owner.
51
Will a disposal
maintenance? _
If yes, where? _
area be available for future
Yes X No
Revised 03/95

Form•DCM-MP-2
e. Does the disposal area include any coastal wetlands
(marsh), SAVs or other wetlands?
Yes X No
f. Does the disposal include any area in the water?
Yes X_ No
3. SHORELINE STABILIZATION 111/A
a. Type of shoreline stabilization
Bulkhead Riprap
0
r-M
If yes,
(1) Amount of material to be placed in the
water Nl a
(2) Dimensions of fill area /1- , ,1-
(3) Purpose of fill
b. Will fill material be placed in coastal wetlands
(marsh), SAVs or other wetlands?
Yes X No
If yes,
(1) Dimensions of fill area
AUG 0 9 (2) Purpose of fill
Length IVlblv,v OF —
Average distance waterward of MHW or NWL`STAL M.
d. Maximum distance waterward of MHW or NWL
e. Shoreline erosion during preceding 12 months
(Source of information)
f. Type of bulkhead or riprap material
g. Amount of fill in cubic yards to be placed below
water level
(1) Riprap
(2) Bulkhead backftll
h. Type of fill material
i. Source of fill material
4. OTHER FILL ACTIVITIES
(Excluding Shoreline Stabilization)
a. Will fill material be brought to site?
Yes _ No
5. GENERAL
a. How will excavated or fill material be kept on site
and erosion controlled? 1&.✓64W eed i nJ
b. What type of construction equipment will be used
(for example, dragline, backhoe, or hydraulic
dredge)?
11N1.a.� Lize�
c. Will wetlands be cussed in transporting equipment
to project site? _ Yes -_2L No
If yes, explain steps that will be taken to lessen
environmental impacts.
Appli t or�Projectt Name '
Signature
P/715;
Date
Revised 03195

Fcrm DCM-IVIP-3
UPLAND
DEVELOPMENT
(Construction and/or land disturbing activities)
AUG C 9 195i
Uiv�ci._i r: OF
_'DASTAL MAfdAGEMEI�T
Attach this form to Joint Application for CAMA Major It. Projects that require a CAMA Major Developmen
Permit, Form DCM-MP-1. Be sure to complete all
Permit may also require a Stormwater Certification.
other sections of the Joint Application that relate to this
Has a site development plan been submitted to the
proposed project.
Division of Environmental Management for review?
a. Type and number of buildings, fact(toes, units or
_,,K— Yes No
If yes, date submitted 2-719
structures prpposed 3(9 74_QWQl- nU5g=- LA ITej
1-cu)BHU(K'E i.
Describe proposed method of sewage disposal.
b. Number of lots or parcels 3t!e
\4(I LL Ce0Qk1i L7' To tit CS(AW
S` P_rENi
j.
c. Density (give the number of resident' Al units and the
Have the facilities described in Item i. above
received state or local approval? `/1 �
units per acre) 3t�p / p
-
(Atrach appropriate domnwmation) `
k.
Describe location and type of proposed discharges to
d. Size of area to be graded, filled or disturbed
waters of the state (for example, surface runoff,
including roads, ditches, etc. 3 t'o I'
sanitary wastewater, industrial/commercial effluent,
"wash down" and residential discharges).
S
e. If the proposed project will disturb more than one
Di lly To ROPQS@ fJFTF 7]dii
acre of land, the Division of Land Resources must
receive an erosion and sedimentation control plan at
least 30 days before land disturbing activity begins. 1.
Describe proposed drinking water supply source
If applicable, has a sedimentation and erosion
(e.g well, community, public system, etc.)
control plan been submitted to the Division of Land
C6To Midy J p ai
Resources? X _ Yes No
SYSTEI`A
If yes, date submitted in.
Will water be impounded? Yes No
_
If yes, how many acres?
f. List the materials (such as marl, paver stone,
asphalt, or concrete) to be used for paved surfaces, n.
�/�
If the project is a oceanfront development, when
-ASP �—�j� P%`i! S
was the lot(s) platted and recorded?
g. Give the percentage of the tract within 75 feet of
Applic5nt or Project Name
MHW or NWL, or within 575 feet in the case of an
Outstanding Resource Water, to be covered by
Signature'
impervious and/or built -upon surfaces, such as
pavement, buildings, rooftops, or to be used for
vehicular driveways or parking. a Z
Date
Revised 03195

Form DCM-MP-4
STRUCTURES
(Construction within Public Trust Areas)
AUG 2 9 1996
g U, v i6iONpOF
Attach this form to Joint Application for CAMA Major e. MoCorriing-buoys�l)T*EMENT
Permit, Form DCM-MP-1. Be sure to complete all (1) _ Commercial _ Private
other sections of the Joint Application which relate to (2) Number
this proposed project. (3) Description of buoy
(Color, inscription, size, anchor, etc.)
a. Dock(s) and/or Pier(s)
(1) Commercial Community Private
(2) Number
(3) Length 9e" Yam ' (4) Width of water body
(4) Width G (5) Distance ' buoy(s) to be placed beyond
(5) Finger Piers _ Yes _ No shoreline
(i) Number /° 9
(ii) Length 3 cr-14C' f. Mooring structure (boatlift, mooring pilings, etc.) AIA
(iii) Width 3' --1" (1) _ Commercial _Community _ Private
(6) Platform(s) X Yes _ No (2) Number
(i) Number Z (3) Length
(ii) Length /V (4) Width
(iii) Width / ' 4G
(7) Number of slips proposed o 9 g. Othe (Give corWlere description)
(8) Proximity of structure to adjacent riparian 2.o,. ,Y//r l3Y X
property lines S. Si L 0 V S. d. 7 -C �
(9) Width of water body
(10) Water depth at waterward end of pier at
MLW or NWLf���
A* �19�g6
b. Boathouse (including covered lifts) e--
(1) Commercial Private
(2) Length /1/0 41% O-r- r e Sa,,-s7i "e
(3) Width Applicant or Project Name
c. Groin (e.g. wood, sheetpile, etc.) N14- signature
(1) Number Ze/f
(2) Length(s)
Date
a
Breakwater (e.g.
(1) Length
(2) Average
wetlands _
(3) Maximum
wetlands
wood, sheetpile, etc.)t✓IA
distance from MHW, NWL or
distance beyond MHW, NWL or
Revised 03/95

MARINA � � � s � I N e�i MAa, NA
�cCMa73
EVELOPRAUGD
��1 � 1NT 2 9 1996
(Required for the mooring of more than 10 vessels) DIVISION OF
COASTAL MA14AGEMENT
Attach this form to Joint Application for CAMA Major g. Typical boat length cia iv r y D
Permit, Form DCM-Mp-1. Be sure to complete all
other sections of the Joint Application that relate to this h. Maximum boat length ft'
proposed project.
i. Are any floating structures planned? _
1. MARINA CHARACTERISTICS If so, describe
a. Check below the type of marina proposed.
`� Commercial _ public 72!L Residential
b. Will the marina be open to the general public? 2" MARINA OPERATIONS
Yes X No
C. If there is residential development associated with a. Check each of the following sanitary facilitie
il] be included in the proposed project.
the marina, how many units or lots are planned and
how many are currently developed? Nc Office toilets /
Al �Y _� Toilets for patrons
Number —Z—�—
Location
d. Check all of the types of services to be provided. —a Showers ,++
O Full service, including travel lift and/or rail � Boat holding tank pumpout
Tye _and location_
Dockage, fuel, and marine supplies To /tt
—.X_ Dockage ("wet slips") only �
Number of slips /� S P,o/P, �y 4N, � /
Iv
Dry storage
��9�����s b• Describe treatment type and disposal location foi
Number of boats _ �!/�F s��y Wastewater. G, S
Y_ Boat ramps)
- AID Other (describe)
e. Check below the ro sed C. Describe the disposal of solid waste, fish offal s P po type of siting. tras disposal. /-,,L.. -E
Land cut and access channel n
Open water with dredging for basin and/or
channel
Open water, no dredging required d. How will overboard disch ge of sew ge from bo
Other (describe) - be controlled? L���� _
f. Describe the typical boats to be served (for example, i✓(v.1 ! . na�l�a
open runabout, charter boats, sail boats, mixed
types). e. Give the location and number of "No Sewag
Discharge" signs proposed
A/�-
Revised 03195

r
f. Describe the special design, if applicable, for
containing industrial type pollutants, such as paint,
sandblasting waste and petroleum products.
�l4
g. Where will residue from vessel maintenance be
disposed of? _= /1A
h. Give the number of channel markers and "No
Wake" signs proposed. No.,/ F
i. Give the location of fuel -handling facilities, and
describe the safety measures planned to protect area
water. quality. Ali>rJ�
j. Describe design measures that promote boat basin
flushing or circulation and that reduce water quality
impacts. 7t, 4W C/
k. What will be the marina policy on overnight and
live -board dockage? A/0.rr
Is the proposed marina located near anv shellfish
leases? Yes _ No
If yes, give the name and address of the leaseholder.
m. If this project is an expansion of an existing marina,
what types of services are currently provided?
n. How many slips are now available?
o. Is the marina proposed within a primary
secondary nursery area? Yes _:)!(- P
p. Is the marina proposed within an area opei
shellfish harvesting? Yes _ Nc
q. Give the location and number of "Puml
AvvaUa/ble" signs proposed. _/ J )
A
AiVicant Project Name
Signature
Date
DIVISION OF
COASTAL MANAGEMENT
Revised O3195

i
DIVISION OF COASTAL MANAGEMENT
FIELD INVESTIGATION REPORT
1. APPLICANT'S NAME: Northcrest Investment Corporation/Snow's Cut Marina Townhouses
2. LOCATION OF PROJECT SITE: Adjacent to the Carolina Beach Yacht Basin at the end of
Spencer Farlow Drive in Carolina Beach.
Photo Index - 1995: #240 Grid 8,9 - O & P 1989: Photo 178-11, Grid 4, 5, 6 - I, J, K
State Plane Coordinates- X: 2336000 Y: 113300
3. INVESTIGATION TYPE: CAMA/Dredge and Fill
4. INVESTIGATIVE PROCEDURE: Dates of Site Visit - April 23, 1996; August 28, 1996
Was Applicant Present- Yes
5. PROCESSING PROCEDURE: Application Received - cc: September 9, 1996
Office - Wilmington
6. SITE DESCRIPTION:
(A) Local Land Use Plan - Carolina Beach
Land Classification From LUP - Conservation/Developed
(B) AEC(s) Involved: ES, EW, PT
(C) Water Dependent: Yes
(D) Intended Use: Private/Commercial
(E) Wastewater Treatment: Existing - City Sewer
Planned - Same
(F) Type of Structures: Existing - Marina
Planned - Townhouses, Pool, Tennis Court, Marina
(G) Estimated Annual Rate of Erosion: N/A
Source - N/A
7. HABITAT DESCRIPTION: [AREA]
DREDGED FILLED OTHER
(C) Other- High Ground
10.9 ac
Open Water
4.5 ac
Shallow Bottom
4.6 ac
(D) Total Area Disturbed 20 acres
(E) Primary Nursery Area:
(F) Water Classification: SB Open: No
8. PROJECT SUMMARY: Applicant proposes to convert a small marina/boat repair operation
into a townhouse development, with pool and tennis court, and a 150 slip commercial marina.

Northcrest Investment Corporation/Snow's Cut Marina
Page Two
9. Project Description September 9, 1996
The project site is a 4.37 acre tract, averaging approximately 5' above mean sea level, adjacent to the
Carolina Beach Yacht Basin at the end of Spencer Farlow Drive in Carolina Beach. This tract is on
the mainland, approximately 500' south of the mouth of Snow's Cut. This property is currently
occupied by a boat repair business with a 56 slip marina. The high ground of the property is essentially
void of vegetation. The area has been compacted and utilized for the parking of cars and boats through
the years. The property is stabilized with a bulkhead. The purchase of this property included an offer
to purchase for the residential lot to the north of the marina property which has a small residence
existing. This property has no shoreline stabilization.
There is a fringe of S_ partina alterniflora adjacent to the bulkhead on the south end of the property.
There is an area of mixed marsh about mid -way through the lot, consisting of Snartina alterniflora,
Juncus roemerianus, Spatting patens, Iva frutescens, and Borrichia fratescens. The tract to the north
without a bulkhead has a significant amount of coastal wetlands, with Snartina alterniflora transitioning
to Juncus roemerianus, Iva frutescens, Borrichia frutescens, and SSvartina patens, then to high ground
grasses with live oaks. The bottom in this area of the yacht basin is predominantly sand, due to the
proximity to the mouth of the basin and Snow's Cut. There is no indication of a live shellfish resource.
The Carolina Beach Yacht Basin has municipal docks in the south end, single family docks on the east
side, and mostly community docking systems on the west side. There is only the entrance at the north
end into this closed basin which narrows consistently to the south. The Carolina Beach Land Use Plan
classifies the property as Developed on the high ground, with the Conservation classification for all
areas within CAMA Areas of Environmental Concern. The waters of the Basin are classified SB by
the DWQ. The DMF has not designated the area as Primary Nursery, and the basin is closed to the
taking of shellfish for consumption. The property owners of this tract and the tract to the south have
agreed by legal document to utilize a property line extension as the riparian corridor between the two
tracts. This was the more reasonable line because of the turn made by the federal channel at this point.
The applicant is proposing to excavate the area around the proposed marina, approximately 590' x 338',
to a mean low water depth of -6'. The excavation will come within 16' of the wetlands at its closest
point. Of the 4.6 acre bottom area proposed for dredging, 285' x 121', or .8 acres, have not been
dredged previously. The soundings in this area currently indicate approximately -3.0' mlw to +1.5'
mlw. The connecting water depth is approximately -6' mlw.
To accomplish a depth of -6' mlw, the applicant must remove approximately 30,000 cubic yards of
material. The material is to be removed hydraulically, and placed on the adjacent high ground.
Because of the high percentage of water in the spoil generated by this method of removal, the spoil area
must be capable of retaining approximately 60,000 to 90,000 cubic yards of material. The spoil will
be contained in 8' dike walls, with a 6' settling basin. The spoil area is approximately 300' x 400',
with inside dimensions of approximately 255' x 362'. This will accommodate approximately 20,513
cubic yards of material. Effluent will be returned to the basin through a pipe to the mean low water
line. Because this spoil area is insufficient for all the material to be removed, the applicant is
negotiating with the Corps of Engineers to utilize their spoil area in Snow's Cut for the remainder. The
water classification for Snow's Cut is SC.

r'
Northcrest Investment Corporation/Snow's Cut Marina
.P2ge Three
The onsite spoil area is to be graded after the spoil dries, and prepared for the necessary infrastructure
and townhomes. Approximately 3.6 acres will be graded for site preparation. The applicant will extend
connections to the Carolina Beach water supply and sewer system. The eight existing buildings of
varying sizes will be removed. The applicant will provide roadways, approximately 211 parking spaces,
a clubhouse, pool, and tennis courts. There are 36 townhomes proposed in a three building
Configuration. There are two stormwater retention ponds proposed. Within 75' of mean high water,
or the Estuarine Shoreline AEC, the impervious area is proposed for 22%.
There are 56 mooring slips existing in this marina. The applicant plans to reduce these to 41, but then
add 109 new slips, for a total of 150 boating slips. Thirty six of these are to be deeded with the
townhouse units; the other 114 will be sold or rented to the public. The configuration will be that of
two new piers to the south of the existing, and one to the north. The piers are proposed for 214', 390',
and 420' in length; all are to be 6' wide. There are to be 107 finger docks, 30' to 45' in length, and
3' to 5' in width. These, in addition to the remainder of the existing docks, will provide for 150
mooring slips, 15' to 21' in width, for boats with a typical length of 40' and a maximum length of 45'.
A boardwalk, 134' x 8' will connect the northernmost existing pier to the proposed pier to the north.
This boardwalk will be positioned over open water. There are two 16' x 16' gazebos proposed, at the
landward and waterward ends of the northern dock.
The docking system will terminate approximately 88' from the AIWW at its closest point. The northern
docks will be approximately 57' from the riparian corridor, while the southern dock leaves 0' from this
line, by mutual agreement. The proposed docks will extend 266' into the body of water on the south,
261' on the next dock to the north, and 265' on the dock to the extreme north. Although this exceeds
the 1/3 rule, the structures terminate short of the Carolina Beach Pier Head Line, which supersedes the
1/3 rule.
The applicant will provide a pumpout system connecting to the Carolina Beach municipal sewer system.
This will be located at the bulkhead, approximately 175' from the south end. There are to be no fuel
services associated with this marina. The boat maintenance business will be dismantled and the existing
fuel tanks will be removed. There will be a "Lock Head" policy, with 10 "No Sewage Discharge" signs
posted at the either end of each dock. A "Pumpout Available" sign will be posted with each of these.
An Environmental Assessment is being circulated concurrent with this field report.
10. Anticipated Impacts
The project as proposed will cause the disruption of approximately 34, 485 square feet of previously
undisturbed bottom area, removing approximately 12,500 cubic yards of sandy bottom material from
the system. The excavation will disturb another 164,500 square feet of previously excavated bottom
area, removing approximately 17, 700 cubic yards of sandy bottom material from the system. There
may be some concern about contaminants in the spoil being introduced into the groundwater by spoil
placement.
The marina will add 94 slips to the yacht basin (56 are existing currently, the finished total will be 150).
This docking system will incorporate approximately 4.5 acres of open water. With approximately 24%
of the docks intended for community use, the 27 square foot rule of Public Trust Incorporation should
not apply. The water quality impacts from the additional mooring and boating activity should be
minimal, due to the substantial flushing of this area. Navigation should be minimally impacted

Northcrest Investment Corporation/Snow's Cut Marina
Page Four
because the project recognizes the local pier head line, and, with the exception of the northern structure,
is further inside the basin than the existing docks.. Conversations with the Shellfish Sanitation Section
of the Division of Health Services has indicated there should be no additional shellfish closure from the
project.
Approximately 3.6 acres of high ground will be filled and graded for the project. Additionally,
assuming 8' dike walls and 6' settling basin, another 7.3 acres of high ground spoil area in Snow's Cut
will receive spoil from this proposal. Approximately 22% of the area within the estuarine shoreline will
be finished as impervious.
Submitted by: Tere Barrett Date: September 9, 1996 Office: Wilmington

State of North Carolina
Department of Environment,
Health and Natural Resources A
•
Division of Coastal Management James B. Hunt, Jr., Governor -
Jonathan B. Howes, Secretary E)E H N R
Roger N. Schecter, Director
February 3, 1997
Snows Cut Marina Townhouses
c/o Northcrest Investment Co.
803 Canal Drive
Carolina Beach, NC 28428
Dear Sir:
The enclosed permit constitutes authorization under the Coastal Area Management Act, and where applicable,
the State Dredge and Fill Law, for you to proceed with your project proposal. The original (buff -colored form) is
retained by you and it must be available on site when the project is inspected for compliance. Please sign both the
original and the copy and return the copy to this office in the enclosed envelope. Signing the permit and proceeding
means you have waived your right of appeal described below.
If you object to the permit or any of the conditions, you may request a hearing pursuant to NCGS 113A-121.1
or 113-229. Your petition for a hearing must be filed in accordance with NCGS Chapter 150B with the Office of
Administrative Hearings, P.O. Drawer 11666, Raleigh, NC 27611, [phone] within twenty (20) days of this
decision on your permit. You should also be aware that if another qualified party submits a valid objection to the
issuance of this permit within twenty (20) days, the matter must be resolved prior to work initiation. The Coastal
Resources Commission makes the final decision on any appeal.
The project plan is subject to those conditions appearing on the permit form. Otherwise, all work must be
carried out in accordance with your application. Modifications, time extensions, and future maintenance require
additional approval. Please read your permit carefully prior to starting work and review all project plans, as approved.
If you are having the work done by a contractor, it would be to your benefit to be sure that he fully understands all
permit requirements.
From time to time, Department personnel will visit the project site. To facilitate this review, we request that
you complete and mail the enclosed Notice Card just prior to work initiation. However, if questions arise concerning
permit conditions, environmental safeguards, or problem areas, you may contact Department personnel at any time for
assistance. By working in accordance with the permit, you will be helping to protect our vitally important coastal
resources.
Very sincerely,
John Parker, Jr.
Major Permits Processing Coordinator
JRP:jr/amw
Enclosure
P.O. Box 27687, N%q«,CAn
FAX [phone]
Raleigh, North Carolina 27611-7687 Equal Opportunity/Affirmative Action Employer
Voice919-733-2293 50%recycledjl0%post-consumer paper

1 l �oanix NAP
PRELIMINARY PLAT a _
SNOWS CUT MARINA TOWNHOUSES
\ t �
CAROLINA BEACH NEW HANOVER COUNTY NORTH CAROLINA 1 i
DINNER: NORTHCREST INVESTMENT COMPANY
803 CANAL DRIVE 1
CAROUNA BEACH. N.C. 26426 DrMa P. r✓:PPA 1 1
PHONE [phone], Rµ 19W 1 1
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SNOWS CUT MARINA TOWNHOUSES
OWNER: NORTHCREST INVESTMENT COMPANY
803 CANAL DRIVE
CAROUNA BEACH, N.C. 28428 DANEL P. CAPPA
PHONE [phone]
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DIVIz,iu-s OF
COASTAL MANAGEMENT
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SNOWS CUT MARINA TOWNHOUSES
CAROLINA BEACH, NEW HANOVER COUNTY NORTH CAROLINA
OWNER: NORTH CTREST INVESTMENT COMPANY
803 CANAL DRIVE
CAROLINA BEACH, N.C. 28428

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COASTAL MANAGEMENT
SNOWS CUT MARINA TOWNHOUSES
CAROLINA BEACH NEW HANOVER COUNTY NORTH CAROLINA
OWNER: NORTHCREST INVESTMENT COMPANY
803 CANAL DRIVE
CAROLINA BEACH. N.C. 28428
PHONE [phone]
DATE DONE, 1996
Haywood Newkirk, Architect
Wilmington, North Carolina, USA