20020277 Ver 1_Complete File_20020411

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April 11, 2002
St. James Property Owners Association, Inc.
Mr. Joseph W. Kinzen, President
P.O. Box 10879
Southport, NC 28461
Dear Mr. Kinzen:
Michael F. Easley, Governor
William G. Ross Jr., Secretary
North Carolina Department of Environment and Natural Resources
Gregory J. Thorpe, Ph.D
Acting Director
Division of Water Quality
APR 1 7 2002 ,
SUBJECT- Approval of 401 Water" ua i
Additional Conditions
St. James Plantation culvert
replacements (Polly Gully and
Beaverdam Creeks)
DWQ Project # 020277
Brunswick County
You have our approval, in accordance with the attached conditions (WQC # 3371) to conduct the
following activities in St James Planation at the following locations (Polly Gully Creek at St. James Drive
and Beaverdam Creek at Player's Club Drive) in Brunswick County. This approval allows you to:
1). Remove three 48" culverts and the associated earthen causeway and replace it with a 50' long by
28' wide concrete bridge span over Polly Gully Creek;
2). In association with the bridge span two addition 18" culverts are proposed to replace two 18" outlet
pipes from a sediment basin at the northern end of the St. James causeway near the Gauntlet
Clubhouse;
3). Construct a temporary road in wetlands that has a maximum width of 55' (including all sideslopes)
and 350' long.
4). Remove two 30" and two 60" culverts and the associated earthen causeway and replace it with a
50' long by 28' wide concrete bridge span over Beaverdam Creek.
This approval is only valid for the purpose and design that you described in your CAMA application
dated February 21, 2002 received by the Division of Water Quality (DWQ). After reviewing your
application, we have determined that General Water Quality Certification Number 3371 covers this activity.
This Certification allows you to use your CAMA Permit when the NC Division of Coastal Management
issues it. Please keep in mind that there may be additional Federal, State or Local regulations applicable to
your project, such as (but not limited to) Sediment and Erosion Control, Non-Discharge and Water Supply
Watershed regulations and Coastal Stormwater. In addition, this approval will expire when the
accompanying CAMA Permit expires unless otherwise specified in the General Certification.
This approval is only valid for the purpose and design that you described in your CAMA
application dated February 21, 2002. If you change or modify your project, you must notify the Division
(DWQ) in writing and you may be required to send us a new application for a new certification. If the
property is sold, the new owner must be given a copy of the Certification and approval letter and is thereby
responsible for complying with all conditions. If total wetland fills for this project (now or in the future)
exceed one acre, compensatory mitigation may be required as described in 15A NCAC 2H .0506 (h). For
this approval to be valid, you must follow the conditions listed in the attached certification and the
additional conditions listed on the following page:
Ex127 Cardinal Drive t., Wilmington, NC 28405-3845 Telephone [phone] FAX [phone]
An Eoual Opportunity Affirmative Action Employer
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Page Two
St. James Property Owners Association, Inc.
Mr. Joseph W. Kinzen, President
April 11, 2002
1). When working on culvert removal, bridge placements and supports and the concrete approaches, turbidity
controls (Coffer dam/turbidity curtains) must be maintained throughout construction, so that turbidity
does not exceed 25 NTUs outside the project area.
2). Removal of the temporary causeway must be done immediately after the bridge placement is completed
to restore the wetlands.
3). The attached Certificate of Completion (COC) must be submitted to the Division upon final
construction of the site.
Please notify this Office at the number listed below if any problem arises during the construction of the
project that may affect water quality.
Please read the enclosed conditions and 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 conforming to Chapter 150B of the North
Carolina General Statutes to the Office of Administrative Hearings, 6714 Mail Service Center, Raleigh,
N.C. 27699-6714. This certification and its conditions are final and binding unless you ask for a hearing.
This letter completes the review of the DWQ Permit #020277 under Section 401 of the Clean Water
Act. If you have any questions, please telephone Joanne Steenhuis or Rick Shiver at 910-395-3900.
Sincerely,
/3.-A,
Gregory J. Thorpe, Ph.D. 11,97
Acting Director, Division of Water Quality
Attachments: GC # 3371
Certificate of Completion
cc: Corps of Engineers Wilmington Field Office - Henry Wicker
WiRO- Joanne Steenhuis
401/Wetland Unit, Central Office - Cyndi Karoly
CAMA Wilmington -Janet Russell
CAMA Raleigh - Doug Huggett
Land Management - Steve Morrison
Central Files
? \N A TF Michael F. Easley, Governor
?0- o RpG William G. Ross Jr., Secretary
North Carolina Department of Environment and Natural Resources
(55 7 Gregory J. Thorpe, Ph.D.
> Acting Director
5 -1c Division of Water Quality
April 11, 2002
St. James Property Owners Association, Inc.
Mr. Joseph W. Kinzen, President
P.O. Box 10879
Southport, NC 28461
SUBJECT: Approval of 401 Water Quality and
Additional Conditions
St. James Plantation culvert
replacements (Polly Gully and
Beaverdam Creeks)
DWQ Project # 020277
Brunswick County
Dear Mr. Kinzen:
You have our approval, in accordance with the attached conditions (WQC # 3371) to conduct the
following activities in St James Planation at the following locations (Polly Gully Creek at St. James Drive
and Beaverdam Creek at Player's Club Drive) in Brunswick County. This approval allows you to:
1). Remove three 48" culverts and the associated earthen causeway and replace it with a 50' long by
28' wide concrete bridge span over Polly Gully Creek;
2). In association with the bridge span two addition 18" culverts are proposed to replace two 18" outlet
pipes from a sediment basin at the northern end of the St. James causeway near the Gauntlet
Clubhouse;
3). Construct a temporary road in wetlands that has a maximum width of 55' (including all sideslopes)
and 350' long.
4). Remove two 30" and two 60" culverts and the associated earthen causeway and replace it with a
50' long by 28' wide concrete bridge span over Beaverdam Creek.
This approval is only valid for the purpose and design that you described in your CAMA application
dated February 21, 2002 received by the Division of Water Quality (DWQ). After reviewing your
application, we have determined that General Water Quality Certification Number 3371 covers this activity.
This Certification allows you to use your LAMA Permit when the NC Division of Coastal Management
issues it. Please keep in mind that there may be additional Federal, State or Local regulations applicable to
your project, such as (but not limited to) Sediment and Erosion Control, Non-Discharge and Water Supply
Watershed regulations and Coastal Stormwater. In addition, this approval will expire when the
accompanying CAMA Permit expires unless otherwise specified in the General Certification.
This approval is only valid for the purpose and design that you described in your CAMA
application dated February 21, 2002. If you change or modify your project, you must notify the Division
(DWQ) in writing and you may be required to send us a new application for a new certification. If the
property is sold, the new owner must be given a copy of the Certification and approval letter and is thereby
responsible for complying with all conditions. If total wetland fills for this project (now or in the future)
exceed one acre, compensatory mitigation may be required as described in 15A NCAC 21-1.0506 (h). For
this approval to be valid, you must follow the conditions listed in the attached certification and the
additional conditions listed on the following page: +??,
?Eh1R
Ex127 Cardinal Drive t., Wilmington, NC 28405-3845 Telephone [phone] FAX [phone]
An Equal Opportunity Affirmative Action Employer
Page Two
St. James Property Owners Association, Inc.
Mr. Joseph W. Kinzen, President
April 11, 2002
1). When working on culvert removal, bridge placements and supports and the concrete approaches, turbidity
controls (Coffer dam/turbidity curtains) must be maintained throughout construction, so that turbidity
does not exceed 25 NTUs outside the project area.
2). Removal of the temporary causeway must be done immediately after the bridge placement is completed
to restore the wetlands.
3). The attached Certificate of Completion (COC) must be submitted to the Division upon final
construction of the site.
Please notify this Office at the number listed below if any problem arises during the construction of the
project that may affect water quality.
Please read the enclosed conditions and 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 conforming to Chapter 150B of the North
Carolina General Statutes to the Office of Administrative Hearings, 6714 Mail Service Center, Raleigh,
N.C. 27699-6714. This certification and its conditions are final and binding unless you ask for a hearing.
This letter completes the review of the DWQ Permit #020277 under Section 401 of the Clean Water
Act. If you have any questions, please telephone Joanne Steenhuis or Rick Shiver at 910-395-3900.
Sincerely,
Gregory J. Thorpe, Ph.D.
Acting Director, Division of Water Quality
Attachments: GC # 3371
Certificate of Completion
cc: Corps of Engineers Wilmington Field Office - Henry Wicker
WiRO- Joanne Steenhuis
401/Wetland Unit, Central Office - Cyndi Karoly
CAMA Wilmington -Janet Russell
CAMA Raleigh - Doug Huggett
Land Management - Steve Morrison
Central Files
MEMORANDUM
TO: John Dorney Regional Contact: J_ Steenhuis
Non-Discharge Branch WO Supervisor: R Shiver
Date: _
SUBJECT: WETLAND STAFF REPORT AND RECOMMENDATIONS
Facility Name St. James Plantation County Brunswick
Project Number 02 0277 County2
Recvd From DCM Region Wilmington
Received Date 2/25/02 Recvd By Region
Project Type bridge spans
Certificates Stream Stream Impacts (ft.)
Permit Wetland Wetland Wetland Stream Class Acres Feet
Type Type Impact Score Index Prim. Supp. Basin Req. Req. ME
LAMA F- O Y O N F- 18-88-9-1- SC SWHQW 30,617. 0.52 F- F- -
Mitigation Wetland
MitigationType Type Acres Feet
Is Wetland Rating Sheet Attached? 0 Y 0 N Did you request more info? 0 Y 0 N
Have Project Changes/Conditions Been Discussed With Applicant? 0 Y 0 N
Is Mitigation required? 0 Y O N Recommendation: 0 Issue 0 Issue/fond 0 Deny
Provided by Region: Latitude (ddmmss) Longitude (ddmmss)
Comments:
This office has no objections to the prdect
cc: Regional Office
Central Office Page Number 1
k M_ WA
NCDENR
North Carolina Department of Environment and Natural Resources
Division of Coastal Management
Michael F. Easley, Governor Donna D. Moffitt, Director William G. Ross Jr., Secretary
February 21, 2002
MEMORANDUM
TO: Mr. John R. Dorney 5
Division of Water Quality
FROM: Doug Huggett
Major Permits Processing Coordinator
SUBJECT: CAMA/DREDGE & FILL Permit Application Review
Applicant: St James Property Owners Association
PROJECT NAME: POLLY GULLY & BEAVERDAM CREEK BRIDGE SPANS
Project Location: St. James Plantation, Highway 211, Southport, Brunswick County
Proposed Project: Remove existing culverts from 2 earthen causeway and replace these culverted areas with
small bridge spans
Please indicate below your agency's position or viewpoint on the proposed project and return this form by March
14, 2002. If you have any questions regarding the proposed project, please contact Janet Russell at 910-395-
3900. When appropriate, in-depth comments with supporting data is requested.
REPLY: This agency has no objection to the project as proposed.
This agency has no comment on the proposed project.
This agency approves of the project only if the recommended changes are incorporated.
See attached.
This agency objects to the project for reasons described in the attached comments.
SIGNED DATE
127 Cardinal Drive Extension, Wilmington, North Carolina 28405-3845
Phone: [phone]\Fax: [phone] \ Internet: http://dcm2.enr.state.nc.us
An Equal Opportunity \ Affirmative Action Employer - 50% Recycled \10% Post Consumer Paper
DIVISION OF COASTAL MANAGEMENT
FIELD INVESTIGATION REPORT
APPLICANT'S NAME: St. James Property Owners Association, Inc.
PROJECT NAME: POLLY GULLY & BEAVERDAM CREEK BRIDGE SPANS
2. SITE LOCATION: St. James Plantation, Highway 211, Southport, Brunswick County
Photc4ndex - 2 W: 9-87 Grid A-21 1995: Unavil. 1939, 4 184-13 Grid W, X -21
This photo information is for St. James Drive, Polly Gully Creek. (No coverage at Players Club)
State Plane Coordinates - X: 2 269 200 Y: 67 400
These coordinates are for St. James Drive, Polly Gully Creek.
3. INVESTIGATION TYPE: CAMA Dredge & Fill
4. INVESTIGATIVE PROCEDURE: Dates of Site Visit - January 10, 2002
Was Applicant Present - Agent Was Present
5. PROCESSING PROCEDURE: Application Rec: - cc: January 22, 2002 - Wilmington
6. SITE DESCRIPTION:
(A) Local Land Use Plan - Brunswick County
Land Classification From LUP - Conservation
(B) AEC(s) Involved: CW, EW,
(C) Water Dependent: Yes
(D) Intended Use: Bridge Span Replacing Culverts
(E) Wastewater Treatment: Existing - Community Sewer System
Planned - No Change
(F) Type of Structures: Existing - Earthen Causeway with Culverts
Planned - Bridge Span To Replace Culverts
(G) Estimated Annual Rate of Erosion: N/A
7. HABITAT DESCRIPTION: [AREA]
DREDCtFD M .T .FD nTNRR
(A) Vegetated Wetlands D& Fill
Federal 404 Wetlands (Beaverdam) 375 sf
Coastal Wetlands (Polly Gully) Temp Road
350' x 55'
Non-Vegetated Wetlands
(C) Other (50' x 30' at each site) Approx.
Old Fill Excavated Out of Wetlands 3000 sf
(D) Total Area Disturbed: Approx. 23,000 square feet or .52 acres
(E) Primary Nursery Area: Yes
(F) Water Classification: SC Sw HQW Open: No
8. PROJECT SUMMARY: The applicant proposes to remove existing culverts from 2 earthen
causeways and replace these culverted areas with small bridge spans.
St .lames Property 0xviiers Association
Page 2
Full size blueprints are available for review by request.
9. PROJECT DESCRIPTION
St James Plantation is an existing residential golf course community off of Highway 211 in Brunswick
County. A portion of the property has been developed with single-family homes, condominiums, golf
courses, clubhouses, marina, boat storage and other amenities for the residents. Approximately half of
the St. James tract has been developed (1000 acres more or less) leaving another 1000 acres of the
property to be developed. St. James borders the Atlantic Intracoastal Waterway and Beaverdam Creek.
Polly Gully Creek, a tributary to Beaverdam Creek bisects the property. The area lies within the Cape
Fear River Basin.
The St. James Property Owners Association is applying to do work at two existing stream crossings. The
existing crossings currently consists of earthen fill causeways with culverts through the fill. The applicants
propose to remove a section of the fill and install slab concrete bridges where the curlverts are. Each
crossing is described separately in the following paragraphs.
Polly Gully Creek is a tidal creek flanked by vast expanses of coastal marsh. It is a tributary of
Beaverdam Creek. Polly Gully splits off of Beaverdam Creek and flows to the north west, unobstructed
until it reaches the fill causeway at St. James Drive. The tide flows through four existing culverts in the
earthen causeway. There is coastal marsh on the upstream side of the fill causeway that is supported by
the tidal flow through the culverts, groundwater and stormwater runoff. The high ground land abutting
the coastal marshes of Polly Gully Creek is developed with Golf Courses or clubhouse amenities.
The waters of Polly Gully Creek have been classified as SC Sw HQW by the Division of Water Quality.
The Division of Marine Fisheries has designated this area as a primary nursery area; it is closed to
shellfishing.
The existing earthen causeway crossing the marsh and creek at St. James Drive is approximately 370'
long by 23' to 28' wide. The main channel of Polly Gully Creek runs through three existing 48"
culverts under the causeway. Farther down the causeway there an existing 18" culvert that has been
retrofitted with a 10" liner. This culvert provides passage for a smaller feeder channel of the same creek.
The three 48" culverts are to be replaced with a 50' concrete bridge span. The existing fill material in
this 50' section would be removed. Two additional 18" culverts are proposed in conjunction with the
existing 18" culvert, which will be left in place.
The applicants are proposing the bridge span because they have concerns about the causeway washing out
during a flood or storm event. St. James Drive provides the only access into and out of Section III of
the development.
A core slab bridge has been designed to replace the three 48' culverts. The bridge span is proposed at
50' long by 28' wide, 21" thick. The top surface elevation is approximately 6.5 with the channel bottom
elevation underneath the bridge being 0.0. The bridge is to be pile-supported with side slopes at each
end. A 15' concrete approach with fill material underneath is proposed at each end of the new concrete
span. See the sketch entitled "New Concrete Core slab Bridge Sketch", Polly Gully Creek. The
installation of this 50' span should result in increased tidal flow while removing a portion of old fill
material out of the coastal wetlands.
St..iames Propcm(_)waers Associati,ni
Page 3
In addition to the above-described work, the applicant plans to replace two 18" outlet pipes from an
existing sediment basin at the northern end of the St. James causeway near the Gauntlet Clubhouse. The
existing pipes are old and need to be replaced. This is not directly related to the bridge work but would
be done at the same time.
In order for the 50' pile-supported bridge span to be installed it will be necessary to construct a temporary
detour road around the work. The applicant proposes to install a plastic geogrid liner in the coastal marsh
immediately west of the existing mad. Temporary fill material for a road would be placed on top of this
liner. The temporary road is designed to be approximately 55' wide by 350' long with approximately
4' of depth (fill). The 55' width includes side slopes. Three 48" temporary culverts are proposed through
the fill. See Sheet C-4, St. James Drive, for alignment, location and cross-section of the proposed
temporary mad. All portions of the temporary mad would be removed after the construction is complete
at the existing causeway road. The impacted coastal marsh area will be restored to the pre-construction
conditions (elevation and marsh plants).
The second bridge span that is proposed is located on Players Club Drive at the causeway crossing of
Beaverdam Creek. Beaverdam Creek is a tidal creek that runs from the Atlantic Intracoastal Waterway
to Highway 211 through St. James Plantation. Some sections of Beaverdam Creek are navigable but
navigability does not appear to extend as far as this Players Club road crossing. Currently the road
crossing consists of an approximate 100' by 32' earthen fill causeway at Beaverdam Creek. There is an
existing wooden bulkhead holding the fill material in place. Four existing culverts presently handle the
flow of the creek through this fill. The culverts are two 30" and two 60" pipes. There are small areas
of federal wetlands along the banks of the creek. The wetlands are denoted on the plans. On Sheet C-4,
Players Club Drive Bridge, note that approximately 375 square feet of federal wetlands will be impacted
by this project. The areas to be impacted lie immediately upstream and downstream of the bridge span.
The reason for the wetland disturbance is fill related to the side slopes of the bridge abutment and
excavation to channel the waters of Beaverdam Creek under the new bridge span. The areas to be
impacted are labeled and cross-hatched on Sheet C-4, Players Club.
The work is being proposed due to the applicants' concern that the road will wash out during storm or
flood events. They report that past storm events have eroded the backfill materials from the end of the
culvert pipes and that backed-up water on the upstream side of the crossing overtops the road at times.
The four culverts are to be replaced with a 50' long by 28' wide concrete bridge span over Beaverdam
Creek. This bridge span will be 21 " thick with an approximate elevation of 16.5. The elevation of the
channel bottom under the bridge is 7.0. Fill slopes are to be located at each end under the bridge. In
addition, 15' long by 26' wide concrete approach slabs are proposed at each end of the bridge. Fill
material will be replaced underneath these approach areas as shown on the "New Concrete Slab Bridge
Sketch", Player's Club Roadway Crossing. The bridge span should provide less restricted flow through
the causeway.
No temporary roadways or temporary fill is associated with this crossing since residents have an alternate
access to their properties.
A tract, Section 20, on the Atlantic Intracoastal Waterway has been designated to store or dispose of any
additional soil material generated from the proposed project. The site is an old spoil disposal area which
has been previously disturbed.
St. James Property Owners Association
Page 4
The waters of Beaverdam Creek have been classified as SC Sw HQW by the Division of Water Quality.
The best use of class SC waters is listed as "aquatic life propagation and survival, fishing, wildlife, and
secondary recreation". The Sw class is swamp waters which have low velocities and other natural
characteristics which are different from adjacent streams. The HQW refers to high quality waters which
are waters rated as excellent based on biological and physical/chemical characteristics through monitoring
or special studies. The Division of Marine Fisheries has designated Beaverdam Creek as coastal waters
and a primary nursery area, closed to the taking of shellfish.
10. ANTICIPATED EMPACTS
Approximately 20,000 square feet of tidal, coastal marsh habitat will be disturbed as a result of this work.
Most of the work should be temporary in nature. There will be 375 square feet of federal wetland impacts
associated with the installation of the Beaverdam Creek bridge span. This work will not be temporary.
The construction will result in some localized, temporary turbidity.
Positive impacts include the removal of old, existing fill underneath the proposed 50' bridge spans at each
crossing.
Janet M. Russell /February 20, 2002 / Wilmington
Project Narrative

Roadway Improvements Project, Polly Gully Bridge and Players Club Drive Bridge
St. James Plantation Property Owners Association, Inc.
Existing Conditions
Polly Gully Bridge Site:
St. James Drive crosses the run of Polly Gully Creek on an earthen fill causeway,
which is supported on each side by a wooden bulkhead. This road crossing site
pre-dates the development of St. James Plantation. The causeway carries all
vehicular traffic into and out of Phase Ill at St. James Plantation. The crossing is
also used for golf cart traffic playing the back nine holes at The Gauntlet Golf
Course. The coastal wetlands on either side of the causeway are near the upper
reaches of the estuarine system, which extends downstream to join Beaverdam
creek and eventually the Intracoastal Waterway. Currently, there are three 48"
diameter culvert pipes that handle the daily tidal flows within the creek channel.
An additional single 18" culvert is located away from the main creek channel and
is aligned with a small feeder channel, which was truncated by the original road
crossing. This culvert was recently repaired under an emergency authorization
from DCM. Due to a pipe joint failure, material supporting the roadbed, had
blocked water flows and created a hole in the road surface. The repair consisted of
cleaning out material within the pipe, inserting a new 10" diameter pipe through
the old pipe and placing cement grout between them to form a permanent seal.
Twin 18" outlet pipes from a sediment trap near the northern end of the crossing
parallel the roadway and terminate near the downstream ends of the main
causeway culverts. Fluctuations in creek levels at the site are predominantly tidal
but are influenced by fresh water from the upper Polly Gully and Middle Swamp
system, especially during intense rainfall events.
Players Club Drive Bridge Site:
Players Club Drive crosses the run of Beaverdam Creek and is situated atop
culverted earthen fill supported by wooden bulkheads. This crossing site also pre-
dates the St. James Plantation development. This roadway currently handles all
vehicular traffic into and out of the Players Club and Regency Park. A new
entrance road is planned which will allow access to these neighborhoods from
highway 211. Use of this new entrance road will allow improvements to the
Beaverdam Creek crossing site without the need for a temporary road. The
crossing site features jurisdictional 404 wetlands but is not within a CAMA Area
of Environmental Concern (AEC). Freshwater flows here are from wetland
headwaters areas and water levels are driven primarily by precipitation received.
The crossing currently features two 60" and two 30" diameter culvert pipes.
Need
Polly'Gully Bridge Site:
A primary concern at this site is- the integrity of the crossing during storm or flood
events. This relates not only to maintaining the single road connection to the
Phase III area, but also to the personal safety of drivers. In order to reduce the
threat of a road washout, alternatives were considered that would allow a greater
volume of water to pass beneath the roadway, which would alleviate the potential
for damages caused by hydraulic pressures. Since they are currently in disrepair,
the replacement of the two parallel drainage pipes from the nearby sediment trap
is also desired. Approximate project costs provided by the engineer were also
considered in the evaluation of alternatives.
Associated benefits from a greater flow capacity relate to the environment. The
upstream portion of the coastal marsh system would experience enhanced tidal
flushing more closely resembling original, pre-crossing conditions. This increased
tidal flushing could benefit larval and juvenile fish and shrimp migrating into and
out of the nursery area upstream of the crossing and increase the availability of
water-bourn nutrients and detritus while extending the reach of more saline waters
from the lower marsh.
Two-way vehicular traffic and golf cart traffic currently share the 23' to 28' wide
paved surface between the wooden guard rails. Future preliminary plans call for
the separation of this traffic with a proposed elevated wooden cart path bridge to
be applied for and constructed by the golf course owner, The Gauntlet at St.
James Plantation, LLC.
Players Club Drive Bridge site:
As with the Polly Gully Bridge site, the integrity of the crossing itself is the
primary concern. Past storm events have eroded backfill material from the
downstream ends of the culvert pipes within the wooden bulkhead. Additionally,
during flooding events, water on the upstream side of the crossing overtops the
eastern approach road. The applicant desires a permanent solution for this
problem. By enhancing the flow capacity under the roadway, the backup of water
would be minimized. Associated benefits would include the reduction of
obstructions within the aquatic corridor.

• ? 'r r ij

Alternatives
Polly Gully Bridge site:
No Action. If no action were taken, the long-term integrity of the causeway
would remain in question due to the limited water exchange capacity of a culvert
system, especially during intense storm or flooding events. Since this is the single
entry point to the entire Phase III area, property owners would lose the
opportunity to help safeguard their traditional access. Associated environmental
benefits resulting from an increase in tidal flushing for the upper marsh would not
occur under the no action alternative.
Full Length Bridize. A full length bridge would provide essentially unobstructed
flows during high water events, maximize tidal flushing for the upper marsh and
allow for the restoration of marsh area currently occupied by the fill causeway.
All of these benefits are desirable, but the cost for such a_briidge is. prehit itive.
The bridge would need to be designed to support all anticipated forms of
construction equipment, concrete trucks and emergency vehicles. An approximate
cost for this type of bridge would be in the range of $2,158,000.
New Alternate Route. The layout of Phase III was based on making use of the
existing causeway crossing location that was present prior to the purchase of the
land for the development of St. James Plantation. In order to access Phase III by
another route, the Middle Swamp wetland system would need to be impacted,
since it extends from the causeway site to the western limits of the St. James
property. The developed sections of Phase II and III that lie on either side of the
run of Middle Swamp are designed neighborhoods with no opportunity for a new
major traffic artery.
Cored Slab Bridge Section (Preferred Alternative). The proposed 50' span cored
slab bridge would allow for improved water passage under the roadway and
reduce the threat of washout or damage to the causeway in high water events. In
order to construct the bridge section, a temporary roadway to handle traffic flow
would be required along approximately 2/3 of the length of the causeway. The
estimated cost for the proposed project is $280,000. This also includes the
planned addition of two 18" culvert pipes under the causeway to the west of the
bridge section near the site of the small, truncated tidal creek. Associated benefits
to the marsh system through increased tidal flushing as described, would also be
realized.
Twin Cored Slab Bridge Sections. This alternative includes an additional 50'
span cored slab bridge at the site of the small, truncated tidal creek. In order to
construct these two spans, the temporary roadway required for traffic flow during
the project would need to cross the entire width of the marsh. The additional
bridge span at the site of the small, truncated tidal creek would not significantly
increase the amount of tidal flushing here as compared to the proposed installation
of the two 18" culvert pipes (in addition to the existing 10" pipe) in this location.
The estimated cost for the twin bridge alternative would be in the range of
$594,000, which is considered prohibitive.
Players Club Drive Bridge Site
No Action. The no action alternative would require on-going maintenance to
address the chronic erosion problem at the lower end of the existing culvert pipe
system during high flow events. The overtopping of the eastern approach road
during flooding events would continue to occur. Associated benefits related to the
increase in flow cross-section would not occur.
Additional Culvert Pipes. The addition of more culvert pipes would increase the
flow rate beneath the roadway to a certain extent. However, with the desire to
maximize the flow to prevent road flooding and to minimize the level of
maintenance at this crossing, the additional culvert alternative does not meet the
goals of the project.
Cored Slab Bridge Section (Preferred Alternativej. The proposed 50' span cored
slab bridge would maximize the flow beneath the roadway and minimize the
threat for flooding of the eastern approach road. Due to the very narrow width of
the streambed, a single 50' span will offer a complete crossing of the normal
waterbody. This alternative best meets the goals of the project.
Additional access information: Access to the Players Club and Regency Park
neighborhoods is currently limited to this crossing. The future entrance road off of hwy
211 will provide a second permanent access point. The distance between the existing
crossing and the new entrance is approximately 1.7 miles. In order to reach the Players
Club and Regency Park from within St. James Plantation, a road must cross the
Beaverdam Creek system. When the future entrance road is completed, the existing
crossing will continue to provide a primary route for access from the St. James Fire
Department and Town Hall, which are located within 500 feet of the crossing.
Project Construction
The engineer has provided the following outline of the construction sequence for both
crossing sites:
Construction Sequence
1. Obtain all necessary permit approvals prior to any land disturbing activity.
2. Hold a pre-construction meeting with the erosion control inspector.
3. Install gravel construction entrance, silt fencing, culvert outlet protection, and -
sediment trapping devices.
4. (For Polly Qully) Install rigid, plastic geogrid over area to support temporary,-
roadway. Using small equipment (e.g. a D-4 or D-5) spiead_sand fill over geogrid
and build temporary road with temporary culverts. - `
5. Excavate proposed drainage channel and drive piles to support new bridge.
6. Re-route any existing utilities under/around drainage channel.
7.' Pour concrete bridge supports, install concrete slabs, post-tension slabs together.
8. Pour concrete bridge approaches.
9. Over-top bridge and approaches with asphalt overlay.
10. (For Polly Qully) Incrementally remove temporary road and culverts. Remove
geogrid from marsh areas and restore to existing conditions.
11. Stabilize (fertilize, seed, and mulch) all disturbed areas as soon as final grades are
established.
12. Once construction is complete and all disturbed areas are stabilized, remove
temporary erosion control measures.
In addition to the above measures, representatives of the Corps of Engineers, NC
Division of Coastal Management and NC Division of Water Quality will be invited to the
pre-construction meeting.
Mitigative Considerations
Polly Gully Bridge Site
Upon the removal of the temporary roadway, the stockpiled marsh substrate material that
was removed for the installation of the temporary culvert pipes will be used to restore the
marsh area and elevation at that location. Spartina alterniflora and Juncus roemeranus
seedlings will be planted on a 2' spacing in the former temporary roadway footprint
based on relative elevation. The Spartina seedlings will be installed in lower elevations
and closer to the run of the creek while Juncus will be placed in higher elevations. Time-
release fertilizer such as Osmocote will be applied within the planting holes to promote
rapid early growth and stabilization. It is also anticipated that rhizomal growth from
beneath the original marsh surface will occur and supplement the planted density. Over
time, with the planted and regenerating species, full restoration of the marsh extent and
function within the temporary roadway area is expected. The improved tidal flushing
associated with the bridge span installation would benefit the upper marsh nursery
function as described.
Players Club Drive Bridge Site
The planned bridge span over Beaverdam Creek will open up the cross-sectional area for
downstream flows. The aquatic corridor will be less restrictive to mobile organism
movements in either direction. The extent of historically formed creek flood plain areas
both above and below the bridge will function in a manner more closely resembling pre-
crossing installation. The installation of a permanent bridge span with bank stabilization
will eliminate periodic erosion of culvert backfill materials into the stream system during
high flow events.
Form DCM-MP-1
APPLICATION
(To be completed by all applicants)
1. APPLICANT
b. City, town, community or landmark
Southport, St. James Plantation
a. Landowner:
Name St. James Plantation Property
Owners Association, Inc.
Address P.O. Box 10879
City Southport State N.C.
Zip 28461 Day Phone [phone]
Fax [phone]
b. Authorized Agent:
Name Steve Morrison
Address Land Management Group, Inc.
P.O. Box 2522
City Amines State N.C.
Zip 28402 Day Phone [phone]
Fax [phone]
c. Project name (if any) N/A
NOTE: Permit will be issued in name of
landowner(s), and/or project name.
2. LOCATION OF PROPOSED
PROJECT
a. County Brunswick
Revised 03/95
c. Street address or secondary road number.
St. James Drive, Players Club Drive
d. Is proposed work within city limits or planning
jurisdiction? Yes X No
e. Name of body of water nearest project (e.g.
river, creek, sound, bay)
Polly Gully, Beaverdam Creek
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.
Replacement of culverted creek crossings with
50' bridge spans. Addition of separate culverts.
Replacement of drain pipes.
b. Is the proposed activity maintenance of an
existing project, new work, or both? Both
c. Will the project be for public, private or
commercial use? Private -Community
d. Give a briefdescription ofpurpose, use, methods
of construction and daily operations of proposed
project. If more space is needed, please attach
additional pages. See attached Project Narrative
-------------
?? ii (; •?` ?1 ?? ??
n ?Z --
Form DCM-MP-1
4. LAND AND WATER
CHARACTERISTICS
a. Size of entire tract N/A, POA road corridor
crossing sites only
b. Size of individual lot(s) N/A
c. Approximate elevation of tract above MHW
or NWL 0-5' MHW Polly Gully site, 0-11' NWL
Players Club Drive site
d. Soil type(s) and texture(s) of tract Lafitte
muck Polly Gully site, Muckalee loam Players
Club Drive site
e. Vegetation on tract Upper coastal marsh
vegetation Polly Gully site, hardwood bottom
vegetation Players Club Drive site
£ Man-made features now on tract Road
crossings, utilities
g. What is the CAMA Land Use Plan land
classification of the site? (Consult the local land use plan)
X Conservation Transitional
Developed Community
Rural Other
h. How is the tract zoned by local government?
Residential
1. Is the proposed project consistent with the
applicable zoning? X Yes No
(Attach zoning compliance cer4ifrcare, Y applicable)
j. Has a professional archaeological assessment
been done for the tract? Yes X No
If yes, by whom? N/A
k. Is the project located in a National Registered
Historic District or does it involve a National
Register listed or eligible property?
Yes X No
Revised 03/95
Are there wetlands on the site? X Yes No
Coastal (marsh) X Other X
If yes, has a delineation been conducted? Yes
(Attach documentation, if available)
in. Describe existing wastewatertreatment facilities.
Community sewer system
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.)
Surface runoff, sediment basin drainage
o. Describe existing drinking water supply source.
County water system
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 ''/z" by 11" white paper. (Refer
to Coastal Resources Commission Rule 710203 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 site. Include highway or secondary road (SR)
numbers, landmarks, and the like.
* A Stormwater Certification, if one is necessary.
h? r
it ,
C, r;iVL; "-'DviENIT
Form DCM-MP-1
* 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 The Gauntlet at St. James Plantation, LLC
Address 3021 Beaver Creek Drive
Southport, N.C. 28461
Phone [phone]
Name First St. James, Inc.
Address P.O. Box 10879
Southport, N.C. 28461
Phone [phone]
* A list of previous state or federal permits
issued for work on the projecttract. Include permit
numbers, permittee, and issuing dates.
* A check for $400 made payable to the
Department of Environment, and Natural
Resources (DENR) to coverthe costs ofprocessing
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 in
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 30th day of November, 2001.
Print Name Steve Morrison (A-gent)
Signature
Landowner orAZworized Agent
Please indicate attachments pertaining to your
proposed project.
X DCM MP-2 Excavation and Fill Information
DCM MP-3 Upland Development
DCM MP4 Structures Information
X DCM. MP-5 Bridges and Culverts
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 DCM-MP-2
EXCAVATION
AND FILL
(Except bridges and culverts)
Attach this form to Joint Application for CAMA
Major Permit, Form DCM-MP-1. Be sure to
complete all other sections ofthe Joint Application
that relate to this proposed project.
Describe belowthe purpose ofproposed excavation
or fill activities. All values to be given in feet.
Average Final
Existing Project
Length Width Depth Depth
***PG=Pnlly C.nlly cite PC=Plovers Club Thrive site***
Temporary 350 55 2 N/A
Road Fill PG temp
PC Bridge 160 20 11 6-11
Support Fill
Culvert Exc. 45 20 7.5 7.5
PG/PC 50 20 9.0 9.5
Channel Exc. 50 28 7.5 7.5
PG/PC 50 28 9.0 9.5
Add. Culverts 45 12 N/A 4.5
PG
Pipe Replace 183 10 1.5 1.5
PG

Revised 03/95
1. EXCAVATION
a. Amount of material to be excavated from below
MHW or NWL in cubic yards PC 47. PG 185
b. Type of material to be excavated Roadway fill
c. Does the area to be excavated include coastal
wetlands (marsh), submerged aquatic vegetation
(SAVs) or other wetlands? X Yes No
d. Highground excavation in cubic yards PC 261,
PG 222
2. DISPOSAL OF EXCAVATED
MATERIAL
a. Location of disposal area Upland area, Section
20 at St. James.
b. Dimensions of disposal area 200'x 200'
c. Do you claim title to disposal area?
Yes X No
If no, attach a letter granting permission from
the owner.
d. Will a disposal area be available for future
maintenance? x Yes No
If yes, where? Same or similar upland area
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
a. Type of shoreline stabilization N/A
Bulkhead Riprap
b. Length N/A
c. Average distance waterward of MHW or NWL
N/A
d. Maximum distance waterward of MHW or
NWL
e. Shoreline erosion during preceding 12 months
N/A
f. Type of bulkhead or riprap material N/A
g. Amount of fill in cubic yards to be placed
below water level
(1) Riprap N/A
(2) Bulkhead backfill N/A
h. Type of fill material N/A
i. Source of fill material N/A
4. OTHER FILL ACTIVITIES
(Ezcludine Shoreline Stabilization)
a. Will fill material be brought to site?
X Yes No
Revised 03/95
If Yes,
(1) Amount of material to be placed in the
water 172 cY
(2) Dimensions of fill area 60'x 30'
(3) Purpose of fill Base support for temporary
culverts
b. Will fill material be placed in coastal wetlands
(marsh), SAVs or other wetlands?
X Yes No
If yes,
(1) Dimensions of fill area PC 80'x 20'. PG
400'x 70'
(2) Purpose of fill PC roadway embankanent.
PG temporary roadway
5. GENERAL
a. How will excavated or fill material be kept on
site and erosion controlled? Silt fencing will be
installed at the top and bottom of fill slopes
b. What type of construction equipment will be
used (for.example, draghne, backhoe, or hydraulic
dredge)?
PG small bulldozers (D4 or D-6) to spread san
d
over rigid plastic grid placed on existing grade: PG
and PC trackhoe/excavator operating on existing
roadway
c. Will wetlands be crossed in transporting
equipment to project site? Yes X No
If yes, explain steps that will be taken to lessen
environmental impacts. N/A
Steve Morrison (Agent)
Applicant r Project Name
Signature
Date

1?'orm DCM-MP-5
BRIDGES AND
CULVERTS
Attach this form to Joint Application for CAMA
Major Permit, form DCM-MP-1. Be sure to
complete all other sections ofthe Joint Application
that relate to this proposed project.
1. BRIDGES
***PG=Poliy Gully site, PC=Players Club Drive site***
a_ Public Private X
b. Type of bridge (construction material)
Cored slab concrete at two crossing sites
c. Water body to be crossed by bridge
Polly Gully and Beaverdam Creek
d. Water depth at the proposed crossing at MLW
or
NWL +/- 2' at each site
e. Will proposed bridge replace an existing bridge?
Yes X No
If Yes,
(1) Length of existing bridge N/A
(2) Width of existing bridge N/A
(3) Navigation clearance underneath existing
bridge N/A
(4) Will all, or a part of, the existing bridge
be removed? (Explain) N/A
f. Will proposed bridge replace an existing
culvert(s)? X Yes No
If Yes,
(1) Length of existing culvert 45' both sites
(2) Width of existing culvert PC 2-30"and 2-
60"- PG 3-48"
Revised 03/95
0
(3) Height of the top of the existing culvert
above the MHW or NWL PC 3.0', PG
(4) Will all, or a part of, the existing culvert be
removed? (Explain) All at bridge sites
g. Length of proposed bridge 50' at both sites
h. Width of proposed bridge 28' at both sites
1. Height of proposed bridge above wetlands
PG approx. 25, PC approx. 9.0'
J. Will the proposed bridge affect existing water
flow? X Yes No
Increased flow capacity at both sites
k. Navigation clearance underneath proposed
bridge N/A, creeks are not navigable at bridge sites
1. Will the proposed bridge affect navigation by
reducing or increasing the existing navigable
opening? Yes X No
if yes, explain N/A
in. Will the proposed bridge cross wetlands
containing no navigable waters? X Yes No
If yes, explain Proposed bridge spans will
reolace existinL, culvert fill crossines resultins in
net decrease in existingz wetland/waters fill.
n. Have you contacted the U.S. Coast Guard
concerning their approval? Yes X No
If yes, please provide record of their action.

Form DCM-MP-5
2. CULVERTS
a. Water body in which culvert is to be placed
Polly Gully
b. Number of culverts proposed 3 temporary, 22
permanent
c. Type of culvert (construction material, style)
HDPE (plastic)
d. Will proposed culvert replace an existing
bridge? Yes X No
If yes,
(1) Length of existing bridge NIA
(2) Width of existing bridge N/A
(3) Navigation clearance underneath
existing bridge N/A
(4) Will all, or a part of, the existing
bridge be removed? (Explain) N/A
e. Will proposed culvert replace an existing
culvert? X Yes No 3 temporary
only
If yes,
(1) Length of existing culvert 40' ea.
(2) Width of existing culvert 48" ea.
(3) Height ofthe top ofthe existing culvert
above the MHW or NWL 02' mbw
(4) Will all, or a part of; the existing
culvert be removed? (Explain) 48" culverts to be
removed for new bridge span
f. Length of proposed culvert 50' for temporary
culverts and permanent culverts away from new
bridge site
g. Width ofproposed culvert 48" for 3 temporary,
18" for 2 permanent
h. Height of the top of the proposed culvert above
the NH-1W or NWL 0.1' temp., 0.2' perm.
1. Will the proposed culvert affect existing water
flow? X Yes No
Revised 03/95
If yes, explain 2 new culverts will supplement
new open bridge span flows in upper tidal range
i. Will the proposed culvert affect existing
navigation potential? Yes X No
If yes, explain N/A
3. EXCAVATION AND FILL
a. Will the placement of the proposed bridge or
culvert require any excavation below the MHW
or NWL? X Yes No
If yes,
(1) Length of area to be excavated PC 50',
PG 50' and 45'
(2) Width of area to be excavated PC 28 PG
28' and 12'
(3) Depth of area to be excavated PC 2.5'. PG
3.9'and 1.4'
(4) Amount of material to be excavated in
cubic yards PC 44 qL PG 115 cy
b. Will the placement of the proposed bridge or
culvert require any excavation within-
X Coastal Wetlands SAVs X Other
Wetlands
If yes,
(1) Length of area to be excavated PC 30',
PG 30' and 60'
(2) Width of area to be excavated PC 18', PG
20' and 32'
(3) Amount of material to be excavated in
cubic yards PC 20 cv, PG 22 cy
c. Will the placement of the proposed bridge or
culvert require any highground excavation?
X Yes _ No
if yes,
(1) Length of area to be excavated PC 50',
PG 50' and 45'
(2) Width of area to be excavated PC 28'. PG
28' and 12'
(3) Amount of material to be excavated in
cubic yards PC 261 CL PG 222 cv
d. If the placement of the bridge or culvert
involves any excavation, please complete the
following:
(1) Location of the spoil disposal area
Upland area section 20, St. names`
Form DCM-MP-5
(2) Dimensions of spoil disposal area
200'x 200'
(3) Do you claim title to the disposal area?
Yes X No
If no, attach a letter granting permission
from the owner.
(4) Will the disposal area be available for
future maintenance? X Yes No
(5) Does the disposal area include any coastal
wetlands (marsh), SAVs, or other
wetlands? Yes X No
If yes, give dimensions if different from
(2) above. N/A
(6) Does the disposal area include any area
below the NIHW or NWL?
Yes X No
e. Will the placement of the proposed bridge or
culvert result in any fill (other than excavated
material described in Item d. above) to be placed
below NMW or NWL? X Yes No
If yes,
(1) Length of area to be filled PC 50% PG 350'
(2) Width of area to be filled PC 10% PG 55'
(3) Purpose of fill PC roadway embankment,
PG temporary roadway
f Will the placement of the proposed bridge or
culvert result in any fill (other than excavated
material described in Item d. above) to be placed
within:
X Coastal Wetlands_SAVs X Other Wetlands
If yes,
(1) Length of area to be filled PC 80', PG 400'
(2) Width of area to be filled PC 20', PG 70'
(3) Purpose of fill PC roadway embankment,
PG temporary roadway
g. Will the placement of the proposed bridge or
culvert result in any fill (other than excavated
material material described in Item d. above) to be
placed on highground? X Yes No
If yes,
(1) Length of area to be filled PC 160, PG
45' and 350'
(2) Width of area to be filled PC 10', PG 12"
and 55'
(3) Purpose of fill PC roadway embankment,
PG fill cover of temp. and new culverts
Revised 03/95
4. GENERAL
a. Will the proposed project involve any
mitigation? X Yes No
If yes, explain in detail Restoration of marsh in
temporary roadway-area, increase in tidal flows
and creek flows at both sites.
b. Will the proposed project require the relocation
of any existing utility lines? X Yes No
If yes, explain in detail PG water line relocation,
PC underground electrical relocation
c. Will the proposed project require the
construction of any temporary detour structures?
PG Yes PC No Poll ?Gully bridge installation
reouires temporary roadway for traffic
d. Will the proposed project require any work
channels? Yes X No
e. How will excavated or fill material be kept on
site and erosion controlled? Silt fencing at top and
bottom of slopes. Jute matting and seeding of road
slopes PC and PG temp. roadway. ftop slope at
bridge openings.
f. What type of construction equipment will be
used (for example, dragline, backhoe or hydraulic
dredge)? Small dozers (D-4 or D-5) to spread sand
at PG. Trackhoe/excavator operating from existing
roadway.
g. Will wetlands be crossed in transporting
equipment to project site? Yes X No
If yes, explain steps that will be taken to lessen
environmental impacts. N/A
h. Will the placement of the proposed bridge or
culvert require any shoreline stabilization?
Yes X No
If yes, explain in detail N/A
Steve Morrison (Agent
Applicant or Project Name
lop
Signature
Date
i
ST. 1AMES
PLANTATION
December 13, 2001
To Whom It May Concern:
It has been brought to my attention by the St. James Property Owners' Association Board
of Directors, that during the construction of the Pully Gully and Players Club bridges
excess spoil will have to be temporarily stored or disposed of.
I hereby grant permission for this storage on a tract of property known as Section 20 and
currently covered under a general stormwater erosion permit.
ohn Atkinson, Jr.
Vice President
First St. James
D!
CA jA L IvEr6Lfi?:I?
St. James Properties, LLC
P.O. Box 10879, Southport, NC 28461, 910-253-3001, 800-245-3871
stjamesplantation.com
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Brunswick County, NC p
02-01-314/02-01-315 November, 2001
Map Source: NC Atlas & Gazetteer 4th Edition ?` SITE
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