19950509 Ver 1_COMPLETE FILE_19950523

State of North Carolina
Department of Environment,
Health and Natural Resources
Division of Environmental Management
James B. Hunt, Jr., Governor
Jonathan B. Howes, Secretary
A. Preston Howard, Jr., P.E., Director
?EHNF1
June 19, 1995
Brunswick County
DEM Project # 95509
COE # 199503017
APPROVAL of 401 Water Quality Certification ADDITIONAL CONDITIONS
Mr. Doug Monday
Brunswick Harbor, Inc
P. 0. Box 10297
FILE COPT
Southport, N.C. 28461
Dear Mr. Monday:
You have our approval to dredge 2345 square feet of wetlands or waters for the purpose of
constructing a marina and related facilities at St. James Plantation near AIWW, as you described in
your application dated 9 May 1995. After reviewing your application, we have decided that this fill is
covered by General Water Quality Certification Number 2668. This certification allows you to use
Nationwide Permit Number 16 when it is issued by the Corps of Engineers.
This approval is only valid for the purpose and design that you described in your application. If
you change your project, you must notify us and you may be required to send us a new application.
For this approval to be valid, you must follow the conditions listed in the attached certification. The
edges of the proposed basin shall be rounded off to improve circulation. In addition, you should get
any other federal, state or local permits before you go ahead with your project.
If you do not accept any of the conditions of this certification, you may ask for an adjudicatory
hearing. You must act within 60 days of the date that you receive this letter. To ask for a hearing,
send a written petition which conforms to Chapter 150B of the North Carolina General Statutes to the
Office of Administrative Hearings, P.O. Box 27447, Raleigh, N.C. 27611-7447. This certification and
its conditions are final and binding unless you ask for a hearing.
This letter completes the review of the Division of Environmental Management under Section 401
of the Clean Water Act. If you have any questions, please telephone John Dorney at 919-733-1786.
Attachment
S' ly,
J . E.
Pe ton H lard,
cc: Wilmington District Corps of Engineers
Corps of Engineers Wilmington Field Office
Wilmington DEM Regional Office
Mr. John Domey
Central Files
95509.1tr
P.O. Box 29535, Raleigh, North Carolina 27626-0535 Telephone [phone] FAX [phone]
An Equal Opportunity Affirmative Action Employer 50% recycled/ 10% post-consumer paper
4 To: John Dorney
Planning Branch
DIVISION OF ENVIRONMENTAL MANAGEMENT
CAMA MAJOR PERMIT APPLICATION REVIEW
REGIONAL OFFICE STAFF REPORT AND RECOMMENDATIONS
REVIEWER: GREGSO
WQ SUPERVISOR: ADKI
cj'5 ?'O ( DATE: June 6, 1995
WETLAND INFORMATION FOR CENTRAL OFFICE TRACKING
PERMIT YR: 95 PERMIT NO.: 9545,3 COUNTY: Brunswick
PROJECT NAME: Brunswick Harbor, Inc. / Doug Monday, St. James Marina Village
PROJECT TYPE: Marina PERMIT TYPE: CAMA
COE #: N/A DOT#: N/A
RCD FROM CDA: DCM DATE FROM CDA: May 9, 1995 .
REG OFFICE: WiRO RIVER AND SUB BASIN#: 030617
*STREAM OR ADJACENT WATER BODY: AIWW
CLASS: SA STREAM INDEX #: 18-88-9 Fy?? vG?? c?GF?
OPEN OR CLOSED: Open oy
WL IMPACT: Yes WL TYPE: SM BM stir
WL REQUESTED: 0.05 WL ACR EST: Yes '91?c/S
WL SCORE: N/A ?oFs
MITIGATION: N/A MITIGATION TYPE: N/A
MITIGATION SIZE: N/A RATING SHEET ATTACHED?: N/A
RECOMMENDATION: ISSUE
STORMWATER PLAN REQ'D: Yes
IF YES, DATE APPROVED: A plan has not been received by this Office as of the date of this
Memo.
PROJECT DESCRIPTION: The applicant proposes to develop a 35.9 acre tract within the St. James
Plantation. Development will include the construction of. a 188 slip marina, a 100 boat dry stack
facility, a ships store, retail space, and 89 multifamily residential units.
WATER QUALITY CERT. (401)
CERT. REQ'D: Yes
IF YES, TYPE: General Certification #2668 for dredge spoil dewatering.
SEWAGE DISPOSAL
TYPE OF DISPOSAL PROPOSED: Connection to existing St. James Treatment Facility
TO BE PERMITTED BY: County
IF BY DEM, IS SITE AVAILABLE AND PERMIT ISSUANCE PROBABLE: N/A
WATER/WETLAND FILL
AREA OF FILL - WATER: N/A WETLAND: N/A
IS FILL ELIMINATING A SIGNIFICANT USE? N/A
DREDGING
IS DREDGING ACTIVITY EXPECTED TO CAUSE A SIGNIFICANT LOSS
OF RESOURCE? NO
IS SPOIL DISPOSAL ADEQUATELY ADDRESSED? Yes
95483.Jun
Page Two
MARINA
ARE THE FOLLOWING ADEQUATELY ADDRESSED?
SEWAGE DISPOSAL: Yes MARINA SERVICES: Yes
OXYGEN IN BASIN: Yes CLOSURE OF SHELLFISHING WATERS: Yes
(ATTACH A MARINA USE ATTAINABILITY EVAL.) Attached
RECONIlVIENDED CONDITIONS OR PERNIIT RESTRICTIONS:
The applicant has submitted along with the application package an assessment of predicted
dissolved oxygen (DO) concentrations in the proposed marina basin using the NCDEM Two
Segment Marina Model. DO modeling is recommended by the Regional Office when two
segment marina designs are proposed for marinas located away from inlets. The model
predicted average summer DO concentrations in the basin to be 5.00 mg/1 using a ambient SOD
of 2.6 and a tidal amplitude of 3.5 ft.. I ran the model using the full 4.2 ft. of tidal amplitude
at the site with the same SOD values. The model predicted a basin DO concentration of 5.19
mg/1. Based on the models predictions, average summer DOs in the proposed basin should meet
the State DO standard of 5.0 mg/1..However, flushing in the proposed basin could be further
enhanced by rounding off the corners more to minimize stagnant areas and flaring the entrance
channel more where it connects to the basin.
Conversations with DMF indicate that no shellfish resource exists within the 100' automatic
closure area outside the mouth of the entrance channel, therefor the expected automatic closure
would not be considered as removing a existing use in accordance with 15A NCAC 2B .0201.
cc: Central Files
Wilmington Regional Office Files
DCM-Ed Brooks
John Parker
TWO SEGMENT MARINA-TIDAL AMPLITUDE METHOD
NAME OF MARINA=St James
AVG CHANNEL DEPTH(FT)= 8
AVG MARINA DEPTH(FT)= 6
CHANNEL SURFACE AREA (FT**2)= 40000
MARINA SURFACE AREA (FT**2)= 247500
TIDAL AMPLITUDE(FT)= 4.2
RETURN FLOW FACTOR (DIM)= 0
SEDIMENT OXYGEN DEMAND (GM/M**2-DAY)=
AMBIENT DO (MG/L)= 6.06
SATURATION DO (MG/L)= 7.07
DECAY COEFFICIENT (1/DAY)= 1
REAERATION COEFFICIENT (1/DAY)= .3
CHANNEL BOAT ACTIVITY (BOAT-HRS/DAY)=
MARINA BOAT ACTIVITY (BOAT-HRS/DAY)= 0
T (HRS) DOC (MG/L) DOM (MG/L)
216 6.020496 5.076809
217 6.028209 5.215411
218 6.025995 5.297939
219 6.016523 5.325798
220 5.994375 5.303718
221 5.732217 5.280332
222 5.4154 5.25228
223 5.252915 5.215754
224 5.19298 5.167116
225 5.144708 5.105887
226 5.108863 5.0393
227 5.684166 4.98883
DOCAVG (MG/L)= 5.634737
DOMAVG (MG/L)= 5.189098
228 6.020496 5.076815
229 6.028209 5.215416
230 6.025994 5.297941
231 6.016523 5.3258
232 5.994366 5.303719
233 5.732204 5.280333
234 5.415392 5.252282
235 5.252914 5.215756
236 5.19298 5.167118
237 5.14471 5.105889
238 5.108877 5.039301
239 5.684189 4.988834
2.6
0

DOCAVG (MG/L)= 5.634737
DOMAVG (MG/L)= 5.189099
TO: John Dorney
Planning Branch
DIVISION OF ENVIRONMENTAL MANAGEMENT
Use Attainability Analysis for
Proposed Marina,Projects in Class SA Waters
(Check all Appropriate Boxes or fill in Blanks)
Project Name: Brunswick Harbor, Inc./Doug Monday, St James
Marina Village
Section I. Project Description
A. X New Marina Marina Expansion
B. _X _New Basin (dug out of high ground)
(include specifications and sketch.)
Existing Basin Expansion
(Include specifications and sketch.)
Natural Waters
Others (Please describe below.)
C. Proposed No. Slips 188
Existing No. Slips
D. X Commercial Marina
Private Marina
Publicly Owned Marina
Other (Please describe below.)
E. Description of Any Unique Characteristics or operational
Proposals.
Fuel Ships Store. Pump-out facility, Dry Storage
Section II. Existing Use Determination (for waters outside
marina basins)
A. Closure Status (check one)
X Open Waters
Closed Waters (by data) Date Closed
B. Will the proposed project result in any additional
closed acreage? (Please attach analysis showing
calculations for area of closure.)
X Yes No Not Clear
C. Does the area to be effected by any closure have any
significant shellfish resources?
Yes X No Unknown
Briefly provide description of resource and any other
characteristics.
Conversations with DMF indicate area within closure boundary has
no shellfish resource.
D. Has the area to be impacted by the proposed project been
available for shellfish harvesting and has shellfish
harvesting occurred since November 28, 1975?
Yes No X Unknown
E. Is the entire area to be impacted by the proposed
project currently unavailable for shellfishing because
of the DHS Marina Rule or other irretrievable man
induced impact?
Yes X No
If yes, briefly describe below.
Section III. Attainable Use Determination (To be Completed
Only if the Answer to II.A is Closed Waters (by
Data), and if the answers to II.C and II.D are
No).
A. What are the major sources of pollution causing the
closure?
B. What actions are required to reduce or eliminate these
existing sources of pollution?
C. Can the areas be expected to be open for shellfishing
given reasonable efforts to control the existing sources
of pollution? Explain.
Section IV. Project Decision
A. Recommend Project Denial
There has been a recent shellfishing use (Answer to
II.D is Yes) and the area is not currently
irretrievably closed (answer to II.E is No).
OR
Shellfishing is a reasonably attainable use according
to Section III.
OR
Insufficient information (Answers to II.C and/or II.D
are Unknown)
B. Recommend Project Approval
_X -There has not been a recent shellfishing use (Answer
to II.D is No) and shellfishing is not a reasonably
attainable use according to Section III.
OR
The entire area is irretrievably lost to shellfishing
as a result of the DHS Rule or other irreversible
man-induced impact (Answer to II.E is Yes)
C. Conditions to be Included in the Permit (check
appropriately)
Pump-out Facilities
Locked-Head Policy
o Transient Docking
No Live-Aboards
Only Boats W/O Heads
D. What.additional information is required to make an
informed permit decision?
This analysis and recommendation has been prepared by the
Wilmington Regional Office.
Jim Gregson June 6. 1995 Date
This evaluation of the attainability of shellfish uses in the
waters in the vicinity of The AIWW
is approved by:
Water Quality Section Date
Director's Office Date
A. Preston Howard, Jr., P.E.
Director
MAY-11-1995 14:54 FROM EHNR WILM REG OFFICE TO CRMR COOPER BLD P.02
DMSION OF COASTAL MANAGEMENT RECEIVED
FIELD EgVESTIGATION REPORT MAY 191995
ENVIRONMENTAL SCIENCES
?qE rtrny
1. APPLICANT'S NAME: Brunswick Harbor, Inc. /Doug Monday
St. James Marina Village
2. LOCATION OF PROJECT SITE: 36 acre tract, within St. James Plantation, adjacent AIWW,
off NC Hwy 211, between Southport and Supply, Brunswick Co., NC.
Photo Index - 1989: 184-13 F-5 9L4: 10-94 J-7
State Plane Coordinates - X: 2265000 Y: 65200
3. INVESTIGATION TYPE: CAMA/D&F
4. INVESTIGATIVE PROCEDURE: Dates of Site Visit - 3/14/95
Was Applicant Present - Yes
5. PROCESSING PROCEDURE: Application Received - 4/28/95
Office - Wilmington
6. SITE DESCRYMON:
(A) Local Land Use Plan - Long Beach
Land Classification From LUP - UrbanTransition/Conservation
(B) AEC(s) Involved: E,S,PT,EW
(C) Water Dependent: Marina-Yes & Residential/Commercial.--No
(D) Intended Use: Commercial
(E) Wastewater Treatment: Existing - None
Planned - Community Sewer/St. James Plantation
facilities
(F) Type of Structures: Existing - Remnant spoils disposal area
Planned - Marina basin, dry-stack facility, ships store,
commercial bldgs., parking and multi-
family residential units
(G) Estimated Annual Rate of Erosion: N/A
Source - N/A
7. HABITAT DESCRUYnON: [AREA]
(A) Vegetated Wetlands - "404 type" 2185 sgft
- Coastal 160 sgft
(B) Non-Vegetated Wetlands 8ft
Shallow bottom
(C) Other High ground excavation 7.13 aches
Nigh ground disturbance 30 acres
(D) Total Area Disturbed: 37.13 acres, plus additional disturbance by St James Plantation
to construct and extend roads and utilities (water, sewer, electric).
(E) Primary Nursery Area: No .
(F) Water Ciassi rcation: SA Open: OPEN
8. ' PROJECT SUMMARY: The applicant proposes to construct a 188 slap, inland basin marina,
on a 35.9 acre undeveloped tract, adjacent to the AIWW, within the existing St. James
ORY-11-1495 14:54 FROM EHNR W I LM RELY OFFICE To CHMH UUUHEK BLD r . u.s
Brunswick Harbor Marina Village
Page 2
Plantation development, located off NC Hwy 211, between. Southport and Supply, in Brunswick County.
The proposed project also includes a 100 slot dry-stack facility, a ships store with food service facilities,
a lodging facility, a retail shops complex, a full service restaurant, a yacht club, and 89 multi-family
residential units.
9, PRU MT DE,aCRmOI?I
The project site is located adjacent to the Atlantic Intracoastal Waterway, within the existing St. James
Plantation development, off NC Hwy 211, between Southport and Supply, in Brunswick County. The
St. James Plantation Development includes over 7,000 acres, of which approximately one-fifth are
developed. A St. James Plantation development plan submitted with this application, shows residential
development oriented around three golf courses, one of which is complete. Currently, there is no
CAMA Major Permit for the St. James Plantation development and their future development strategy
is unknown. The applicant proposes to purchase a 35.9 acre tract, located adjacent to the AIWW,
approximately one (1) mile west of BEavcr Dam Creel. The property's irregular shape. includes 1450
linear feet along the AIWW, and averages approximately 1200 feet in depth. The topography its
relatively flat, ranging in elevation from 7 to 12 feet MSL. The property is wooded, predominately with
Pond Pine, Red Maple, and Sweet Cum, with an understory of honeysuckle, wild cherry, wax myrtle,
and yaupozn. Palmetto was also observed in the understory. There is a remnant dredge spoils disposal
area, delineated by the old perimeter dike, in the southwest corner of the property. There are signs of
recent excavation within the spoil area, indicating that the area has apparently served as a borrow site
for fill material that has been used in the adjacent St. James Plantation. There are two large ditches that
enter the property, one from the west, and one from the east. The consultants' for the applicant state,
that the ditches are old USACOR ditches, from, when the area was utilized by the Corps for spoil
disposal, This may be the case for portions of the eastern ditch, however, 1989 aerial photography
shows extensive ditch and pond construction in conjunction with the St. James Plantation golf course.
The eastern ditch has also been improved and maintained in recent years. The ditches are 8-10 feet
deep, with 3:1 side slopes, vegetatively stabilized with Love Crass, creating a ditch top width of 40-60
feet. The western ditch terminates in a sediment pond, with piped overflow to the eastern ditch. At this
intersection, the ditch turns south and terminates at an earthen dam and culvert, approximately 125 feet
landward of the AIWW. Water flows through' the culvert into a lower ditch, which is tidal, and
discharges to the waterway. The Brunswick County Soil Survey lists the following soil series in the
project area: Newhan fine sand (dredged), Tomahawk loamy, fine sand, and Murville mucky, fine sand.
Much of the area adjacent to the AIWW appears to be remnant dredge spoils from the construction of
the waterway in the 1930's. There is a narrow, discontinuous coastal wetland fringe along the shoreline
of the project area. This border is almost exclusively Smooth Cordgrass Martina gkQ0 o growing
in patches, on the peat bank substrate, varying from several feet to. 45 feet in width. There are
delineated °404 type" wetlands, primarily Phragmites and Eastern Baccharus, adjacent to the coastal
wetlands, along the base of the steep embankment that transitions the shoreline to highground elevation.
This embankment is 7-12 feet high, and over 20 feet high in the area of the old spoil area perimeter
dikes. There are two small areas of "404 type" wetlands landward of the shoreline in the southeast
corner of the property, and extensive wooded swamp wetlands west of the project site. There were
slight differences between the USACQE approved wetland line and'the preliminary wetland delineation
data used during project design. Addendum #1 illustrates the approved wetland delineation, and the
applicants note that buildings B,C,K, and N would be moved sufficiently landward to accommodate the
wetland line.
The waters of the Atlantic Intracoastal Waterway, in the project area, are classified SA., by the NC
MAY-11-1995 14:55 FROM EHNR WILM REG OFFICE TO CAMA COOPER FLD P.04
Brunswick Harbor Marina ''V'illage
Page 3
Division of Bnvirommental Management. The waters are OPEN to the harvest of shellfish. The waters
are not designated as Primary Nursery Area, by the NC Division of Marine Fisheries.
The applicant proposes to construct an inland maxim basin, in approximately the center of the 35.9 acre
track The basin would be 610 feet long and 450 feet wide. It would be connected to the AIWW by an
entrance channel, 500 feet long and 80 feet wide. The bottom of the marina basin would be constructed
on a slight incline, from north to south, at a depth of -8 feet MLW to -10 feet MLW. The entrance
channel depth would increase from -10 feet to -12 feet MLW, at it's intersection with the AIWW
channel.The perimeter of the basin and entrance channel would be stabilized by a concrete sheet pile
bulkhead. Since construction of the proposed basin would incorporate portions of the existing ditches
and sediment basin, two new sediment ponds would be constructed just outside the property boundaries
to receive water from the drainage ditches. The ponds would discharge through risers into an
underground pipe/culvert, installed through the project site and bulkhead, and discharge into the basin.
The applicant proposes to complete the majority of the excavation with mechanical equipment, while
maintaining an. earthen plug between the construction and the waterway. Excavated material would be
stockpiled adjacent to the basin, and then, after de-watering, used, as fill material around the project
site. A hydraulic dredge would be used to dig the marina entrance channel, as well as, furnish the basin
excavation after the removal of the earthen plug. Dredge spoils material from the hydraulic excavation
would be pumped to an area in St. James Plantation just west of the project site. This area has been
previously used for dredge spoil disposal, however, dikes and water control structures would have to
be reconstructed and installed. A spoil area for future maintenance of the basin has been designated in
the northwest portion of the property.
The marina basin would service 188 wet slips. The slips would be arranged along a floating dock
around the perimeter of the basin and along three docking piers extending into the basin from it's
northern side. The slip arrangement would include finger piers and mooring pilings. The maxima would
service boats up to 45 feet in length. A dry stack facility is planned adjacent to the southwest corner
of the marina. The facility would accommodate an additional 100 boats. The eastern side of the property
would consist almost entirely of asphalt parking area for the marina and drystack facility. The marina
office and ship's store would be located adjacent to the northwest corder of the marina basin, and
include bathrooms for the patrons, as well as, some type of food service. Fuel service would be
provided at three locations in the marina, fuel docks at the dry stack and ship's store, and at the end
of the eastern-most dock in the basin. Two areas of above ground fuel storage tanks, totaling 36,000
gallons, are planned for the western side of the property. Sewage pump-out facilities would be provided
at the dry stack facility and the ship's store. Adjacent to the ship's store, along the northern side of the
basin, a retail complex and a lodging facility ate planned. Wastewater designs indicate that the marina
facilities would include; 60,000 square feet of available retail space, a 100 seat restaurant, a 60 room
lon/motel, and a yacht club (100 members). Parking for this commercial area would be located adjacent
on the northern perimeter of the property. To complete the development plan, 89 multi.-family 3-
bedroom, residential units are proposed to be located around the southern and eastern perimeter of the
property. Wastewater disposal (totaling 49,240 GPD) for the Marina Village project would be provided
by St. James Plantation, which operates a wastewater package treatment plant, with subsurface, LPP
disposal. The system was permitted by the N. C. Division of Health Services, and the applicant states
that there is available capacity. St. James Plantation would also provide potable water to the Marina
Village project, as well as, construct and extend roads to access the project.
MAY-11-1995 14:56 FROM EHNR W I LM RECD OFFICE TO C:Hf 1H UUUF LK BLD
Brunswick Harbor Marina Village
Page 4
10. ANTIC * CTS
The proposed project would disturb 32 of the 35.9 acres of the project site, either by excavation of the
marina basin or filling and grading associated with construction. Another 5.12 acres of soil disturbance
would be created during the construction and use of the spoil disposal area, west of the project site, as
well as, an undetermined amount of ground disturbance during the construction and extension of roads
and utWties from the adjacent St. James Plantation development. Construction of the marina entrance
charmel would consume approximately 2345 square feet vegetated wetlands, 160 square feet of
alter6Mm and 2185 square feet of Phragmites. An additional 8,000 square feet of shallow bottom in
the ATWW would be excavated, connecting the, marina entrance channel to the waterway channel. The
constructions of the marina would cause a closure in adjacent waters currently open for shellfish harvest.
Submitted by., E.F. Brooks . Date: 514195 Office: Wilmi neon
Please type or print. Carefully describe all anticipated
development activities, including construction, excava-
tion, filling, paving, land clearing, and stonnwater con-
trol. If the requested information is not relevant to your
project, write N/A (not applicable). Items 1-4 and 8-9
must be completed for'all projects.
1 APPLICANT
a. Name Mr. Doug Monday. Brunswick
Harbor, Inc.
Address P 0_ RQx 10297
City_ Southport, State
NC
Zip 28461 Dayphone [phone]
XXX Landowner or XXXX Authorized agent
Purchase Option
b. Project name (if any) _xr„ngwi rk Unrbnr Marina
If you plan to build a marina, also complete and
attach Form DCM-MP-2.
b. Is the proposed activity maintenance of an
existing project, new work, or both?
New Work
c. Will the project be for community, private, or
commercial use?
ommun ty, private and commercial uses
are p anne .
d. Describe the planned use of the project.
Amenity for St. James Plantation home-
owners. New for-sale housing.
4 LAND AND WATER
c. If the applicant is not the landowner, also give the
owner's name and address.
Homer B. Wright
P.O. Box 10879
Southport, NC 28461
2 LOCATION OF PROPOSED
PROJECT
CHARACTERISTICS
- a. Size of entire tract
. b. Size of individual lot(s)
35.9 Acres
N/A
c. Elevation of tract above mean sea level or
National Geodetic Vertical Datum
2.9' MSL to 12.0 MSL
d. Soil type(s) and texture(s) of tract
Clay. silt, loam and sandy loam
e. Vegetation on tract Loblolly Pine/Mixed
hardwoods. Coastal Marsh
L Man-made features now on tract Historic dr-V ne
'7- spot
g. What i e; FAG G6 U e ?Cl ssification of
the site??:``Consult the local land use.p? .)
Xxgdoa' ervama. 31 1999X' ansitional
Developed Community
Rural i 1! ( ION OF Other
COASTAL WIANA REMENT
h. How is the tract zoned by local government?
R-6 PUD
i. How are adjacent waters classified?
SA
a. Street address or secondary road number
Off NC 211/St. James Plantation
b. City, town, community, or landmark
Long Beach '
c. County Brunswick
d. Is proposed work within city limits or planning
jurisdiction? Yes
e. Name of body of water nearest project
Atlantic Intracoastal Waterway
3 DESCRIPTION AND PLANNED USE
OF PROPOSED PROJECT
a. Describe all development activities you propose (for j. Hasa professional archaeological survey been
example, building a home, motel, marina, bulkhead, carried out for the tract? u? If so, by whom?
or pier). Marina basin, drystack facility, ships
store, retail buildings, attached resi-
dential and parking.
12/89
5 UPLAND DEVELOPMENT
Complete this section if the project includes any land
development.
a. Type and number of buildings, facilities, or
structures proposed coin mpr _ial,'_ (60,000 GSF)
8,9 at-tachad raaidPrltial tin-i -5,. drystack
b. Number of lots or parcels
m. Water supply source
St. James Plantation
n. If the project is oceanfront development, describe
the steps that will betaken to maintain established
public beach accessways or provide new access.
C. Density (Give the number of residential units and the
units per acre.) 89 Units, 7.4 Units/Acre
(Net Density)
d. Size of area to be graged gr disturbed
2 Acres
e. If the proposed project will disturb more than one
acre of land, the Division of Land Resources must
receive an erosion and sedimentation control plan at
least 30 days before land disturbing activity begins.
If applicable, has a sedimentation and erosion
control plan been submitted to the Division of Land
Resources? Yaa. AttarhPd,
f. Give the percentage of the tract within 75 feet of
mean high water to be covered by impermeable
surfaces, such as pavement, buildings, rooftops.
?6.4%
g. List the materials, such as marl, paver stone, asphalt,
or concrete, to be used for paved surfaces.
--A1.s{?k-lt and Concrete
h, If applicable, has a stormwater management plan
been submitted to the Division of Environmental
Management? Yes. Attached
Drawings.
i. Describe proposed sewage disposal and/or waste
water treatment facilities.
Community water and sewer service
provided by St. James Plantation, an
Brunswick County
j. IT'ave these facilities received state or local approval?
-Yes
k. Describe existing treatment facilities.
Tertiary treatment with ground
absorption at t.' James Plantation
1. Describe location and type of discharges to waters of
the state (for example, surface runoff, sanitary
wastewater, industrial/commercial effluent, "wash
down")._ see stormwater plans attached
o. If the project is on the oceanfront, what will be the
elevation above mean sea level of the first habitable
floor?
N/A
6 EXCAVATION AND FILL
INFORMATION
a. Describe below the purpose of proposed excavation
or fill activities (excluding bulkheads, which are
covered in Section 7).
Access channel
(MLW) or (NWL)
Boat basin
Other (break-
water, pier,
boat ramp,
roc_k,,jetty)^! 777? ---7, 11
IUD
Fill placed in
u!et ndorql?ow11J9
MHW
Uplands1 "ivt',4 !
NAG
area
500 80' -10 ML
610' 450' 7'-9 141
N/A N/A N/A

?lu

?1.A T N/A

b. Amount of material to be e?cavated from below
water level in cubic yards -'_18,900 c . y .
c. Type of material
Length Width Depth
Silt/Sand
d. Does the area to be excayated_ include marshland,
swamps, or other wetlands?
Yes. S.F. Marsh at Channel
e. High ground excavation, in cubic yards
±330,000 CY
2
1289
L Dimensions of spoil disposal area
300'x750'
g. Location of spoil disposal area Immediately
east of project site seeplan)
h. Do you claim title to the disposal area? No
If not, attach a letter granting permission from the
owner. (To Be Forwarded)
i. Will a disposal area be available for future
maintenance? Yes
If so, where? West of project site
j. Does the disposal area include any marshland,
swamps, or water areas?
llo
k. Will the fill material be placed below mean high
water? N,
1. Amount of fill in cubic yards
in. Type of fill material N/A
N/A
n. Source of fill material N/A
o. Will fill material be placed on marsh or other
wetlands? No
p. Dimensions of the wetland to be filled
N/A
q. How will excavated or fill material be kept on site
and erosion controlled?
Through sedimentation and erosion
control devices see erosion control
plan)and spoil disposal basin
r. What type of construction equipment will be used
(for example, dragline, backhoe, or hydraulic
dredge)?_Ilrag inp- hydraulic, d edg.e, pan
_ nppration and trucks,
s. Will wetlands be crossed in transporting equipment
to project site? No If yns,' :xplain steps that will
be taken to lessen environmental impacts.
7 SHORELINE STABILIZATION
a. Length of bulkhead or riprap ±3,000 LF
b. Average distance waterw rd of mean high water or
normal water level N?A
c. Shoreline erosion during preceding 12 months, in
feet 0
d. Type of bulkhead material Prestressed Concrete
e. Amount of fill, in cubic yards, to be placed below
mean high water None
f. Type of fill material
8 ADDITIONAL INFORMATION
In addition to the completed application form, the follow-
ing items must be submitted:
A copy of the deed (with state application only) or other
instrument under which the applicant claims title to the
affected property. If the applicant is not claiming to be
the owner of said property, then forward a copy of the
deed or other instrument under which the owner claims
title, plus written permission from the owner to carry out
the project.
An accurate work plat (including plan view and cross
sectional drawings) drawn to scale in black ink on an 8
1/2 x 11 white paper. (Refer to Coastal Resources
Commission Rule 7J.0203 for a detailed description.)
Please note that original drawings are preferred and
only high quality copies will be accepted. Blue-line
prints or other larger plats are acceptable only if 18 high
quality copies are provided by applicant. (Contact the
U.S. Army Corps of Engineers regarding that agency's
use of larger drawings.) A site or location map is a part
of plat requirements and it must be sufficiently detailed
to guide agency personnel unfamiliar with the area to the
site. Include county road (SR) numbers, landmarks, and
the like.
A stormwater management plan, if applicable, that
may have been developed in consultation with the
Division of Environmental Management.
A list of the names and complete addresses of the
adjacent waterfront (riparian) landowners. These
individuals have 30. days in which to submit comments
on the proposed; pmject t6 tfi6-Divisi6n.of Co stal
Management aid?hould be advised by the applicant of
that opportunity'. i J?
?? IlA R o31 1995
i N' 0
1289
Name Homer E. Wright
Address Box
,Southport,' NC 28461-
Name J.J. Allegood
Address 4600 Country Club Drive
Wilson, NC 27893
Name Yellow Banks Associates
Address P.O. Box 260001
Conway, SC 29526
A list of previous state or federal permits issued for
work on the project tract. Include permit numbers,
permittee, and issuing dates.
Brassie Point CAMA Permit X1104-93
A check for $100 made payable to the Department of
Environment, Health & Natural Resources to cover the
costs of processing the application.
A signed AEC hazard notice for projects in oceanfront
and inlet areas.
A statement on the use of public funds. If the project
involves the expenditure of public funds, attach a state-
ment dodumenting compliance with the North Carolina
Environmental Policy Act (N.C.G.S. I I3A-1 to 10).
9 CERTIFICATION AND PERMISSION
TO ENTER ON LAND
Any permit issued in response to this application will
allow only the development described in the application.
The project will be subject to conditions and restrictions
contained in the permit.
I certify that to the best of my knowledge, the proposed
activity complies with the State of North Carolina's ap-
proved Coastal Management Program and will be con-
ducted in a manner consistent with such program..
I further certify that I am authorized to grant, and do in
fact, grant permission to representatives of 'state and
federal review agencies to enter on the aforementioned
lands in connection with evaluating information related
to this permit application and follow-up monitoring of
project.
Thisisthedayof
X /
Landowner or Authorize agent
P.D. Monday; Brunswick Harbor, Inc.
ii I h
nn?
',UR .311995
;iVJS1OJ\1 OF
,i A
12/89
Form DCM-MP-2
MARINA
DEVELOPMENT

Attach this form to Joint Application for CAMA Major f. Describe the typical boats to be served (for example,
Permit. Be sure to complete all other sections of the open runabout, charter boats, sail boats,-mixed
Joint Application which relate to this proposed project, types). Mixed boat types. Various size
including upland areas, even if duplicative. All shore- classes.
based facilities must be included in application and work
plats. g. Typical boat length 18' - 50'/ Avg. 28'-30'
50'
h. Maximum boat length
1 MARINA CHARACTERISTICS
i. Arc any floating buildings planned? NO
a. Check below the type of marina proposed. If so, describe.
X Commercial Public Residential

b. Will the marina be open to the general public?
YES
2 MARINA OPERATIONS

C. If there is residential development associated with
the marina, how many units or lots are planned? a. Check each of the following sanitary facilities which
109 will be included in the proposed project.
Office toilets'
d. Check all of the types of service to be provided. 4 Toilets for patrons
X Full service, including travel lift and/or rail Number 6
and marine supplies
X Dockage
fuel Location In Ship's Store and Drystack
,
,
X Dockage ("wet slips") only Yes Showers
-Y-
-
Number of slips 18$ e
s Boat holding tank pumpout
X Dry storage . Type and location Located at non-berthing
Number of boats 100 pier at Drystack facility.
Boat ramp(s)
X Other (describe) Sewage pump out b. Describe treatment type and location for all sanitary
wastewater. craw; ty rn1 1 Pr ti on _ to Pimp
station. Tertiary treatment,
e. Check below the proposed type of siting.
X Land cut and access channel
Open water with dredging for basin c. Describe solid waste, fish offal, and trash disposal.
and/or channel Trngh rontainers at Parh nicer and
Open water, no dredging required 1\ J nth! s (s ore. Fish cleanirsg stations
Other (describe) with g'a'sh containers.
III''
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P MAR 31 1999

12/89 5
d. How will overboard discharge of sewage from boats i.
be controlled?
Combined effort of signage, staff
enforcement, closed head policy,
an availability o pumpout aci hies.
e. Give the location and number of "No Sewage
Discharge" signs proposed.
(5) One at each pier and one
at Ship's Store and at Drystack.
f. Describe the special design, if applicable, for
containing industrial type pollutants, such as paint,
sandblasting waste, and petroleum products.
N/A
g. Where will residue be disposed of?
N/A
h. Give the number of channel markers and "No Wake"
signs proposed. One at Channel Entrance
Note: Regulatory signs such as these require additional
approval by the N.C. Wildlife Resources Commission.
Give the location of fuel handling facilities and
describe the safety measures planned to protect area
waterquality.
Automatic cut-off valves, containment
equipment on site, and signage.
j. Describe design measures that promote boat basin
flushing or circulation and reduce water quality
impacts. Sloping basin bottom, stormwater
detention, sewage pump-outa i e
an on-site marina manager.
K. What will be the marina policy on overnight and
live-board dockage?
No live aboards. Limited over night
usage.
1. Is the proposed marina located near any shellfish
leases? N_ If so, give the name and address of
theleaseholder.
in. If this project is an expansion of an existing marina,
what types of services are currently provided?
No
n. How many slips arc now available?
n J
AR 1 1995
0F
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AS
N/A
12/89
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DEPARTMENT OF THE ARMY
WILMINGTON DISTRICT, CORPS OF ENGINEERS
P.O. BOX 1890
WILMINGTON, NORTH CAROLINA 28402-1890
REPLY TO
ATTENTION OF
May 15, 1995
Regulatory Branch
Action ID No. 199503017
Mr. John Dorney
Division of Environmental Management
North Carolina Department of
Environment, Health and
Natural Resources
4401 Reedy Creek Road
Raleigh, North Carolina 27607
Dear Mr. Dorney:
50°
110YID MA{O
U l5 'V' l5 ? iJ L5
MAY =1996
a
WETLAiNDS li?0UP
1 `"'' fU.i''"' ECI W,*Q
Enclosed is the application of Mr. Homer E. Wright for Department of the
Army authorization and a State Water Quality Certification to excavate a
channel, canal and inland basin, install dockage with 188 boatslips and
construct marina facilities on the Atlantic Intracoastal Waterway (AIWW), St.
James Plantation, between Southport and Supply, Brunswick County, North
Carolina. Your receipt of this letter verifies your acceptance of a valid
request for certification in accordance with Section 325.2 (b) (ii) of our
administrative regulations.
We are considering authorizing the proposed activity pursuant to Section
404 of the Clean Water Act, and we have determined that a water quality
certification is required under the provisions of Section 401 of the same law.
A Department of the Army permit will not be granted until the certification
has been obtained or waived.
In accordance with our administrative regulations, in most cases, 60 days
after receipt of a request for certification is a reasonable time for State
action. Therefore, if you have not acted on the request, or asked for an
extension of time, by July 10, 1995, the District Engineer will deem that
waiver has occurred.
Questions or comments may be addressed to Mr. Michael Hosey, Wilmington
Field Office, Regulatory Branch, telephone [phone].
Sincerely,
e Wri
hRegula torvyranch
Enclosure
Copies Furnished (without enclosure) :
Mr. John Parker
Division of Coastal Management
North Carolina Department of
Environment, Health and
Natural Resources
Post Office Box 27687
Raleigh, North Carolina 27611-7687
Mr. C. Robert Stroud, Jr.
Wilmington Regional Office
North Carolina Division of
Coastal Management
127 Cardinal Drive Extension
Wilmington, North Carolina 28405-3845
Printed on 0 Recycled Paper
, - Stpte of North Carolina
Department of Environment,
Health and Natural Resources
Wilmington Regional Office
Division of Coastal Management
James B. Hunt, Jr., Governor
Jonathan B. Howes, Secretary
Roger N. Schecter, Director
Brunswick Harbor, Inc.
c/o Mr. Doug Monday
P. O. Box 10297
Southport, NC 28461
Dear Mr. Monday:
I T-csu?5 0/ 7
I?EHNF=1
RECEIVED
May 8, 1995
M AY 11,45
4-GULATORY ARAN11W
The Division of Coastal Management hereby acknowledges receipt of your application for State
approval for development of property located adjacent to the Atlantic Intracoastal Waterway, off NC
Hwy 211, in St. James Plantation, in Brunswick County. It was received on April 28, 1995 , and
appears to be adequate for processing at this time. The projected deadline for making a decision is July
12, 1995 An additional 75-day review period is provided by law when such time is necessary to
complete the review. If you have not been notified of a final action by the initial deadline stated above,
you should consider the review period extended. Under those circumstances, this letter will serve as
your notice of an extended review. However, an additional letter will be provided on or about the 75th
day.
NCGS 113A-119(b) requires that Notice of an application be posted at the location of the
proposed development. Enclosed you will find a "Notice of Permit Filing" postcard which must be
posted at the property of your proposed development. You should post this notice at a conspicuous
point along your property where it can be observed from a public road. Some examples would be:
Nailing the notice card to a telephone pole or tree along the road right-of-way fronting your property;
or at a point along the road right-of-way where a private road would lead one into your property.
Failure to post this notice could result in an incomplete application.
A field report has been prepared and is in the process of being circulated to the various state and
federal review agencies for their comments. If additional information is required based on this review,
the agencies may contact you directly.
Sincerely,

E. F. Brooks
Field Representative III
EFB
Enclosure
cc: John Parker David Clemmons, LPO
Bob Stroud David Franklin, COE
127 Cardinal Drive Extension, Wilmington, N.C. 28405-3845 • Telephone [phone] • Fax [phone]

DIVISION OF COASTAL MANAGEMENT
FIELD INVESTIGATION REPORT
1. APPLICANT'S NAME: Brunswick Harbor, Inc./Doug Monday
St. James Marina Village
2. LOCATION OF PROJECT SITE: 36 acre tract, within St. James Plantation, adjacent AIWW,
off NC Hwy 211, between Southport and Supply, Brunswick Co., NC.
Photo Index - 1989: 184-13 P-5 1984: 10-94 J-7
State Plane Coordinates - X: 2265000 Y: 65200
3. INVESTIGATION TYPE: CAMA/D&F
4. INVESTIGATIVE PROCEDURE: Dates of Site Visit - 3/14/95
Was Applicant Present - Yes
5. PROCESSING PROCEDURE: Application Received - 4/28/95
Office - Wilmington
6. SITE DESCRIPTION:
(A) Local Land Use Plan - Long Beach
Land Classification From LUP - Urban Transition/Conservation
(B) AEC(s) Involved: ES,PT,EW
(C) Water Dependent: Marina-Yes & Residential/Commercial-No
(D) Intended Use: Commercial
(E) Wastewater Treatment: Existing - None
Planned - Community Sewer/St. James Plantation
facilities
(F) Type of Structures: Existing - Remnant spoils disposal area
Planned - Marina basin, dry-stack facility, ships store,
commercial bldgs., parking and multi-
family residential units
(G) Estimated Annual Rate of Erosion: N/A
Source - N/A
7.
HABITAT DESCRIPTION: [AREA]
i)RFnr..FT) FTT T PTA n?-zran
(A) Vegetated Wetlands - "404 type" 2185 sqft
- Coastal 160 sqft
(B) Non-Vegetated Wetlands 8000 soft
Shallow bottom
(C) Other High ground excavation 7.13 acres
High ground disturbance 30 acres
(D) ? Total Area Disturbed: 37.13 acres, plus additional disturbance by St James Plantation
to construct and extend roads and utilities (water, sewer, electric).
(E) Primary Nursery Area: No
M Water Classification: SA Open: OPEN
8. PROJECT SUND4ARY: The applicant proposes to construct a 188 slip, inland basin marina,
on a 35.9 acre undeveloped tract, adjacent to the AIWW_ within the PY;ct;ncr ct T.,,+,a..
tsrunswicic Harbor Marina Village
Pa*e 2
Plantation development, located off NC Hwy 211, between Southport and Supply, in Brunswick County.
The proposed project also includes a 100 slot dry-stack facility, a ships store with food service facilities,
a lodging facility, a retail shops complex, a full service restaurant, a yacht club, and 89 multi-family
residential units.
9. PROJECT DESCRIPTION
The project site is located adjacent to the Atlantic Intracoastal Waterway, within the existing St. James
Plantation development, off NC Hwy 211, between Southport and Supply, in Brunswick County. The
St. James Plantation Development includes over 7,000 acres, of which approximately one-fifth are
developed. A St. James Plantation development plan submitted with this application, shows residential
development oriented around three golf courses, one of which is complete. Currently, there is no
CAMA Major Permit for the St. James Plantation development and their future development strategy
is unknown. The applicant proposes to purchase a 35.9 acre tract, located adjacent to the AIWW,
approximately one (1) mile west of Beaver Dam Creek. The property's irregular shape. includes 1450
linear feet along the AIWW_, and averages approximately 1200 feet in depth. The topography is
relatively flat, ranging in elevation from 7 to 12 feet MSL. The property is wooded, predominately with
Pond Pine, Red Maple, and Sweet Gum, with an understory of honeysuckle, wild cherry, wax myrtle,
and yaupon. Palmetto was also observed in the understory. There is a remnant dredge spoils disposal
area, delineated by the old perimeter dike, in the southwest corner of the property. There are signs of
recent excavation within the spoil area, indicating that the area has apparently served as a borrow site
for fill material that has been used in the adjacent St. James Plantation. There are two large ditches that
enter the property, one from the west, and one from the east. The consultants for the applicant state,
that the ditches are old USACOE ditches, from when the area was utilized by the Corps for spoil
disposal. This may be the case for portions of the eastern ditch, however, 1989 aerial photography
shows extensive ditch and pond construction in conjunction with the St. James Plantation golf course.
The eastern ditch has also been improved and maintained in recent years. The ditches are 8-10 feet
deep, with 3:1 side slopes, vegetatively stabilized with Love Grass, creating a ditch top width of 40-60
feet. The western ditch terminates in a sediment pond, with piped overflow to the eastern ditch. At this
intersection, the ditch turns south and terminates at an earthen dam and culvert, approximately 125 feet
landward of the AIWW. Water flows through the culvert into a lower ditch, which is tidal, and
discharges to the waterway. The Brunswick County Soil Survey lists the following soil series in the
project area: Newhan fine sand (dredged), Tomahawk loamy, fine sand, and Murville mucky, fine sand.
Much of the area adjacent to the AIWW appears to be remnant dredge spoils from the construction of
the waterway in the 1930's. There is a narrow, discontinuous coastal wetland fringe along the shoreline
of the project area. This border is almost exclusively Smooth Cordgrass (Spartina alterniflora) growing
in patches, on the peat bank substrate, varying from several feet to. 45 feet in width. There are
delineated "404 type" wetlands, primarily Phragmites and Eastern Bacchams, adjacent to the coastal
wetlands, along the base of the steep embankment that transitions the shoreline to highground elevation.
This embankment is 7-12 feet high, and over 20 feet high in the area of the old spoil area perimeter
dikes. There are two small areas of "404 type" wetlands landward of the shoreline in the southeast
corner of the property, and extensive wooded swamp wetlands west of the project site. There were
slight differences between the USACOE approved wetland line and* the preliminary wetland delineation
data used during project design. Addendum #1 illustrates the approved wetland delineation, and the
applicants note that buildings B,C,K, and N would be moved sufficiently landward to accommodate the
wetland line.
The waters of the Atlantic Intracoastal Waterway, in the project area, are classified SA, by the NC
Brunswick Harbor Marina Village
Page '3
Division of Environmental Management. The waters are OPEN to the harvest of shellfish. The waters
are not designated as Primary Nursery Area, by the NC Division of Marine Fisheries.
The applicant proposes to construct an inland marina basin, in approximately the center of the 35.9 acre
tract. The basin would be 610 feet long and 450 feet wide. It would be connected to the AIWW by an
entrance channel, 500 feet long and 80 feet wide. The bottom of the marina basin would be constructed
on a slight incline, from north to south, at a depth of -8 feet MLW to -10 feet MLW. The entrance
channel depth would increase from -10 feet to -12 feet MLW, at it's intersection with the AIWW
channel.The perimeter of the basin and entrance channel would be stabilized by a concrete sheet pile
bulkhead. Since construction of the proposed basin would incorporate portions of the existing ditches
and sediment basin, two new sediment ponds would be constructed just outside the property boundaries
to receive water from the drainage ditches. The ponds would discharge through risers into an
underground pipe/culvert, installed through the project site and bulkhead, and discharge into the basin.
The applicant proposes to complete the majority of the excavation with mechanical equipment, while
maintaining an. earthen plug between the construction and the waterway. Excavated material would be
stockpiled adjacent to the basin, and then, after de-watering, used. as fill material around the project
site. A hydraulic dredge would be used to dig the marina entrance channel, as well as, finish the basin
excavation after the removal of the earthen plug. Dredge spoils material from the hydraulic excavation
would be pumped to an area in St. James Plantation just west of the project site. This area has been
previously used for dredge spoil disposal, however, dikes and water control structures would have to
be reconstructed and installed. A spoil area for future maintenance of the basin has been designated in
the northwest portion of the property.
The marina basin would service 188 wet slips. The slips would be arranged along a floating dock
around the perimeter of the basin and along three docking piers extending into the basin from it's
northern side. The slip arrangement would include finger piers and mooring pilings. The marina would
service boats up to 45 feet in length. A dry stack facility is planned adjacent to the southwest corner
of the marina. The facility would accommodate an additional 100 boats. The eastern side of the property
would consist almost entirely of asphalt parking area for the marina and drystack facility. The marina
office and ship's store would be located adjacent to the northwest comer of the marina basin, and
include bathrooms for the patrons, as well as, some type of food service. Fuel service would be
provided at three locations in the marina, fuel docks at the dry stack and ship's store, and at the end
of the eastem-most dock in the basin. Two areas of above ground fuel storage tanks, totaling 36,000
gallons, are planned for the western side of the property. Sewage pump-out facilities would be provided
at the dry stack facility and the ship's store. Adjacent to the ship's store, along the northern side of the
basin, a retail complex and a lodging facility are planned. Wastewater designs indicate that the marina
facilities would include; 60,000 square feet of available retail space, a 100 seat restaurant, a 60 room
Inn/motel, and a yacht club (100 members). Parking for this commercial area would be located adjacent
on the northern perimeter of the property. To complete the development plan, 89 multi-family 3-
bedroom, residential units are proposed to be located around the southern and eastern perimeter of the
property. Wastewater disposal (totaling 49,240 GPD) for the Marina Village project would be provided
by St. James Plantation, which operates a wastewater package treatment plant, with subsurface, LPP
disposal. The system was permitted by the N. C. Division of Health Services, and the applicant states
that there is available capacity. St. James Plantation would also provide potable water to the Marina
Village project, as well as, construct and extend roads to access the project.
Brunswick Harbor Marina Village
Pag6 4
10. ANTICIPATED IMPACTS
The proposed project would disturb 32 of the 35.9 acres of the project site, either by excavation of the
marina basin or filling and grading associated with construction. Another 5.12 acres of soil disturbance
would be created during the construction and use of the spoil disposal area, west of the project site, as
well as, an undetermined amount of ground disturbance during the construction and extension of roads
and utilities from the adjacent St. James Plantation development. Construction of the marina entrance
channel would consume approximately 2345 square feet vegetated wetlands, 160 square feet of Spartina
alterniflora and 2185 square feet of Phragmites. An additional 8,000 square feet of shallow bottom in
the AIWW would be excavated, connecting the marina entrance channel to the waterway channel. The
construction of the marina would cause a closure in adjacent waters currently open for shellfish harvest.
Submitted by: E.F. Brooks . Date: 5/4/95 Office: Wilmington
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Please type or print. Carefully describe all anticipated
development activities, including construction, excava-
tion, filling, paving, land clearing, and stoimwater con-
trol. If the requested information is not relevant to your
project, write N/A (not applicable). Items 1-4 and 8-9
must be completed for'all projects.
1 APPLICANT
a. Name Mr. Doug MondAy. Brunswick
Harbor, Inc.
Address 'p n Ttpg 10297
City Southport, State NC
ZiF 28461 Dayphone [phone]
If you plan to build a marina, also complete and
attach Form DCM-MP-2.
b. Is the proposed activity maintenance of an
existing project, new work, or both?
New Work
c. Will the project be for cone iunity, private, or
cpmmerc al use?
Community, private and commercial uses
are p anne .
d. Describe the planned use of the project.
Amenity for St. James Plantation home-
owners. New for-sale housing.
%%X Landowner or XXXX Authorized agent
Purchase option
b. Project name (if any) _RriinaYai rk Taarhnr Marina
yi l l aga 4 LAND AND WATER
c. If the applicant is not the landowner, also give the CHARACTERISTICS
owner's name and address.
a. Size of entire tract 35.9 Acres
Homer E. Wright -
P .O. Box 10879 b. Size of individual lot(s) N/A
Southport, NC 28461
c. Elevation of tract above mean sea level or
National Geodetic Vertical Datum
2 LOCATION OF PROPOSED 2.9' MsL to 12.0 MsL
PROJECT
a. Street address or secondary road number
Off NC 211/St. James Plantation
b. City, town, community, or landmark
Long Beach'
c. County Brunswick
d. Is proposed work within city limits or planning
jurisdiction? Yes
e. Name of body of water nearest project
Atlantic Intracoastal_ Waterway_
3 DESCRIPTION AND PLANNED USE
OF PROPOSED PROJECT
a. Describe all development activities you propose (for j.
example. building a home, motel; marina, bulkhead,
or pier). Marina basin, drystack facility, ships
store. retail buildings. attached resi-
d. Soil type(s) and texture(s) of tract
Clay. silt, loam and sandy loam
e. Vegetation on tract Loblolly Pine/Mixed
hardwoods. Coastal Marsh
L Man-made features now on tract Historic drPdc _
spot
g. What is ie CAMA-Land Use-1?-lctn Cl ssifcation of
the sit0 ?Eonsult the local land use an.)
gnserva&R 1199?x -Transitional
Developed Community
Rural CiVISl.-IN C0 er
CASTAL MAUA -. vitNr
h. How is the tract zoned by local government?
R-6 PUD
i. How are adjacent waters classified?
SA
Has a professional archaeological survey been
carried out for the tract? uo If so, by whom?
dential and parking.
5 UPLAND DEVELOPMENT
Complete this section if the project includes any land
development.
a. Type and number of buildings, facilities, or
stntcturesproposed Commercial,'_ (60,000 GSF)
89 attarhad residential tini s. drystack
b. Number of lots or parcels
m. Water supply source St. James Plantation
n. If the project is oceanfront development, describe
the steps that will be taken to maintain established
public beach accessways or provide new access.
c. Density (Give the number of residential units and the
units per acre.) 89 Units, 7.4 Units/Acre
(Net Density)
d. Size of area to be graded gr disturbed
2 Acres
e. If the proposed project will disturb more than one
acre of land, the Division of Land Resources must
receive an erosion and sedimentation control plan at
least 30 days before land disturbing activity begins.
If applicable, has a sedimentation and erosion
control plan been submitted to the Division of Land
Resources? Yac_ Attarhad.
f. Give the percentage of the tract within 75 feet of a.
mean high water to be covered by impermeable
surfaces, such as pavement, buildings, rooftops.
26.4%
g. List the materials, such as marl, paver stone, asphalt,
or concrete, to be used for paved surfaces.
o. If the project is on the oceanfront, what will be the
elevation above mean sea level of the first habitable
floor?
N/A
6 EXCAVATION AND FILL
INFORMATION
Describe below the purpose of proposed excavation
or fill activities (excluding bulkheads, which are
covered in Section 7).
Access channel
(MI.W) or (NWL)
h. If applicable, has a stormwater management plan
been submitted to the Division of Environmental
Management? Yes. Attached
Drawings.
i. Describe proposed sewage disposal and/or waste
water treatment facilities.
Community water and sewer service
provided by St. James antation, an
Brunswick County .
j. I4'ave these facilities received state or local approval?
k. Describe existing treatment facilities.
Tertiary treatment with ground
absorption at St.* James an ati.on
1. Describe location and type of discharges to waters of
the state (for example, surface runoff, sanitary
wastewater, industrial/commercial effluent, "wash
down")._ See stormwater plans attached
Boat basin
Other (break-
water, pier,
boat ramp,
rdlC?'
Fjepm! aced in
.Pw1 1
w d OF,, 1b,,
MHW
Upland fi 'V'S{ON
areoAS i AL MAiy
Length Width Depth
500 80' -10 ML
610' 450' 7'-9 W
N/A N/A N/A

99
O

G _14 j T N/A r?
b. Amount of material to be e?cavated from below
water level in cubic yards -*-*1.8,'900 C.V.
c. Type of material Silt/Sand
d. Does the area to beexcavated include marshland,
swamps,.or other wetlands?
vas. S.F. Marsh at Channel
e. High ground excavation, in cubic yards
±330,000 CY
f. Dimensions of spoil disposal area
300 x750'
g. Location of spoil disposal area Immediately
east of project site see p an
h. Do you claim title to the disposal area? No
If not, attach a letter granting permission from the
owner. (To Be Forwarded)
i. Will a disposal area be available for future
maintenance? Yes
If so, where? West of project site
j. Does the disposal area include any marshland,
swamps, or water areas?
No
k. Will the fill material be placed below mean high
water? Ate
1. Amount of fill in cubic yards N/A
in. Type of fill material N/A
n. Source of fill material N/A
o. Will fill material be placed on marsh or other
wetlands? No
p. Dimensions of the wetland to be filled
N/A
q. How will excavated or fill material be kept on site
and erosion controlled?
. Through sedimentation and erosion
control devices (see erosion control
plan)and spoil disposal basin
r. What type of construction equipment will be used
(for example, dragline, backhoe, or hydraulic
dredge)? Drag in -hydraulic dredge. pan
npararinn and trucks.
s. Will wetlands be crossed in transporting equipment
to project site? No If yes, .xplain steps that will
be taken to lessen environmental impacts.
7 SHORELINE STABILIZATION
a. Length of bulkhead or riprap t3,000 LF
b. Average distance waterw?r of mean high water or
normal water level N A
c. Shoreline erosion during preceding 12 months, in
feet 0
d. Type of bulkhead material Prestressed Concrete
e. Amount of fill, in cubic yards, to be placed below
mean high water None
f. Type of fill material
NlA
8 ADDITIONAL INFORMATION
In addition to the completed application form, the follow-
ing items must be submitted:
A copy of the deed (with state application only) or other
instrument under which the applicant claims title to the
affected property. If the applicant is not claiming to be
the owner of said property, then forward a copy of the
deed or other instrument under which the owner claims
title, plus written permission from the owner to cant' out
the project.
An accurate work plat (including plan view and cross
sectional drawings) drawn to scale in black ink on an 8
1/2 x 11 white paper. (Refer to Coastal Resources
Commission Rule 7J.0203 for a detailed description.)
Please note that original drawings are preferred and
only high quality copies will be accepted. Blue-line
prints or other larger plats are acceptable only if 18 high
quality copies are provided by applicant. (Contact the
U.S. Army Corps of Engineers regarding that agency's
use of larger drawings.) A site or location map is a part
of plat requirements and it must be sufficiently detailed
to guide agency personnel unfamiliar with the area to the
site. Include county road (SR) numbers, landmarks, and
the like.
A stormwater management plan, if applicable, that
may have been developed in consultation with the
Division of Environmental Management.
A list of the names and complete addresses of the
adjacent waterfront (riparian) landowners. These
individuals have 30 days in which to submit comments
on the proposed pipject to the:Divistonof Coastal
Man agement arid-should be advised by thel, applicant of
that opportunic j
MAR 31 1995-`? .
Ui',!,"aiN' 0 F
Name- Homer E. Wright
• Address ox
'Southport," NC 28461,
Name J.J. Allegood
Address 4600 Country Club Drive
Wilson, NC 27893
Name Yellow Banks Associates
Address P.O. Box 260001
Conway, SC 29526
A list of previous state or federal permits issued for
work on the project tract. Include permit numbers,
permittee, and issuing dates.
Brassie Point CAMA Permit X1104-93
A check for $100 made payable to the Department of
Environment, Health & Natural Resources to cover the
costs of processing the application.
A signed AEC hazard notice for projects in oceanfront
and inlet areas.
A statement on the use of public funds. If the project
involves the expenditure of public funds, attach a state-
ment documenting compliance with the Notch Carolina
Environmental Policy Act (N.C.G.S. I I3A-I to 10).
9 CERTIFICATION AND PERMISSION
TO ENTER ON LAND _
Any permit issued in response to this application will
allow only the development described in the application.
The project will be subject to conditions and restrictions
contained in the permit.
I certify that to the best of my knowledge, the proposed
activity complies with the State of North Carolina's ap-
proved Coastal Management Program and will be con-
ducted in a manner consistent with such program..
I further certify that I am authorized to grant, and do in
fact, grant permission to representatives of'state and
federal review agencies to enter on the aforementioned
lands in connection with evaluating information related
to this permit application and follow-up monitoring of
project.
This is theday of?,19? .-
X /
Landowner or Authorize agent
P.D. Monday; Brunswick Harbor, Inc.
To,
I
AR 31 1995
Iii
DIVISION OF
UOASTAL 1,1,4 W,'^ ;_D IENT
Form DC-NI-MP-2
MARINA
DEVELOPMENT
Attach this form to Joint Application for CAMA Major f. Describe the typical boats to be served (for example,
Permit. Be sure to complete all other sections of the open runabout, charter boats, sail boats,-mixed
Joint Application which relate to this proposed project, [yp ) Mixed boat types. Various size
.
es
including upland areas, even if duplicative. All shore- classes.
based facilities must be included in application and work
plats. _ g. Typical boat length 18' - 501/ Avg. 28'-30'
h. Maximum boat length 50'
1 MARINA CHARACTERISTICS
i. Are any floating buildings planned? NO
a. Check below the type of marina proposed. If so, describe.
X Commercial Public Residential
b. Will the marina be open to the general public?
YES
2 MARINA OPERATIONS
c. If there is residential development associated with
the marina, how many units or lots are planned? a. Check each of the following sanitary facilities which
109 will be included in the proposed project.
Office toilets
d. Check all of the types of service to be provided. 4 Toilets for patrons
X Full service, including travel lift and/or rail Number 6
X Dockage, fuel, and marine supplies Location In Ship's Store and Drystack
X Dockage ("wet sli s") only Yes Showers
Y
s
Number of slips 18 e
Boat holding tank pumpout
X Dry storage . Type and location Located at non-berthing
Number of boats 100 pier at Drystack facility.
Boat ramp(s)
X Other (describe) Sewage pump out b. Describe treatment type and location for all sanitary
wastewater. Grayi ty rallection to pump
station. Tertiary treatment,
e. Check below the proposed type of siting.
X Land cut and access channel
Open water with dredging for basin c. Describe solid waste, fish offal, and trash disposal.
and/or channel Trash Cpntainarc at- each pier anri
Open water, no dredging required irii sore. Fish cleaning stations
Other (describe) with Bra's'h containers.

?Ll J?
MAR 3 1 1995
t,N iVISP0N OF
1_`0AS T AL iVA1\ih(_,-E: E-NT
171QG
d. How will overboard discharge of sewage from boats i. Give the location of fuel handling facilities and
be controlled? describe the safety measures planned to protect area
Combined effort of signage, staff waterquality.
enforcement, c ose ea policy, Automatic cut-off valves, containment
an availability o pumpout acs sties. equipment on site, and signage.
e. Give the location and number of "No Sewage
Discharge" signs proposed.
?(51 One at each pier and on
at Ship's Store and at Drystack
f. Describe the special design, if applicable, for
containing industrial type pollutants, such as paint,
sandblasting waste, and petroleum products.
N/A
j. Describe design measures that promote boat basin
flushing orcircplation and reduce water quality
impacts. Sloping basin bottom, stormwater
de en ion, sewage pump-oura e
an on-si a marina manager.
K. What will be the marina policy on overnight and
live-board dockage?
No live aboards. Limited over night
usage.
1. Is the proposed marina located near any shellfish
leases? Nn If so, give the name and address of
theleaseholder.
N/A
g. Where will esidue be disposed of?
N/A
h. Give the number of channel markers and "No Wake"
signsproposed. one at Channel Entrance
Note: Regulatory signs such as these require additional
approval by the N.C. Wildlife Resources Commission.
m. If this project is an expansion of an existing marina,
what types of services are currently provided?
No
n. How many slips are now available? N/A
•
- "!1 MAR =1 1995
unlv?s•.Ol`l OF
C.AS' 'AL %MANAGFiJlt:_ •:1T