91-96 Bald Head Island Limited

Permit Class
Permit Number
NEW
STATE OF NORTH-CAROLINA
Department of Enviionment;'Healti Bt Natural Resources
Coastal Resoirces Commission
in
for <ws
X Major Development in an Area of Env_iibnmental Concern
pursuant to NCGS 113A=118
X Excavation and/or filling pursuant to NCGS 113-229
91-96
.. , . , - - . , „ - , , :.. W .. , . �rsssi.'srs:rs:iS%`I:iri�ill•
,as requested in the permittee's application dated 10/16/96 incl- att- worlmlan drawings,
This permit, issued on 'b — 3 _c\ , is subject to compliance with the application (where consistent
with the permit), all applicable regulations, special conditions and notes set forth below. Any violation of these terms may
be subject to a fine, imprisonment or civil action; or may cause the permit to be null and void.
Excavation
1) In order to protect juvenile fish and other estuarine resources, excavation of the entrance channel
in the River may not take place between February 1 and July 31 of any year without prior
approval of the Division of Coastal Management in consultation with the Division of Marine
Fisheries.
2) An earthen plug will be left between the inland basin and the Cape Fear River until excavation
landward of the plug has been completed. To prevent sedimentation in adjacent waters, 24 hours
will be allowed to elapse before the plug is removed.
This permit action may be appealed by the permittee or
other qualified persons within twenty (20) days of the
issuing date. An appeal requires resolution prior to work
initiation or continuance, as the case may be.
This permit must be accessible on -site to Department
personnel when the project is inspected for compliance.
Any maintenance work or project modification not
covered hereunder requires further Departmental approval.
All work must cease when the permit expires on
December 31, 1999
In issuing this permit, the State of North Carolina agrees
that your project is consistent with the North Carolina
Coastal Management Program.
Signed by the authority of the Secretary of DEHNR and the
Chairman of the Coastal Resources Commission.
Roger N. hecter, Director
Division of Coastal Management
This permit and its conditions are hereby accepted.
Signature of Permittee

Bald Head Island, Limited Permit #91-96
Page 2 of 6
ADDITIONAL CONDITIONS
3) All excavated materials will be confined landward of the mean high water (MHW) elevation
contour within adequate dikes or other retaining structures to prevent the spillover of solids into
any vegetated wetlands or surrounding waters.
4) The terminal end of the pipeline from the dredge into the diked retention area will be positioned
at or greater than 50 feet from any part of the dike and a maximum distance from spillways to
prevent dike erosion and to allow adequate settlement of suspended solids.
5) A water control structure will be installed at the intake end of the effluent pipe leading from the
retention area to ensure maximum settlement of suspended solids.
6) Flow from the diked retention area will be confined by pipe, trough, or similar device to a point
at or below the mean low water (MLW) elevation contour to prevent gully erosion and siltation.
7) No excavated or fill materials will be placed any time in any vegetated wetlands or waters.
8) No vegetated wetlands will be filled.
9) Excavation will not exceed ten (10) feet below the elevation of mean low water (MLW).
10) The temporary placement or double handling of excavated or fill materials within waters or
vegetated wetlands is not authorized.
Bulkhead Construction
11) All bulkheads will be positioned in strict accordance with permit plans.
Marina Flushing/Water Quality Certification
12) (a) The Division of Environmental Management issued Water Quality Certification Nos.
3025 and 2668 for this project on May 29, 1996. Any violation of that Certification will
be considered a violation of this permit.
(b) All project activity will be conducted in a way that prevents a significant increase in
turbidity outside the area of construction or construction -related discharge. Increases
such that the turbidity in the waterbody is 25 NTUs or less are not considered significant.

Bald Head Island, Limited...
ADDITIONAL CONDITIONS
Stormwater Management
Permit #91-96
Page 3 of 6
13) The Division of Environmental Management issued Stormwater Management Permit No. 951012
on April 24, 1996. Any violation of this SW Permit will be considered a violation of this CAMA
permit.
NOTE: The permittee is encouraged to provide a buffer between all upland development and
adjacent wetlands. A 30-50 buffer is recommended.
NOTE: An Erosion and Sedimentation Control Plan will be required for this project. This plan
must be filed at least thirty (30) days prior to the beginning of any land -disturbing
activity. Submit this plan to the Department of Environment, Health and Natural
Resources, Land Quality Section, 127 Cardinal Drive Extension, Wilmington, NC 28405-
3845.
Archaeological Resources
14) Prior to initiation of ground -disturbing construction activities in the immediate vicinity of
archaeological sites 31BW564** and 31BW571, an archaeological assessment (site testing) will
be conducted to evaluate if the sites are eligible for listing in the National Register of Historic
Places.
15) If either site 31BW564** or 31BW571 is determined eligible for listing in the National Register
of Historic Places, and if the sites will be adversely affected by proposed construction activities,
a detailed impact mitigation plan will be developed and executed.
16) All archaeological investigations will be conducted under the direction of an experienced
archaeologist. Upon completion of the site testing and evaluation process, a written report will
be submitted to the N. C. Division of Archives and History. Any mitigation plans developed for
the site must be approved by the Division of Archives and History prior to implementation.
Other Requirements and Recommendations
17) Prior to jetty construction or other structural installation in the River, an Easement is required
from the State Property Office, Department of Administration (telephone: [phone]).
NOTE: The proposed entrance connection and work adjacent the highway right-of-way should be
coordinated through the local DOT District office in Wilmington, and the Ferry Division.
NOTE: Spoil areas can breed mosquitoes. Therefore, Bald Head Island mosquito control or the
Division of Environmental Health should be consulted to help prevent creating mosquito
breeding habitat.

Bald Head Island, Limited
18)
Permit #91-96
Page 4 of 6
ADDITIONAL CONDITIONS
Endangered Species Protection
The permittee will ensure that the following construction guidelines are followed to avoid impacts
to the Federally endangered West Indian Manatee (Trichechus manatus):
(a) The permittee will instruct all personnel associated with the project of the potential presence
of manatees and the need to avoid collisions with manatees.
(b) The permittee will advise all construction personnel that there are civil and criminal penalties
for harming, harassing or killing manatees which are protected under the Marine Mammal
Protection Act of 1972 and the Endangered Species Act of 1973. The permittee and any
contractor may be held responsible for any manatee harmed, harassed or killed as a result of
construction activity.
(c) Siltation barriers will be properly secured and made of material in which manatees cannot
become entangled. The barriers will be regularly monitored to avoid manatee entrapment.
Barriers must not block manatee entry or exit from essential. habitat.
(d) All vessels associated with the project will operate at "no wake/idle" speeds at all times
while in water where the draft of the vessel provides less than four feet clearance from the
bottom. Vessels will follow routes of deep water whenever possible.
(e) If manatees are seen within 100 yards of the dredging area, all appropriate precautions will
be implemented to ensure protection of the manatees. These precautions will include
operating all equipment in such a manner that moving equipment does not come any closer
than 50 feet of any manatee. If a manatee comes within 50 feet of an operating piece of
equipment, or vice versa, the equipment will immediately be shut down.
(f) Any collision with, or injury to, a manatee will be reported immediately to:
Mr. Robert O. Turner
Manatee Coordinator
6620 Southport Drive, South
Suite 330
Jacksonville, Florida 32216-0912
[phone]
(g) The permittee will maintain a log detailing sighting, collisions or injuries to manatees should
they occur during the construction period. Following project completion, a report
summarizing incidents and sightings will be submitted to Mr. Robert O. Turner.

Bald Head Island, Limited
Marina Operational Conditions
Permit 991-96
Page 5 of 6
19) The marina entrance channel jetties shall be permanently lighted. Such lights and signals shall be
in keeping with U. S. Coast Guard specifications and regulations. Lights shall be installed at the
expense of the permtittee.
20) The permittee shall provide for the life of the project fuel and waste spillage protection around the
marine maintenance site to protect surface waters in the event of a spill.
21) This permit does not authorize the interference with any existing or proposed Federal project. The
permittee will not be entitled to compensation for damage or injury to the authorized structure or
work that may be caused from existing or future operations undertaken by the United States in the
public interest.
22) No attempt will be made by the permittee to prevent the full and free use by the public of all
navigable waters at or adjacent to the authorized work. Use of the permitted activity must not
interfere with the public's right to free navigation on all navigable waters of the United States.
23) The permittee will maintain the authorized work in good condition and in concordance with the
terms and conditions of this permit. The permittee is not relieved of this requirement if he abandons
the permitted activity without having the permit transferred to a third party.
24) Prior to occupancy of any new slips authorized under this permit, the permittee will permanently
equip the marina with a pumpout facility to service boats with holding tanks.
25) The marina shall prominently post and enforce a no sewage discharge policy at the entrance and exit
from the main pier.
26) No sewage, whether treated or untreated, shall be discharged at any time from boats using the
marina. Any sewage discharge at the dock facility shall be considered a violation of this permit for
which the permittee is responsible. This prohibition shall be applied and enforced throughout the
entire existence of the permitted structure.
27) Marina operation rules detailing safety and clean boat handling practices will be posted.
28) Trash receptacles, sufficient in numbers, to provide easy access and capacity will be installed at the
manna prior to occupancy.

Bald Head Island, Limited Permit #91-96
Page 6 of 6
ADDITITIONAL CONDITIONS
29) This permit authorizes only the docks, pies and other structures and uses located in or over the water
that are expessly and specifically set forth in the permit application. No other structures, whether
floating or stationary, may become a permanent part of this marina without permit modification. No
non -water dependent uses of structures may be conducted on, in, or over public trust waters without
permit modification.
NOTE: The permittee is reminded that any additional work not depicted on the attached plats
involving basic subdivision infra -structure, marina amenities, including dock design and
channel markers, will require a modification of this permit. Should a question arise as to
the requirement for further authorization, do not hesitate to contact the Division of Coastal
Management.
NOTE: The permittee is reminded of the need to maintain a suitable spoil disposal site at the
project for future channel and basin maintenance.

Permit Class
NEW
STATE O$NORTHCAROLINA
Department of Environment, Health & Natural Resources
and
Coastal,Resotirces Commission
for . C
X x` ..` .
Major DevelopmenCiir an Area of Environmental Concern
pursuant to NCGS 113A-1-18 -
% Excavation and/or fillingpnistiant to NCGS 113-229
Permit Number
91-96
authorizing development in Brunswick County at Case Fear River, at Southport off of RR 1540
as requested in the permittee's application dated 10/16/96 incl. att. workman drawings,
This permit, issued on is subject to compliance with the application (where consistent
with the permit), all applicable regulations, special conditions and notes set forth below. Any violation of these terms may
be subject to a fine, imprisonment or civil action; or may cause the permit to be null and void.
Excavation
1) In order to protect juvenile fish and other estuarine resources, excavation of the entrance channel
in the River may not take place between February 1 and July 31 of any year without prior
approval of the Division of Coastal Management in consultation with the Division of Marine
Fisheries.
2) An earthen plug will be left between the inland basin and the Cape Fear River until excavation
landward of the plug has been completed. To prevent -sedimentation in adjacent waters, 24 hours
will be allowed to elapse before the plug is removed.
attached sheet
This permiLaction may be appealed by the permittee or
other qualified persons within twenty (20) days of the
issuing date. An appeal requires resolution prior to work
initiation or continuance, as the case may be.
This permit must be accessible on -site to Department
personnel when the project is inspected for compliance.
Any maintenance work or project modification not
covered hereunder requires further Departmental approval.
All work must cease when the permit expires on
December 31,1999
In issuing this permit, the State of North Carolina agrees
that your project is consistent with the North Carolina
Coastal Management Program.
Signed by the authority of the Secretary of DEHNR and the
Chairman of the Coastal Resources Commission.
Roger N.Sbhecter, Director
Division of Coastal Management
This permit and its conditions are hereby accepted.
Signature

Bald Head Island, Limited Permit #91-96
Page 2 of 6
ADDITIONAL CONDITIONS
3) All excavated materials will be confined landward of the mean high water (MIIV) elevation
contour within adequate dikes or other retaining structures to prevent the spillover of solids into
any vegetated wetlands or surrounding waters.
4) The terminal end of the pipeline from the dredge into the diked retention area will be positioned
at or greater than 50 feet from any part of the dike and a maximum distance from spillways to
prevent dike erosion and to allow adequate settlement of suspended solids.
5) A water control structure will be installed at the intake end of the effluent pipe leading from the
retention area to ensure maximum settlement of suspended solids.
6) Flow from the diked retention area will be confined by pipe, trough, or similar device to a point
at or below the mean low water (MI.W) elevation contour to prevent gully erosion and siltation.
7) No excavated or fill materials will be placed any time in any vegetated wetlands or waters.
8) No vegetated wetlands will be filled.
9) Excavation will not exceed ten (10) feet below the elevation of mean low water (MLW).
10) The temporary placement or double handling of excavated or fill materials within waters or
vegetated wetlands is not authorized.
Bulkhead Construction
11) All bulkheads will be positioned in strict accordance with permit plans.
Marina Flushing/Water Quality Certification
12) (a) The Division of Environmental Management issued Water Quality Certification Nos.
3025 and 2668 for this project on May 29, 1996. Any violation of that Certification will
be considered a violation of this permit.
(b) All project activity will be conducted in a way that prevents a significant increase in
turbidity outside the area of construction or construction -related discharge. Increases
such that the turbidity in the waterbody is 25 NTUs or less are not considered significant.

Bald Head Island, Limited _ . Permit #91-96
Page 3 of 6
ADDITIONAL CONDITIONS
Stormwater Management
13) The Division of Environmental Management issued Stormwater Management Permit No. 951012
on April 24, 1996. Any violation of this SW Permit will be considered a violation of this CAMA
permit.
NOTE: The permittee is encouraged to provide a buffer between all upland development and
adjacent wetlands. A 30-50 buffer is recommended.
NOTE: An Erosion and Sedimentation Control Plan will be required for this project. This plan
must be filed at least thirty (30) days prior to the beginning of any land -disturbing
activity. Submit this plan to the Department of Environment, Health and Natural
Resources, Land Quality Section, 127 Cardinal Drive Extension, Wilmington, NC 28405-
3845.
Archaeological Resources
14) Prior to initiation of ground -disturbing construction activities in the immediate vicinity of
archaeological sites 31BW564** and 31BW571, an archaeological assessment (site testing) will
be conducted to evaluate if the sites are eligible for listing in the National Register of Historic
Places.
15) If either site 31BW564** or 31BW571 is determined eligible for listing in the National Register
of Historic Places, and if the sites will be adversely affected by proposed construction activities,
a detailed impact mitigation plan will be developed and executed.
16) All archaeological investigations will be conducted under the direction of an experienced
archaeologist. Upon completion of the site testing and evaluation process, a written report will
be submitted to the N. C. Division of Archives and History. Any mitigation plans developed for
the site must be approved by the Division of Archives and History prior to implementation.
Other Requirements and Recommendations
17) Prior to jetty construction or other structural installation in the River, an Easement is required
from the State Property Office, Department of Administration (telephone: [phone]).
NOTE: The proposed entrance connection and work adjacent the highway right-of-way should be
coordinated through the local DOT District office in Wilmington, and the Ferry Division.
NOTE: Spoil areas can breed mosquitoes. Therefore, Bald Head Island mosquito control or the
Division of Environmental Health should be consulted to help prevent creating mosquito
breeding habitat.

Bald Head Island, Limited . _ .., _ _ --
18)
ADDITIONAL CONDITIONS
Endangered Species Protection
Permit 991-96
Page 4 of 6
The permittee will ensure that the following construction guidelines are followed to avoid impacts
to the Federally endangered West Indian Manatee (Trichechus manatus):
(a) The permittee will instruct all personnel associated with the project of the potential presence
of manatees and the need to avoid collisions with manatees.
(b) The permittee will advise all construction personnel that there are civil and criminal penalties
for harming, harassing or killing manatees which are protected under the Marine Mammal
Protection Act of 1972 and the Endangered Species Act of 1973. The permittee and any
contractor may be held responsible for any manatee harmed, harassed or killed as a result of
construction activity.
(c) Siltation barriers will be properly secured.and made of material in which manatees cannot
become entangled. The barriers will be regularly monitored to avoid manatee entrapment.
Barriers must not block manatee entry or exit from essential habitat.
(d) All vessels associated with the project will operate at "no wake/idle" speeds at all times
while in water where the draft of the vessel provides less than four feet clearance from the
bottom. Vessels will follow routes of deep water whenever possible.
(e) If manatees are seen within 100 yards of the dredging area, all appropriate precautions will
be implemented to ensure protection of the manatees. These precautions will include
operating all equipment in such a manner that moving equipment does not come any closer
than 50 feet of any manatee. If a manatee comes within 50 feet of an operating piece of
equipment, or vice versa, the equipment will immediately be shut down. .
(f) Any collision with, or injury to, a manatee will be reported immediately to:
Mr. Robert O. Turner
Manatee Coordinator
6620 Southport Drive, South
Suite 330
Jacksonville, Florida 32216-0912-
[phone]
(g) The permittee will maintain a log detailing sighting, collisions or injuries to manatees should
they occur during the construction period. Following project completion, a report
summarizing incidents and sightings will be submitted to Mr. Robert O. Turner.

Bald Head Island, Limited
Marina Operational Conditions
Permit #91-96
Page 5 of 6
19) The marina entrance channel jetties shall be permanently lighted. Such lights and signals shall be
in keeping with U. S. Coast Guard specifications and regulations. Lights shall be installed at the
expense of the permtittee.
20) The permittee shall provide for the life of the project fuel and waste spillage protection around the
marine maintenance site to protect surface waters in the event of a spill.
21) This permit does not authorize the interference with any existing or proposed Federal project. The
permittee will not be entitled to compensation for damage or injury to the authorized structure or
work that may be caused from existing or future operations undertaken by the United States in the
public interest.
22) No attempt will be made by the permittee to prevent the full and free use by the public of all
navigable waters at or adjacent to the authorized work. Use of the permitted activity must not
interfere with the public's right to free navigation on all navigable waters of the United States.
23) The permittee will maintain the authorized work in good condition and in concordance with the
terms and conditions of this permit. The permittee is not relieved of this requirement if he abandons
the permitted activity without having the permit transferred to a third parry.
24) Prior to occupancy of any new slips authorized under this permit, the permittee will permanently
equip the marina with a pumpout facility to service boats with holding tanks.
25) The marina shall prominently post and enforce a no sewage discharge policy at the entrance and exit
from the main pier.
26) No sewage, whether treated or untreated, shall be discharged at any time from boats using the
marina. Any sewage discharge at the dock facility shall be considered a violation of this permit for
which the permittee is responsible. This prohibition shall be applied and enforced throughout the
entire existence of the permitted structure.
27) Marina operation rules detailing safety and clean boat handling practices will be posted.
28) Trash receptacles, sufficient in numbers, to provide easy access and capacity will be installed at the
marina prior to occupancy.

Bald Head Island, Limited Permit #91-96
Page 6 of 6
ADDITITIONAL CONDITIONS
29) This permit authorizes only the docks, pies and other structures and uses located in or over the water
that are expessly and specifically set forth in the permit application. No other structures, whether
floating or stationary, may become a permanent part of this marina without permit modification. No
non -water dependent uses of structures may be conducted on, in, or over public trust waters without
permit modification.
NOTE: The permittee is reminded that any additional work not depicted on the attached plats
involving basic subdivision infra -structure, marina amenities, including dock design and
channel markers, will require a modification of this permit. Should a question arise as to
the requirement for further authorization, do not hesitate to contact the Division of Coastal
Management.
NOTE: The permittee is reminded of the need to maintain a suitable spoil disposal site at the
project for future channel and basin maintenance.

Permit Class
NEW
Permit Number
91-96
STATE OF NORTH=CAROLINA
Department of Environment,-Healtt & Natural Resources
- _
Coastal Resotitrces.Commission
.. r,
�erri�it
R
Major Develop inentih an'A ' f-Envirotimental Concern
pursuant to NCGS 113X418__' r
Excavation and/or fillidg pursuant to NCGS 113-229
as requested in the permittee's application dated 10/16/96 incl- att. worknlan drawings,
site plan dated rev. 2/15/96 & sheets 4 7 & 11-13 of 13 for bulkhead & jetty detail dated rec. 11/15/95,
This permit, issued on -11) — 3 _qA� , is subject to compliance with the application (where consistent
with the permit), all applicable regulations, special conditions and notes set forth below. Any violation of these terms may
be subject to a fine, imprisonment or civil action; or may cause the permit to be null and void.
Excavation
1) In order to protect juvenile fish and other estuarine resources, excavation of the entrance channel
in the River may not lake place between February 1 and July 31 of any year without prior
approval of the Division of Coastal Management in consultation with the Division of Marine
Fisheries.
2) An earthen plug will be left between the inland basin and the Cape Fear River until excavation
landward of the plug has been completed. To prevent sedimentation in adjacent waters, 24 hours
will be allowed to elapse before the plug is removed.
attached sheet for Additional
This permit action may be appealed by the permittee or
other qualified persons within twenty (20) days of the
issuing date. An appeal requires resolution prior to work
initiation or continuance, as the case may be.
This permit must be accessible on -site to Department
personnel when the project is inspected for compliance.
Any maintenance work or project modification not
covered hereunder requires further Departmental approval.
All work must cease when the permit expires on
December 31, 1999
In issuing this permit, the State of North Carolina agrees
that your project is consistent with the North Carolina
Coastal Management Program.
Signed by the authority of the Secretary of DEHNR and the
Chairman of the Coastal Resources Commission.
Roger N.Sbhecter, Director
Division of Coastal Management
This permit and its conditions are hereby accepted.
Signature of Permittee

Bald Head Island, Limited o Permit #91-96
Page 2 of 6
ADDITIONAL CONDITIONS
3) All excavated materials will be confined landward of the mean high water (MHW) elevation
contour within adequate dikes or other retaining structures to prevent the spillover of solids into
any vegetated wetlands or surrounding waters.
4) The terminal end of the pipeline from the dredge into the diked retention area will be positioned
at or greater than 50 feet from any part of the dike and a maximum distance from spillways to
prevent dike erosion and to allow adequate settlement of suspended solids.
5) A water control structure will be installed at the intake end of the effluent pipe leading from the
retention area to ensure maximum settlement of suspended solids.
6) Flow from the diked retention area will be confined by pipe, trough, or similar device to a point
at or below the mean low water (MLW) elevation contour to prevent gully erosion and siltation.
7) No excavated or fill materials will be placed any time in any vegetated wetlands or waters.
8) No vegetated wetlands will be filled.
9) Excavation will not exceed ten (10) feet below the elevation of mean low water (MLW).
10) The temporary placement or double handling of excavated or fill materials within waters or
vegetated wetlands is not authorized.
Bulkhead Construction
11) All bulkheads will be positioned in strict accordance with permit plans.
Marina Flushing/Water Quality Certification
12) (a) The Division of Environmental Management issued Water Quality Certification Nos.
3025 and 2668 for this project on May 29, 1996. Any violation of that Certification will
be considered a violation of this permit.
(b) All project activity will be conducted in a way that prevents a significant increase in
turbidity outside the area of construction or construction -related discharge. Increases
such that the turbidity in the waterbody is 25 NTUs or less are not considered significant.

Bald Head Island, Limited
ADDITIONAL CONDITIONS
Stormwater Management
_. Permit #91-96
Page 3 of 6
13) The Division of Environmental Management issued Stormwater Management Permit No. 951012
on April 24, 1996. Any violation of this SW Permit will be considered a violation of this CAMA
permit.
NOTE: The permittee is encouraged to provide a buffer between all upland development and
adjacent wetlands. A 30-50 buffer is recommended.
NOTE: An Erosion and Sedimentation Control Plan will be required for this project. This plan
must be filed at least thirty (30) days prior to the beginning of any land -disturbing
activity. Submit this plan to the Department of Environment, Health and Natural
Resources, Land Quality Section, 127 Cardinal Drive Extension, Wilmington, NC 28405-
3845.
Archaeological Resources
14) Prior to initiation of ground -disturbing construction activities in the immediate vicinity of
archaeological sites 31BW564** and 31BW571, an archaeological assessment (site testing) will
be conducted to evaluate if the sites are eligible for listing in the National Register of Historic
Places.
15) If either site 31BW564** or 31BW571 is determined eligible for listing in the National Register
of Historic Places, and if the sites will be adversely affected by proposed construction activities,
a detailed impact mitigation plan will be developed and executed.
16) All archaeological investigations will be conducted under the direction of an experienced
archaeologist. Upon completion of the site testing and evaluation process, a written report will
be submitted to the N. C. Division of Archives and History. Any mitigation plans developed for
the site must be approved by the Division of Archives and History prior to implementation.
Other Requirements and Recommendations
17) Prior to jetty construction or other structural installation in the River, an Easement is required
from the State Property Office, Department of Administration (telephone: [phone]).
NOTE: The proposed entrance connection and work adjacent the highway right-of-way should be
coordinated through the local DOT District office in Wilmington, and the Ferry Division.
NOTE: Spoil areas can breed mosquitoes. Therefore, Bald Head Island mosquito control or the
Division of Environmental Health should be consulted to help prevent creating mosquito
breeding habitat.

Bald Head Island, Limited
ADDITIONAL CONDITIONS
Endangered Species Protection
Permit #91-96
Page 4 of 6
18) The permittee will ensure that the following construction guidelines are followed to avoid impacts
to the Federally endangered West Indian Manatee (Trichechus manatus):
(a) The permittee will instruct all personnel associated with the project of the potential presence
of manatees and the need to avoid collisions with manatees.
(b) The permittee will advise all construction personnel that there are civil and criminal penalties
for harming, harassing or killing manatees which are protected under the Marine Mammal
Protection Act of 1972 and the Endangered Species Act of 1973. The permittee and any
contractor may be held responsible for any manatee harmed, harassed or killed as a result of
construction activity.
(c) Siltation barriers will be properly secured and made of material in which manatees cannot
become entangled. The barriers will be regularly monitored to avoid manatee entrapment.
Barriers must not block manatee entry or exit from essential habitat.
(d) All vessels associated with the project will operate at "no wake/idle" speeds at all times
while in water where the draft of the vessel provides less than four feet clearance from the
bottom. Vessels will follow routes of deep water whenever possible.
(e) If manatees are seen within 100 yards of the dredging area, all appropriate precautions will
be implemented to ensure protection of the manatees. These precautions will include
operating all equipment in such a manner that moving equipment does not come any closer
than 50 feet of any manatee. If a manatee comes within 50 feet of an operating piece of
equipment, or vice versa, the equipment will immediately be shut down.
(f) Any collision with, or injury to, a manatee will be reported immediately to:
Mr. Robert O. Turner
Manatee Coordinator
6620 Southport Drive, South
Suite 330
Jacksonville, Florida 32216-0912
[phone]
(g) The permittee will maintain a log detailing sighting, collisions or injuries to manatees should
they occur during the construction period. Following project completion, a report
summarizing incidents and sightings will be submitted to Mr. Robert O. Turner.

Bald Bead Island, Limited
Marina Operational Conditions
Permit #91-96
Page 5 of 6
19) The marina entrance channel jetties shall be permanently lighted. Such lights and signals shall be
in keeping with U. S. Coast Guard specifications and regulations. Lights shall be installed at the
expense of the permtittee.
20) The permittee shall provide for the life of the project fuel and waste spillage protection around the
marine maintenance site to protect surface waters in the event of a spill.
21) This permit does not authorize the interference with any existing or proposed Federal project. The
permittee will not be entitled to compensation for damage or injury to the authorized structure or
work that may be caused from existing or future operations undertaken by the United States in the
public interest.
22) No attempt will be made by the permittee to prevent the full and free use by the public of all
navigable waters at or adjacent to the authorized work. Use of the permitted activity must not
interfere with the public's right to free navigation on all navigable waters of the United States.
23) The permittee will maintain the authorized work in good condition and in concordance with the
terms and conditions of this permit. The permittee is not relieved of this requirement if he abandons
the permitted activity without having the permit transferred to a third party.
24) Prior to occupancy of any new slips authorized under this permit, the permittee will permanently
equip the marina with a pumpout facility to service boats with holding tanks.
25) The marina shall prominently post and enforce a no sewage discharge policy at the entrance and exit
from the main pier.
26) No sewage, whether treated or untreated, shall be discharged at any time from boats using the
marina. Any sewage discharge at the dock facility shall be considered a violation of this permit for
which. the permittee is responsible. This prohibition shall be applied and enforced throughout the
entire existence of the permitted structure.
27) Marina operation rules detailing safety and clean boat handling practices will be posted.
28) Trash receptacles, sufficient in numbers, to provide easy access and capacity will be installed at the
marina prior to occupancy.

Bald Bead Island, Limited Permit #91-96
Page 6 of 6
ADDITITIONAL CONDITIONS
29) This permit authorizes only the docks, pies and other structures and uses located in or over the water
that are expessly and specifically set forth in the permit application. No other structures, whether
floating or stationary, may become a permanent part of this marina without permit modification. No
non -water dependent uses of structures may be conducted on, in, or over public trust waters without
permit modification.
NOTE: The permittee is reminded that any additional work not depicted on the attached plats
involving basic subdivision infra -structure, marina amenities, including dock design and
channel markers, will require a modification of this permit. Should a question arise as to
the requirement for further authorization, do not hesitate to contact the Division of Coastal
Management.
NOTE: The permittee is reminded of the need to maintain a suitable spoil disposal site at the
project for future channel and basin maintenance.

-M I .
Form DCM-MP-1
APPLICATION
(To be completed by all applicants)
b. City, town, community or landmark
Southport, North Carolina
1. APPLICANT
c. Street address or secondary road number
S.R. 1540
a. Landowner:
Name Pfizer, Inc. d. Is proposed work within city limits or planning
jurisdiction? X Yes No
Address 235 E. 42nd Street' e. Name of body of water nearest project (e.g. river„
City New York _ State NY creek, sound, bay) Cane Fear River
Zip 10017 Day Phone [phone]
Fax [phone]
D TR(0� )JV_E MSCRIPTION AND PLANNED USE
-
F�ROPOSED PROJECT
b. Authorized -Agent: NOV.15
Name Bald Head Island, L'imite@IVISION Ux. List all development activities you propose (e.g.
OAS AL MANAGEMLIOMIngahome, motel, marina; bulkhead, pier, and
P. 0. Box 3069 excavation and/or filling activities.
Address Operations complex for Bald Head
Island, Limited which will contair.
City Bald Head Island State NC marina -for oassencer ferry andbarg
marine maintenance facilityparkinc
orzices.
Zip 2 R a 9 i Day Phone 910— 4 5 7 — 7 3 3 9 • b. Is the proposed activity maintenance of an existing
project, new,work, or both? New work
Fax [phone]_
c. Project name (if any)
Pfizer Tract
NOTE. Perndt will be issued in name of lm,do+.++erft), mid/or
project name. -
2. LOCATION OF PROPOSED
PROJECT
a. County Brunswick.-
c. Will the project be for public, private or commercial
use? Private
d. Give a brief description of purpose, use, methods of
construction and daily operations of proposed
project. If more space is needed, please attach
additional pages Land based operationf.oi
access to and from Bald HeadIsl'anc
for residents, resort guests,
employees & contractors. T emarin<
will be dredged with spoil being�
disposed of on site. Road beds,
parking areas-willbe constructed
with heavy equipment with detailec
construction by a general contract

Form DCM-MP-1
4. LAND AND WATER
CHARACTERISTICS
a. Size of entire tract 171.8 AC
b. . Size of individual lot(s)
N/A
c. Approximate elevation of tract above MHW or
. NWL Varies from 7 MSL to 26 MSL
m. Describe existing wastewater treatment facilities.
Existing into the City of
Southport.
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.)
Surfact runoff.
d. Soil type(s) and texture(s) of tract (�
existing drinking water supply source.
Wando, Lakeland, Fore_s_ton_ a
t1 f Southport.
Leon/Lynnhaven
I
e. Vegetation on tract Mixed hardwoo ,Ld NOV 15
lgg_
pine with un—ETs-t—urnect live oaks
on site. DIVISION
OF
T
f. Man-made features now on tract ExistL`,9*STAL MA
E iE
Bald Head Island construction 5.
ADDITIONAL INFORMATION
barge landing and old dirt roads.
g. What is the CAMA Land Use Plan land In
addition to the completed application form, the
classification of the site? (Can:adr the local rand are plan.) following items must be submitted:
Municipal and Urban Transitional
Conservation Transitional •
A copy or the deed (with state application only) or
Developed Community
Rural X Other,
other instrument under which the applicant claims title
to the affected properties. If the applicant is not
TR Transitional Res. DI Devel. Industrial
h. How is the tract zoned by local government?
claiming to be the owner of said property, then
R—i and T—t
forward a copy of the deed or other instrument under
which the owner claims title, plus written permission
i. Is the proposed project consistent with the applicable
from the owner to carry out the project.
zoning? X Yes No
(Artacn Zoning compliance certificate, ifapplieoble) •
An accurate, dated work plat (including plan view
(dill require conditional use permit
and cross -sectional drawings) drawn to scale in black
j. Has a professional archaeological assessment been
ink on an 8 1/2" by 11" white paper. (Refer to
done for the tract? X Yes No
Coastal Resources Commission Rule 7J.0203 for a
If yes, by whom? Thomas Hargrove
detailed description.) .
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
I. Are there wetlands on the site? X Yes _ No
Coastal (marsh) Other X
If yes, has a, delineation been conducted? Yes
(Aaach documentation, if available)
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

FormiilCM-NP4 -- '
n
V
D
S
�I
site. "Include highway or secondary road (SR)
numbers, landmarks, and the like.
A Stormwater Certification, if one is necessary
A list of the names and complete addresses of the
adjacent waterfront (riparian) landowners and
signed return receipts as proof that such owners
have received a copy of the application and plats
by certified mail. Such landowners must be advised
that they have 30 days in which to submit comments
on the proposed project to the Division of Coastal
Management. Upon signing this form, the applicant
further certifies that such notice has been provided.
Name fames Harper
Address p. O. Box 10548 Southoort.NC 28461
Phone
Name Dan Harrelson
Address P O RnR 1 m no Snnth-)nrt Nr 9aa:,l
Phone [phone]
Name Arch.r Daniels Cdem
Address p O anx 1470 or-ati,r. TT. 62c;?r,
Phone rn TOP �
This DiUth 16th day of Oct. 19 95A list of previous sate or federal pecmiued for
work on the project tract. Include permit numbW/ 15 1WIt Name
permittee, and issuing dates. DIVISION OF
COASTAL NIANA ig
ja=dow r or Awhorized Agma
6. CERTIFICATION AND PERNUSSION
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.
• A check: for $250 made payable to the Department of
Environment, Health, and Natural Resources
(DEHNR) to cover the costs of processing the
application.
• A signed AEC hazard notice for projects in
oceanfront and inlet areas.
• A statement of compliance with the N.C.
Environmental Policy Act (N.C.G.S. 113A - 1 to
10) If the project involves the expenditure of public
funds or use of public lands, attach a statement
documenting compliance with the North Carolina
Environmental Policy AcL
I further certify that the information provided in this
application is truthful to the best of my knowledge.
Please indicate attachments pertaining to your proposed
project.
x DCM MP-2 Excavation and Fill Information
* DCM MP-3 Upland Development
x DCM MP-4 Structures Information
_ DCM MP-5 Bridges and Culverts
x DCM MP-6 Marina Development
NOTE. Please sign and date each attachment in the
space provided at the bottom of each form.

.CAVATION o l v
M FILL T «OV 15 1995
D
L.vib;'O+N OF
ides and culverts) COASTAL MANAGEMENT
form to Joint Application for CAMA Major
)rm DCM :MP-1. Be sure to complete all
ons of the Joint Application that relate to this
)roject.
)elow the purpose of proposed excavation or
ies. All values to be given in feet.
r (iJw'L)
1
dcwater
!r
:hiding
nelinc
abUl=ian)
Average Final
E=sting Project
Length Width Depth Depth
750'
150'
+3
-10'
700'
300'
+9
-8'
r
1. EXCAVATION
a. Amount of material to be excavated from below
Mh-W or NWL in cubic vards13 , 000 cubic vd
b. Type of material to be excavated Sand
c. Does the area to be excavared include coastal
wetlands (marsh), subme ;ed aquatic ve;eration
(SAVs) or orher wetlands? X Yes _ No
d. Hi.-h.-round excavation in cubic vards 208 , 000
- Di- vds.
?. DISPOSAL OF EXCAVATED
MATERIAL,
a. Location of disposal area
East of Marina
Existing spoil basin site.
b. Dimensions of disposal area 1, 6 0 0' x 3001
c. Do you claim title to disposal are:?
X Yes No
If no, attach a le^.er grantin; permission from the
owner.
d. Will a disposal area be available for future
maintenancz? X Yes No
If yes, where? Same Location
J .'Inc

.1
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
If yes,
(1) Amount of material to be placed in the
water
(2) Dimensions of fill area
(3) Purpose of fill
b. Wi11 fill material be placed in
(marsh), SAVs or other wetlands?
ISHORELINE STABILIZATION 5� Yes x No
a. Type of shoreline stabilization imensions of till area
5() _
X Bulkhead X Riprap NOV 15 199
(_) Purrose of :ill
OF
b. Length 3400 LF (Bulkhead) ^^ DIVISION ^rT AL MANAGEMENT
1800 LF Rip Rap
Average distance waterward of MHW or NWL
200'
�. GENER-A-L
d. Maximnum distance wate:tvard of MHW or NWL _
400a. How will excavated or fail material be kept or site
z. Shoreline erosion during preceding 12 months and erosion controlled? DiSDOsed into
No information given at this time. existinc spoil basir. site
(Source ?i :nforncaanj
f. Type of bulkhead or riprap material Concrete
Bulkhead and PVC Panels
Amount of fill in cubic vards to be placed below
water level
(1) Riprao 285 cubic yards
(2) Bulkhead'oacknil None
t. Type of fill material Sand & muck
Source of fill material on site
. OTHER FILL ACTIVITIES
(Excluding Shoreline Stabilization)
Will fill material be brought to site?
Yes X No
coastal. wetlands
b. What type,.of cons-,,ic:ion equipment will be used
(for examnie, Aragiine, back:.oe, or hydraulic
dredge)?
Dredge, backhoe and bulldozer
c. Will wetlands be cr ssed in transporting equipment
to project site? _ Yes X No
If yes, explain steps that will. be taken to lessen
environmental impacm.
Pfizer
%Tract
�i /
ssigmture
Baia Head Island
Director of Punning
o'czober 16. �995
Dais

Form DCM-MP-3 "
UPLAND.F-Nov'i DEVELOP NT5 1995
(Construction and/or land disturbing activities) DIVISION OF
COASTAL MANAGEMENT
Araca this form to Joint Applicarion for CAMA Major
h.
proie_cs that require a CAMA Major Development
Permit, Form DCM4M2-1. Be sure to complete all
permit may also require a Stormwater Cemiicaon.
other seniors of the Joint Application that relate to this
Has a site development plan been submitted to the
Division of B'nvim orentl Managemern for review?
proposed project.
% yes No
a. Type and number of buildings, facilities, .units or
If yes, date submitted October 16, 1005
st.nac-ures proposed 6 Mar_ne related
i.
Describe proposed me -hod of sewage disposal.
ctures
Secric tank with ground ahscrptlo
b. Number of lots or parcels No residential
or connection to City or- soathaort
development proposed at this time.
j.
Have the facilities des..-lbed in Item i. above
, s:ry (��v„ the Dumber of r.s:d..tial units and il`l..
c. D_,.. a e e
'ved sate or local approval? No
recel
N7A
(AC�c: oaropr�•e docrrr._-ianJ
units per acre)
k.
Describe location and type of proposed disc a=;es to
d. SL e of area to be filed or disrurb�d
waters of the state (for examine, sur ace :_ no; ,
graded,
including roads, ditches, etc. 53 AC
sanitary wastewater, indusmal/co.:.-.tercial ._'-Le,
"D
"wash down" and residenraI discharges).
Surface runoff -into crass swales,
" e. If the proposed Droiea will disturb more than one
infiltr-tion basin andretention
acre of land, the Division of Land Resources must
basins.
receive an erosion and sedimentation control plan at
1.
Describe proposed drinking water supply source
lest 30 days before land disturbing ac:iviry begins.
(e.g. well, cohnnlutriry, public system, etc.)
If applicable, has a sedimentation and erosion
Community , well and public
control plan been submitted to the Division of Land
Resources? --Yes x No
m.
water be Yes R No
If yes, date submitted Will submit plan
ny acr s9
If yes, how many aces?
If y
prior to development.
f. List, the materials (such as marl, paver stone,
n.
If the project is a oceanfront development, when
asphalt, or concrete) to be used for paved surfaces.
was the lot(s) platted and recorded? NA
Marl, concrete, asphalt,
concrete pavers.
PfizerTract
g. Give the percentage of the tract within 75 feet of
Nec,
�MHW
or NWL, or within 575 feet in the case of an
Outstanding Resource Water, to be covered by
and
ture aa lsPlan
Director of Planning
impervious and/or built -upon surfaces, such as _
October 16, 1995
pavement, buildings, rooftops, or to be used for
Dam
vehicular driveways or Darkin,a. i12, 900 SF

• � J
Form DCM-MP-t
STRUCTURES
(Construction within Public Trust Areas)
Attach this form to Joint Application for CAMA Major
Permit, Form DCM-MP-1. Be sure to complete all
other sections of the Joint Application which relate to
this proposed project.
a. Dock(s) and/or Pier(s)
(1) — Commercial _Community X Private
(2) Number No slips at this time.
(3) Length
(4) Width
(5) Finger Piers —Yes _ No
(i) Number
(ii) Length
(iii) Width
(6) Platform(s) X Yes _ No
(i) Number 3
(ii) Length 400'- (Total)
(iii) Width -i0'
(7) Number of slips proposed Not vet determined
(8) Proximity of structure to adjacent riparian
property lines 1000,
(9) Width of water body. 300' at Marina
(10) Water depth at water -ward end of pier at
MLW or NWL -10 MLw
b. Boathouse (including covered lifts)
(1) Commercial Private
(2) Length
(3) Width
c. Groin (e.g. wood, sheetpile, etc.)
(1) Number
(2) Length(s)
d. Breakwater (e.g.
wood, sheetpile, etc.) Jetty
(1)
Length
350' and 460'
(2)
Average
distance from MHW, NWL or
wetlands
200' Avg.
(3)
Maximum distance beyond MHW, NWL or
wetlands
4 6 0 '
71L NOV 151995
DIVISION OF
COASTAL MANAGEMENT '
e. Mooring buoys
(1) _ Commercial _Community _ Private
(2) Number
(3) Description of buoy
(Color, inscription, size, anchor, etc.)
(4)
(5)
Width of water body -
Distance buoy(s) to
shoreline
be placed beyond
f. Mooring structure (boatlift, mooring pilings, etc.)
(1) _ Commercial _Community X Private
(2) 'Number 4
(3) Length 150,
(4) Width 100,
g. Other (Give complete description)
Please note all survey informatior
based on NVGD as surveyed by
Brunswick Surveying.
Pfizer Tract
(��_ �/�/J
g�'tunBald Head Island
Director of Planning
October 16, 1995
Date

Voir'in DCM-M]4
MARINA
DEVELOPMENTL NOV 1===..J
(Required for the mooring of more than 10 vessels)
Attach this form to Joint Application for CAMA Major
Permit, Form DCM-MP-1. Be sure to complete all
other sections of the Joint Application that relate to this
proposed project.
I. MARINA CHARACTERISTICS
DIVISIUN OF
COASTAL MANAGEMENT
g. Tjpical boat length 70'
h. Maximum boat length 175'
i. Are any floating structures planned? Possible
If so, describe No .-slips- at this time,
Possible ..ten tuture development-.,
and not part of this submittal.
a.
Check below the type of marina proposed.
X Commercial _ Public _ Residential
2. MARINA OPERATIONS
b.
Will the marina be open to the general public?
Yes _X No
a. Check each of the following sanitary facilities that
c.
If there is residential develdptnent associated with
will be included in the proposed project.,
the marina, how many units or lots are planned and
4 Office toilets
how many are currently developed?
6 Toilets for patrons
Yes, potential future residential
Number 10
development.
Location Structures adjacent tq
2 Showers marina.
d.
Check all of the types of services to be provided.
Boat holding tank pumpout
N/AFull service, including travel lift and/or rail
Type and locations; r- -+i v to sewer
X Dockage, fuel, and marine supplies
Dockage ("wet slips") only
Number of slips No slips at this time.
b. Describe treatment type and disposal location for all
None Dry storage
sanitary wastewater. Septic tank with
Number of boats N/A
ground absorption.
Boat ramps)
Other (describe) Barge Landing
c. Describe the disposal of solid waste, fish offal and
e.
Check below the proposed type of siting.
trash disposal. City of Southport
X Land cut and access channel
X Open water with dredging for basin and/or
channel
Open water, no dredging required
Other (describe)
f. Describe the typical boats to be served (for example,
open runabout, charter boats, sail boats, mixed
types).Passenger, sailboat & barge
d. How will overboard discharge of sewage from boats
be controlled? Pump out station
to City of Sout port sewer.
e. Give the location and number of "No Sewage
Discharge" signs proposed. 2

Form DChi-IMT-6
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 from vessel maintemuice be
disposed of ? N/A
h. Give the number of channel markers and 'No
Wake" signs proposed. 1
i. Give the location of fuel -handling facilities, and
describe the safety measures planned to protect area
water quality: Yes - Fuel delivery to
bulk fuel - above around tanks.
j. Describe design measures that promote boat basin
flushing or circulation and that reduce water quality
impacts. Marina access angled to
increase flushing during low
tidal flows. In ad iMh access
channel slopes from-8 MSL to 10 MSL
at entry.
k. What will be the marina policy on overnight and
live -board dockage? N/A
1. Is the proposed marina located near any shellfish
leases? Yes x . No
If yes, give the name and address of the leaseholder.
m. If this project is an expansion of an existing marina,
what types of services are currently provided? _
No
n. How many slips are now available? None
o. Is the marina proposed within a primary or
secondary nursery area? Yes x .No
p. Is the marina proposed within an area open to
shellfish harvesting? Yes x No
q. Give the location and number of "Pumpout
Available" signs proposed. 2
Pfizer Tract
-tApR!u.mut or
, ;DD3-ld Head Island
Octobere16t?r1?9f5Planning
Date
D T T,qTrAq
D
NOV 15 1995
DIVISION, OF
COASTAL MANAGEMENT

Deep Point Marina (Bald Head) #91-96
Subject: Deep Point Marina (Bald Head) #91-96
Date: Wed, 03 Jul 200215:03:17 -0400
From: Janet Russell <[e-mail]>
To: Jeff Schaffer <[e-mail]>
Jeff:
Back in February we had some e-mail correspondence about the new Bald
Head Ferry Basin. We decided that they have not asked for, nor been
authorized, any boat slips in that basin. They wll be proposing around
80 slips. Also, they will be submitting a master development plan that
shows some changes to the upland development portion of the project.
Some questions:
1. Do they need to do an EA?
2. Their proposed ferry terminal is covered, two story (not enclosed,
unheated). Can part of that be over the water? Would the 30' buffer
apply? The architects are almost ready to design this structure and
now would be the time to offer guidance to keep them in compliance with
the rules.
3. Was this permit renewed in 2001? if so, please send me a copy for
the file.
Thanks,
Janet
i
i
i
1�
1 of 1 7/23/02 3:48 PM

Division of Coastal Management
Application Processing Notes
Applicant:• _ �V\" ' ,i ce
Deadline:
Date/Time: Message:
t-
6

Division of Coastal Management
Sc IA AQ�e�
Application Processing Notes
Applicant: �bA�o 02 Pp Tz,,-4N9
Deadline: * GO tAARiw�
Date/Time: Message:
i�,2Ags to Cc; .n G.

0
N.T
j
�'
e
�tt�
,,'ll'.
Vie.
evi
Ip
-260 va 379,
t 1.
M. Harper, Sr._ xx
�11 "v-P f--L fee rM
Margaret 'C Varper
STATE OF• MONTH CAROLINA
I P.
OF BRUNSWICK
a Not
ary Polio in
a state, th 1. r County agoras - --tity that James H. He a
Jr. and wife, Margaret T. Harper, Peraonally appeared b;fore
day and acknowledged the due execution of
the foregoing warranty,
dead gar the Porpoises therein exprquaad.
31 WITNESS my hand and official soul. this %5' day of
1971.,/
'I,.,;.;tf
'X
Notary PUb IQ
F Asnion expires$
LISTED
TRAN61`111 R6CW
NORTH CAROLINA Oct 5
IMININSMCK COUNTY
BRUNSWICK COUNTY TAX gFINQU
or
The foregoing certificate of
Not t
Notary Public, ie certified to no corre
9 J This day 99 --L
REGISTER OF DEEDS OF BRUNSWICK COUNTY
Byl
rep ad by 14URCHI ON,
FOX A NEWTON16 North Sth Street
Wilmington# North Carolina 28401,
I.
j,
q?
We
IV
'N'
L
r, U 12
0 A
M.: MPA
j
Al I

+ y ' Yf l I� }Y �! [I' .`4'yM(ii; ('(jl4W'• il},ly r IIR '.+l4\ 1 , I, ) i l 1 14 ! r,. v »! i• )t
ayI
/ :....,
ago
,
r. 1.
i irl'
HOK 26Q Pic¢ 378 .
t
I.,. `." .�•
:'"'1`)!.
The _ above descriptionsFirst Tracts
are intended to embrace alofhetland
r....7:'�:`"
and interesand t indland ownedlt'
by Grantors within the area being' acquired by Grantee
amid asap dated
..;
•',!y' ;
\;f;;,';..� C..,'
as shown on:,-:„
September, 1971, and entitled "Property Map for
Pfizer Inc., Smithvillo
'
'' '•��
•„j,;'\�,,
Township, Brunswick County, North Carolina��
Prepared From Common survey of
'�.'
,;y �r ;;•;
Contiguous Tracts by John Talbert •'
, Inc. , and retarded, or to be
r'.
:.
recorded- in the Brunswic
County Registryt and Grantors do hereby release
qnd convey without,,;;
any warranty to Grantee, its successors and assigns, all right,:
title and interest they
f5
•the
;•,;;+'
have or may have in all lands within
outside Boundary Line of the composite tract composed
Tracts 1 through
of;+�,'
9, inclusive, as shown on said map,
embraced in
whother'%
the above descriptions or not, '
1\;•;
together with all ' •,:;r,',.
their right, title and interest in the banks r"+'
>t?
1
and shores of the
Cape Fear River and Price s Creak ad oinin said composite
tract, lands adjoining
i'
,I•:�^!
•,.
under navigable waters said com osite I .`,.
tract, and all accretion ? P "', i'si"'
a and rallctlons,
TO HAVE
!' ;;.,{,,:,,1.•.. nnD TO HOLD the above granted and described
rt , property, together with all and e•,''
r,..f,•.•..•:.. I ingular, the rights, privileges;''--?:(:
} eenements, tenements and a
1 PP'ultenancae !hereunto belonging, or.J
in anywise appertaining 9 4.
g unto the said Grantee, its successors',
and assigns, in tee simple forever.
....., And the Grantors, for themselves, their heirs, successors;,
.,;+:yl_; •.t,,s, executors, administrators and assigns, do covenant to and -with •• ',,:; t•,
the said Grantee, its Buccaneers and assigns, that they are noised.;'
A in tee of the First and Second Tracts above described( that they have
ilp:i,t ;"'•'•".,'9ood right to sell and convey the Boma in tee aimplaf that the •:;,'��y''; :'.:
:.,,;.,,:; +„•,., soma are free and clear from any and all ancumbrancea, exec ing''�•'�'
•. I Pt
the items spedticallyrmentioned.above and Possible right of E; ;;:;�"'•`I
' 1 +:tha State of North Carolina and members of the public in lands
below the high water line of navigable waters( and that subjaot'•2!`i=i:!'
the
to said exceptions will and their hairs, successors, axe
!b.)'
......J Y
<`'+c"%•:'•'A'''administrators and aesigns•ahall warrant and defend the title.to'
1"
0.
the soma against the lawful claims and demands of any land I % - 11P �•+I rt + '
i
}
~ IN TESTIMONY W11HREOpr Grnntorn have hereunto see !hair' J�
' + d 1+ 1 +, - t
+ f �,Y,It (bends and seals as of the dny and ear+, tlrm
44 Y t abOvs written s'
f ti'I / 7 'l„rldl ' J•1 1 ''! ,. '•1 ! 1 [+ �'r'11 4 1- 71l LIl/�) 11W
tsi
r 5'll lti t+1
!'111
! r r� � ))r' - 4• !ry
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44
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t
I I rYG ) I r �, !. 11 } � ) 1,1 t ,! I Lt l � It\ ♦ '.+ 1Ii l q , N11' �)
b n 4l , r 1 1 ' { ti + '• ,. rl : !' � li r I+ II n
f4 t ) O � Jr4 r ,, •: it 1 In, 11.) I +Tl jr„ y !:
r II I i ti l r/ rr 4.1+-: 5 5 4! J t ! Y{1 II 1 It F , ' r I ♦
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I 1•f41 a +li is F' r II y// f,Iry y t; ! , f � .,4p ;�, i .I ! 5r ,};N
) .l ,r �, ,r+ rf ++� 1 + I ! ' IIjHr),\\t Il �111)+. 1!1 y �J'1 i1+ ]) il!• ' r11ip1 15111 )1 f��i:Y�
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77
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009
260'ME 377 -
I.:
Ex9optinve however, from said second
three tracts$
F
Exceptional:' BEGINNING at a point in'the can r
f state Road 11527 which point is located the following aourson-t
and distances along said cantor line from its intersection witA.
th6 center line of State Road 11S,2.6 1 (1) North 27 dog. 34 min.
00 BeC69Ra6at-545,78 feet, and (2)' North 26 deg. 52 min.
00
East 209.66 feet; from said beginning point runs thence North-
63 deg. 29 min. 30 Dec. West 1,448..41 feati thence Nctrth•15 doggy!',?;
.15 min. 00 sea. East 276.00 feet; thence South 63 dog. 30 min.- -
so QQC Eaut 1,503.95 feat to the center line Of State Road 11527
thence
With said center line South 26 deg. 52 min. 00 sec. West.:,!
!
271.37'feet to the BEGINNING, containing 9.02 acres, and being
the same property Conveyed by James M. Harper, Jr. to Ruby P.
Bowman by deed dated October 28, 1952 and recorded in Book 107
Pegs.260 in the Brunswick County Registry.
Exception 2. BEGINNING at a point which is located
...:.:the following courses and distances from'the POint'qf intergeo-'P`.�•'
a
t n of the center lines Of State Road 11527 and State Road 415260 ,
:1 ",.Novth 27 dog. 34 min. 00 see. East, &lODq the center line Of
State Road 11527, 545.78 feet, thence North 26 deg. 52 min. 00
Bee. East, along the center line of State Road 11527, 209.66 feetl'
thence leaving the center line Of State Road 11527 and running.".0
North 63 deg. 29 min. 30 West 1,290.44 feat to thepoint of -!A' beginningl running from said Point of beginning a 010wo North'.,
f I
78 deg. 22 min. 00 sec. West 402.12 feet; thence North 46 dog.
01 min. 00 sec. West 358.27 feet; thence North 12 dog. 29 min. 00
East 160.02 fast; thence South 64 deg. 01 min. 00 see. cast
sec.
586.82 feetj thence South 15 deg. 15 min- 00 Dec- West 179.92 fee
... ... thence South 63 dog. 29 min. 30 see. East 149.97 feat to the point
Of BEGINNING, containing 3.13 Acres.
Exception 3. BEGINNING At the point of.inte,sectiop of -
the Center-lLnes :f State Road 11526 and State Road 11527 and
running thence &I ng the center line of State B044 11527 Uoutij
26 dog, 34 min. 00 Goo. West 221.90 feet, thence IGAVLng said
road and running North 72 dog. 40 min. 00 sag. West 100.30 faetj`.;
thence North 26 ag. 34 min. 00 See. East 56.21 foot? thence North
d
68 dog. 05 min. 00 sag. West 565.81 feat; SOU 62 dog. 11
thenceth
min' 00 $Go- West 116-06 feet; then
ce Dog North 22 dog. 10 min. 00 sea
East 80.00 feet$ thenceNorth 68 deg. 05 min- 00 860- West: 237.64
feati'thence North 12
a
deg. 29 min. 00 800. East 235.94* feet,
thence North 00 deg. 31 min. 00 goo. West 688.00 feet; thence Not
12 deg. 29 min. 00 sec. East 213.26 feat i thence South 02 dog.
17 min, 30 sea. East 263.17 Cacti thence South 68 dog. 05 Min.
00 sec. East 1,579.84 feet to the canter line of State Road 415271'
thence South 27 dog. 34 min. 00 sec- West With said center ling,
3
180-08 feat to the Point Of BEGINNING, containing 1 area
2
The above described second Tract in,convoyed ■ub Oct
t
t any utility easements Of record and to the -rights of4 he Stat4i
Highway Commission in state Road 11527 Co 58 acres).
Said Second Tract is the Dame a property conveyed to Jams'.'
M. Harper, Jr. by deed dated March 8, 1941 and recorded in Book
A Page 283 in the Brunswick County Registry, .72,
IT*4'. 0 try.
-44
0
r
..........
Tract ths
V
q

tl
i
260 mu 376
and littoral rights, and In particular, together with all that'" !A
land lying between if�e;,high And low water lines of the Cape Fear
River and between the northern and southern boundary lines,
extended eautwardly, of the above described tract.
Excepting, however, from said Pirst.Tract the two adjoining
t racto of land described and conveyed in a deed from James M. Harper,
','t:
Jr. and wife to Reese E. Swan and wife dated February 27, 1968 . '•
and recorded March 1, 1968 in Book 212, Page 834 in the Brunswick`;';`:,;
County Registry.
Said First Tract is conveyed subject to (a) the right
of Highway Commission not forin a consentjudgment I
the
e 5 r or Court of Brunswick County dated September 7r 1966
copy f which was recorded September 9,1960 in Book 222,
OP 0 page
308 in the Brunswick County Registry, said JudgmEntproviding for'-,'t;t�
0 taking of property in connection with State Road 11540 (the
Ferry Road), having a 100 foot right of way, which leads from State
Road 11520 (the Now River Road) northeashwardly to the ferry
landing property of the State Highway c6mmission mentioned in the
description abovel (b) the rights of the State Highway commission..:
In State Road 11527 (the Old River Road) # having a 60 foot right ,
e:-,
state
of ways (a) the rights of theHighway Commission in State
Food 11528 (the New River Ro having a 100 foot right of way.;%.
ad
SECOND
TRACTS
BEGINNING
&E the point of intersection of the centerlines of
.1-N ..State
Road 11526 (the flood Road or Jabbertown Road) and State
Road 11527 (the old River Road), and running thence with the
center line of State Road 11527 South 26 dog. 34 min. 00 sac.
.41
West 221.90 feats thence leaving said canter line of State Road
11527 and running North 72 deg. 40 min. 00 see. West 261.70:featl'
thence South 64 deg. 42 an. 30 sec. West 21.14 feet the
once
nce'
South 04 deg. 30 min. 30 Dec. West 316.39 foots thence North 02
deg. 32 30
�,;:,:'?`•{¢,'
min. see. West 193.37 feet; thence South 21 deg. 58
min. 00 sec. West 654.59 feats thence North 65'dog. 15 min. 00l
sec. West 157.00 feet] thence North 12 deg. 29 min. OQ sec. Ela
932.90.feet to an old corners thence North 12 deg. 29 min 00
sec. East 233.63 feats thence North 80 deg. 31 min. 00 se;.
606.00 foots thence North 12 dog. 29 min. 00 Dec. East 1,195.50
feats thence South 64 deg.-01 an. 00 sea. East 506.82 f sotj thence
North 15 deg. 15 min. 00 Doc. Eaet-99.09 feats thence South 63 i':O
-deg. 30 min. 00 sec.'East 1,303.95-fect to the center line of
said State Road 115271 runs thence along and with said center
line as follower South 26 deg, 52 min. 00 sec. West 271.37 feet..
to Bowman's southeast'6ornori thence South 26 deg, 52 min. 00
sea, West 209.66 feats thence South 27 deg. 34 an. 00 sac. West
545.78 feat to the point of BEGINNING, containing 59.98 ac rest
lona'23.11 acres excepted as described below, or a not of 34.07 i A
acres, as surveyed by Robert it. Goalee, Registered Land Survcyor,[!;iX%,
and shown an Tract-9 on the map prepared from said u a
dated September, "Property
1971s and entitled Map for
SmithV 110 Township, Brunswick County# North Carolin
From Common Survey of Contiguous Tracts by.John Talbert
atov'; Zoo.", which imp has boon or will be recorded in the oltice.i 1,?i'
'of
the R9glStir Deeds of Brunswick County,: North Carolina..
5..
... .... .......
ol. W..
V:
3
71,1
...... .. ....
In
A

it
U..
let
q
... .... ....
W:
IA,
Ack, :260 poor - P76': "L ..I,!
00 "1 f080 South 25*deg. 40 mIn,l;;,00` a
900ti South 44 do sea:
9. 43 min. oo sec
"50 mini 30 soo..Wegt 159.00 feet, - West 430-27
3"
last,L
West 422.34 feet; South 33 deg. 48 min. 30 South 49 deg. 44.mino,30 sec. west 2
South 60 deg. 06 min. 30 sec. west 763.35 feetl Sou
33.47 fact
q the South 50 deg. 40'
Min- 00 Sec- West 223.52 fact, nee leaving the Cape pear RIV@r1l,
North 24 dog.'59 min, 30 sec. West
65 deg. 00 rain. 30 nee. West 6ao. 11005-10 fast; thence South'. iA)
23 min. 30 660, 00 feati thence north 65 deg
West; 583.67 feet to 40, A 11.
the southeastern corner of
tract conveyed to Raymond Talton and wife by dead dated June l
1967 And recorded In Book 204, page
Reofiatryl thence 623 In the Brunswick County
with one of said Talton lines North 51 deg.
1: 30 sec. East 1,06 6-80 feet) thence with one of said
Talton linw.
crossing State Road 11526
(the Now River Road) -0 North 6S deg, 13 min. 30 sea.
West 3,821.83:!,'
feet to a Point in the center lino of of state Road 11527 (the old
River load', said last mentioned line Passing through an old stone
no. 4 A short distance cast of said Read 11527; thence with the
C
p enter line Of said State Road 11527 the following throe couraos
and 4intancenj Worth 34 dcg-*18 min. 30 use. East 200
North 29 dog. 44 .00 feat l
min. 00 Boa- East 252.18 feet, and North 26 dog." 01
E �
34 min. 00 sec- East 694.45 feet to the Point Of B GINNING, c-A.:)t
taining 293.90 acres 16.31 acres excepted as described below -
on
a not Of 277.59 acres As
I surveyed by Robert H. Goalsat Registered
Land Surveyor, and shown as Tract a on the map Prepared from said
'
ey, dated
�r' 1971, and entitled 'Property Map for PfiZQ3
aury t a I Septe2ahiP, Brunswick county, North Carolina, PrapAro
Inc* Co thv "a To
From
0 , Contiguous Tracts by John Talbert & Associate,
F , hi n ruryffy of
Inc. which n Or will be recorded in the off4ce of.ths4
t:rRegister of map has bee Deeds of Brunswick county, North Carolina
The, above described First Tract in part of a tract'of
land of approximately 640 acres known as the Philip Al Of which is recorded in Map Book 1, P Ian Tract,' a'
registry, Instrumen runewick County.
Age 77 in the
to in the chain of title 11 i (unless otherwise -
noted all references are to books and pages in the Brunswick county'.
Registry) are as f011Owal' deeds to John C. Gosaler,
309
00 - 329, 00 - 356 RR " 89, RR - 91, RR - 119, RR - 136; dead to
,
Southport, Wilmington And Durham Railroad Company, RR
to
Southport Land company, SS - 2821 3891 dead
-Superior Court, Affirmed by Supreme cconaemnatiOn Judgment of
ourtl UU - 5771 deed of release
Rufus W- Hicks, 3 llll 6451 consent
Headman at al v.-LqO
Judgment of Superior court in nard at al, Minute Docket Book A, pages 136 -
139, 157 - 159, office Of Clark Of superior courti d to city of
Southport, 27 - 363; deed to Brunswick County, 27 - 30651 deeds to
de
Philip Allen, 27 - 364 and 27 - 366
c
Superior Court in H Judgment on demurrers of
Headman at I
modified affirmedcard of commiasi Al V- B
oners at al, by Supreme Court, and Judgment of nonauit -6 Minute Docket book B, pages 248 - 249, office of C
Courti (dead to Allan and wife, 72 - 133, Voided by judgment, 72
lark of Superi-`9,
A); dead to Brunswick County and city of Southport, 03 - 3021
des
.V
Harper,to State Port Pilot# 0083 - 315; dead to J. X,
Jr., 83 380 dead to Brunswick County and City Or, # 271 d ad t ty Of so
4th-
ArPDX# Jr., 9 7 0 JAMS"'
Fr'nx1 Trustee, 09 3331 dead t
Together With all lands lying f
V :1 9 below
P or River and Price Creek adjoining the above 1h,
the high water 4ins
as lbod ;rBe
1;'. party, all accretion and "lictions, and all rin"I.
m
-2-
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4 2
"s
... .. .....
0 A.

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............
Y'I
A..
".Rll. A,
bool: 260 mc 374
STATE OF NORTH CFLROLINA
COUNTY OF BRUNSWICK WARRANTY DEED l:1,
THIS DEED, made this 27th day of September, 1971, by
James M. Harper, Jr. and wife, Margaret T. Harper, of Southport
North Carolina, herein, whether one or more, called Grantorst
to PFIZER INC., a Delaware corporation with an office at 235 cost I "k,
.43nd Street, Now York, New York 10017, herein called Grantee.
W I T N E B 8 E T H T H A Tt
— — — — — — — — — — — — — —
II ,(.0
q:
Grantors, for and in consideration of One Hundred
Dollars
Do 1.1 (0100.00) and other good and valuable consideration
paid to them by the Grantee, receipt whereof is hereby acknow
lodged, have bargained, sold and conveyed and by these presents
do hereby give, grant, bargain, sell and convey to the arAnteal,
its successors and assigns# in fee simple, the following described
rea property situated in Smithville Township, Brunswick County,,'�.!—
North Carolinas
FIRST TRAM
BEGINNING at the intersection point of the centerlines of State
",..Road
11526 (flood Road or Jabbertown Road) and State Road 11527
(the old River Road), and running thence North 27 deg. 34 min.
00 sec. East with the center line of said road 11527 377.70 feet)
thence along a line located approximately 200 feet eouthwardly
and parallel to the southern line of Price's Creek marsh the
following six courses and dietanceal South 65 deg. 50 min. 30
sec. East 894.61 feet) South 78 dog. So min. 30 sec. East 700.00
q ­
fectl South 75 deg. 28 min. 30 sec. East 1300.00 feet) South 89
dog. 28 min. 30 sec. East 725.00 feetj South 46 deg. 43 min.
30
sec East 910.00'fecti South 87 deg. 43 min. 30 sec. East
525.00 feet to a point which in 200 feet
southwastwardly (measured jl!
at
I'ill..
right angles) from the southwestern line of the State Highway
f
Commission's ferry landing propertyl thence South 23 dog. 58 min. j.;
30 see t parallel to said state Highway Commission property
"adEcrossing
line a�State Road 11540 (the Ferry Road) 620.00 feet)
thence i North 66 dog. 04 min. 30 sec. East and parallel to another
State Highway Commission property line 602.32 feet) thence South
+23 deg. 55 MiA- 30 sea. East and parallel to another State Highway
Commission property. line 331.21 fact to the high water line of
Cape rear Riverl thence with said high water line the following
t 1.
11 course* and South 72 dog. 04 min. 30 sec. West
ppppllldistancess
03.19 footj South 25 deg. 58 min. 30 see. West 379.24 feet # South
46.dog. 05 min. 00 sec. West 121.15 faetj South 66 dog. 42 n.
SIATE OF peal Estpte
N. jjLjNA
%
779.5 01=
C
P"..
.............. ......
.1
o,
�T
>
mo

IN
;M�
a
And the GRANTORS, for
0 themselves, their heirs, executors and
administrators, do covenant to and with.the said GRANTEE, its successors;.":
and assigns,, that they are seized in fr of - the above granted and
described propertyl that they have good right to sell and convey the
same in fee simple; that the same is free and clear from any and all
restrictions, easements or encumbrances, and that they will and their
heirs, executors,
administrators and successors shall warrant and de-
fend the title to.the same against the lawful claims and demands of any
and all persons whomsoever.
IN TESTIMONY WHEREOF, the said GRANTORS have hereunto set
their hands and seals as of the day and year first above written. I
(SEAL)
RayBnond Sylvester Talton
(SEAL)
/ie"u:n�l Bar our Talton,
STATE OF NORTH CAROLINA
COUNTY OF
a Notary public in and
I,
that Kenneth for the State d County atokasa I UU certifyE. Rutter
and wife, Faye . Rutter personally appeared before me this day and
acknowledged the due ex9cution of the foregoing,,warranty deed
WITNESS my hand and notarial eal th 9-4V clay of V
1973.
."I% II, Notary Public
R* 44;
My commission expires:
CITA
dill 1PQMrR1Sj1QA. Expires February 19. 1911
0 D L I C' i
% ........
TATE OF NORTH CAROLINA
NORTH CAROLINA A
-I,,- . % V%,: 5
a C, D'a k% / Brunswick County
"iss'1111110�0% The Foregoing Certificate of
BRUNSWICK-,COUNTY
The foregoing certificate of
Notary Public, is certified to be correct. Is certified to be correct.
Recorded at jR �'p A o'cl Ic If
This the day ofa� iqi�
fneeds
-2-
arl,

I
r
19L. r 1009
L)
Al AP.-t",
AROLINA SOUK 2uu i,%[lt%V9
STATE OF NORTH C
WARRANTY DEED
COUNTY OF BRUNSWICK tl
1973 by and
THIS DEED, made this_(LAday 0
*�Bsuna Barbour Talton, of,
between Raymond Sylvester Talton and Wife,
Wake County# North Carolina, herein,' whether one or more, called 'GRANTORS
corporation, with an office at 235 gast
and Pfizer, Inc. a Delaware r
42nd Street, I New York, New York, herein called GRANTEE.
W. 1: T N E S S E T H T H A T:
T
the sum of Tenn
e GRANTORS, for and in consideration of
h Dollars .($10.00) and other valuable considerations to them in hand
paid by the GRANTEE, the receipt whereof is hereby acknowledged, have.
sell andin- bargain,
. . .. q
bargained and sold, and be these presents do hereby t
convey unto GRANTEE, its successors and assigns forever, all
BrunSWick.CQuntYo*
certain ran . 1'property located in SmithVille Township,
State of North carolinal described as follows
BEGINNING at a point on the eastern right-of-way line of
Moore Street, said beginning Point being located at the
place where the center line of Stuart Avenue,
if projected
a Moore St. would intersect the eastern
eastwardly acrossright-of-way line of Moore Street, th 11 runs thence with the
3 ddgrees,
eastern right-of-way line of Moore Streeint the Nor
0 minutes east 967.6 feet to a stake Pfizer, Inc-
line (formerly the J. M. Harperr Jr- line) which stake is
,enter line of Moore Street#
50 feet eastwardly from the c M;. HpLxper,
thence with the Pfizer, Inc. line (formerly the J.
c to an iron Pipe;
Jr line) south 70 degrees east 1,664.3 feet
thence continuing with the Pfizer, Inc- lin17e minutes (formerWlyest-.th6i
4
J. M., Harper, Jr. line) south 46 degrees
10673 feet to an iron pipe; thence leaving the Pfizer, Inc'
.1B.7 feet to. the line"Norh 70 degrees
West ei1n0gi' the same tract oBf EGlIaNnNd 3]NaGs #­Wcaos
n
taining -
warranty deed froM-R. I, :.Mintz and
conveyed to the Grantors by
and wife, LO:Ls 'Tana
wife, Mintz, Davis C. Herring
Mary C. : y lo, 190.
Herring dated June 27, 1967 and recorded July
Book 204, Page 623 of the Brun6wick County Registry -
granted a . nd described property,
PTO HAVE AND TO HOLD the above
rivileges,
together with all and singular, the rights, p
w,.;,,
tenements and appurtenances thereunto belonging, or,in ise apperta�n-
and assigns, in fee Sim le
ing unto the said GRANTEE, its successors
-CORD
p rR i
,ANSF Rr
forever. 7
A S
U
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I la.
k I I ILI,
Vj ilk
..............
L
iy
260
P tenements n an And appur Z.
nancam
to
eurk bolloagingi'.
is* appertaining t�"to rover.
the said Granteeoo,. A,
its 4VO608
Sato
Rossignso In gas 4imple forever,
And the Grantors, for themselves
.7
xo their hairs, success
outiors; dainistrators
and A8414ner do
covenant to and with'."
0 said Grantee, Its
succefoors and Agmignil#
that the
in y are mail
tee Of the 2.42 acre tract
above describods that they
have
good right to 0011 and convey the
same In fee simple, that the
same is free and clear%/' 'msy And All OAcumbrancea,'A,d that ­ ;.i
from
i:,'.,,'.they will and their heirap successors executors, administrator"
d
j". aaa'gng shall warrant and defend the title to th
the lawful claims a @fude agains
and d8manda of any And All persons
7:j,
whomsoever..,
IN TESTIMONY WHEREOF, Grantors have hereunto eat the hands and aealo as day And Year first of
t above writte
0 nu 0"
LISTED RE
CORD SFU ORD
TRAM OR
....... . 1. 5 foil
amuNamoll c6UNrIr. Sk Q
TAX NUPRAV"M
Its
rgarat . �Har�
GTATZ'Op NORTH
CAROLINA
•f COUNTY or
g.
XN
the state A IS A Notary public in a
ounty A rasa
Or. a d I ag certify that James M.
w Its, Margaret T. flax 11 a
Personally Appeared before of 9 AY -and Acknowledged the due X OutiOn of the forego
'dead for the purposes
& therein a reseed. foregoing warrentY
JAI WITNESS IV hand and official 8041 thls�
1971.
or 09'.
� Notary ubl
MI.Y commission oisp
I lo, ........
...........
JZATE OF
Q ro
-VIA 'Ci
OTA 'S LjW4
cm� CIA
C
Beef
if
off
fossils,
yy Vq
V
NORTH CAROLINA
BUNSWICK COUNTY
The foregoing certificate of
otiry Pubi in, if GOxtLfj ad to be corcc
This day of
1972, 'y
REGISTER OF DEEDS OP BRUNSWICX:
I W1
BRUN
ALI
J4
A i
a �roes a
per
a
Xp
PCOPAW4 by, MURI yOX , A - ngton* North NEWTON1 16 North-5th Street
Wilmi .... ...... Carolina 28401
...%, ;
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^ �.., J „ + ! ,1� I) •tr IfiV 1 f{r` �. Mi•+i��jt �r�i%%•aYplryrrYlta�J/i4 N* a JJrX,I��p�hi IL r _, ��,�I�y J,ti•� gY'ajJ "`��,n r{ �,,Ii.
It
� i Rtcoed ,
to
err �•,:
40.
.a
r
I^
U
' 1 t
111 r • r, i'r .
I� 400K 260 PAGc 380
STATE OF NORTH CAROLINA
COUNTY OF 1BRGNSHI � HarmANTY DEED +L_
V I
1.
�I THIS DEED, made this Sth day of October, 1971r by
JrI ; rt.,'�James M. Harper, Jr.snd wile, Margaret T. Harper, of Soutort.=:
hp}},,
�1 .North Carolina, herein, whsther•one or more, called grantors,';Izilf
to PFIEER INC„ a Delaware corporation with, an office fit 235 EastO
' !'; :: t 9I•:rl;.; t;'..:'•42ad atreet New York,, New Yor14 10017, herein called Grantee, •l l'
w I T N E— a E T H TH A T, .y
k'• i ,;:'.c'i ;+?'„ : Grantors, for and in conaideration of One Hundred
1 ;1 I ,•_ D011are (0100.00)'and other good and valuable considerations
J
i •!��:':��6•(;','.::%�'yaid to them by the Granted, receipt whereof is hereby acknow-'-:.:'<-�'
�•rt:J
Y 4 ' lodged, have bargained, sold and convoyed and by these Presents:'iit
do hereby Vivo, grant( bargain, sell and cone to the Grantee Y
t`t'• ito successors and assigns, in fee simple,'the following described
realPZOPGrtY situated -in Smithvilla Township, Brunswick Count
I . SII :, North Carolina{ :' 1
r ., .• I ', :.. , BE INN at A aencreta nlonumant which is located the following :::
IE „•f>, courses and distances from the intersection of the confer linos.'.%,
E •) '•)'•"'�;'.•. of N. C. State' Roads 1526 and 15271 -
? !?it,"•';.):i :',:" 1.. South 26 deg. 34 min. 00 sec. West 694.45 leett i
2. South 29 deg, 44 min, 00 sea, West 252,10,feett ""`•
IY Ilt• 3. South 34 deg, le min., 30 Dec. West 200.00'feet, 4, South 65 deg, 13 min. 30'aac, Eaet 30921.05 teetj•:
:... r.r 5. South 51 deg, 03 min. 30 sec. West 1,066.50 lsetl;
6. South 65 deq; 13 min. 30 sec, East'503,67 feet, •+: '
said beginning point also boing'located at the lnterseetlon of ,{
I I �.�,i•f:�, :' lines 51 and 62 as shown on map dated September, 1971 by John
!. Talbert and Aeaoaletee, Ina„ entitled "Property Map of Pfizer
ins.", which map ie recorded or to be recorded -in the 'Brunswick `r':6
""Al"'?6 i! gounty Registry) and from said beginning point runs thence No' rth
min e30 ago, East 205in. 30 110Eest feet6to.a0feet
pointrin line 50 ee shown onS9'i+l
I said map, thence South 65 deg. 00 min. 30 sac. West 426.47 feet Ij
I -to 'a point which would intersect line 52 as shown on said map
1 lr,y,pr ! iL said line 52 were extended eaetwardly, thence with said line :,t.;
ads feet to
theebeyinning,Y containth 65 ing 2.42 Acres.* Being part of6Grantors rJh;
Philip Allen Tract
rJ r' " : • I TO HAVE AND TO HOLD the •above granted and dssoriba4 . �•.I:'
yry IJr r { �eopertyr together with all and singular, the right,", privilequ,•,,
ll .r Iirr rj.Yl (ri ♦ t t .t.J 1'1 •, I ' i' l I 1 ! ('rl,)i1'
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r Y. 1t7 , i.l.l „ llr I.+il .1111 r,l ��lt all c'I 45, l , 1. 9 % 1'ft Sfl l {'r'IrL +l
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-l' ,- •�I` J ..�) I 1,.4.1 II
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UNITED STATES POSTAL SERVICE
OFFICIAL BUSINESS
Print your name, address and ZIP Code
In the space below. •
Complete Items 1. 2. 3, and 4 on the
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• Attach to front of article if space
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NOV 15 1995
PENALTY FOR PRIVATE
DIVISION OF USE, $300
COASTAL MANAGEMENT
RETURN Print Sender's name, address, and ZIP Code in the space below.
TO /✓///1��] ' /� /
�//7 L-3! HEfi.O—LSLAn//) — LANNi��o
D '60 X JD &
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3. Article Addressed to:
n /
YEA/✓ ��i'fl�l'ELSON
A
V . 40
•(O 4) %N1061K7 41C �J N(11
�.l st
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T pe of Service:
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PS Form 3811, Mar. 1988 + U.S.O.P.0. 1988-212-805 'W�C RETURN RECEIPT

ate oT Norm carouna
Mmmljartment of Environment,
alth aM idafural Resources
Wilmington Regional Office
Division of Coastal Management
James B. Hunt, Jr., Governor
Jonathan B. Howes, Secretary
Roger N. Schecter, Director
December 8, 1995
41plu If7:�Oj
O: Mr. Bruce Freeman, Director
Division of Marine Fisheries
44
E:>EHNF1
RECEIVED
FROM: John R. Parker
Major Permits Processing Coordinator
r a-,� 151996
DM QE MARINE FISHERIES
SUBJECT: CAMA/DREDGE & FILL Permit Application Revie
Applicant: Bald Head Island, Ltd./Pfizer Tract
Project Location: South side of NC Hwy 211 (Ferry Rd) and the Price's Cree
Ferry terminal, adj to the Cape Fear River, just east of the
in Brunswick Co.
v�
qqN
11gryA� 1996
City limits
Proposed Project: To develop a marina and operations complex to service Bald Head Island. The
facility would include two passenger ferry landings, barge landing, marine
maintenance building, office and storage space, and parking.
Erase indicate below your agency's position or viewpoint on the proposed project and return this form
by January 3, 1996. If you have any questions regarding the proposed project, please c
Brooks at extension 247. When appropriate, in-depth comments with supporting data
� EEB�ol�stat'Nt
REPLY: _ This agency has no objection to the project as proposed. 0)
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 2�L2 I1.0 0,i_ DATE
127 Cardinal Drive Extension, Wilmington, N.C. 28405-3845 • Telephone [phone] • Fax [phone]
An Equal Opportunity Affirmative Action Employer

Parker/Sperberg
January 18, 1996, Page 2
Thank you for your cooperation and consideration. If you have questions
concerning the above comment, please contact Renee Gledhill -Earley, environmental
review coordinator, at 919/733-4763.
DB:slw
cc: Richard Kimmel

.A� ANA
North Carolina Department of Cultural Resources
James B. Hunt Jr., Governor Division of Archives and History
Betty Ray -McCain; -secretary Jeffrey J. Crow, Director
February 13, i996
MEMORANDUM
TO: John R. Parker Jr., Chief
Major Permits Processing Section
Division of Coastal Management , DEHNR
Colonel Robert J. Sperberg, District Engineer District
Army Corps of Engineers, Wilmington
- `" Q
4 c lx
r 0
FROM: David Brook y'��;
Deputy State 1-1 torlc Preservation fic r
SUBJECT: Bald Head Island, Ltd./Pfizer Tract, Deep Water r
Point, develop marina and operations complex, 9
Brunswick County, ER 96-8055
We are writing to supplement our memorandum of January 18, 1996, regarding the
above permit application and an archaeological survey of the project area conducted
by Archaeological Research Consultants, Inc. (ARC). In our previous memorandum
we concurred with ARC's recommendation that additional archaeological testing be
conducted at archaeological sites 31BW564** and 31BW571 to determine if the
sites are eligible for listing in the National Register of Historic Places and that no
additional archaeological investigations be conducted at the remaining seven sites
identified in the project area.
We, therefore, recommend that any permit issued for the project contain the
following conditions:
Prior to initiation of ground disturbing construction activities in the immediate
vicinity of archaeological sites 31BW564** and 31BW571, an archaeological
assessment (site testing) shall be conducted to evaluate if the sites are
L , eligible for listing in the National Register of Historic Places.
71 If either site 31 BW564* * or 31 BW571 is determined eligible for listing in the
National Register of Historic Places, and if the site(s) will be adversely
affected by proposed construction activities, a detailed impact mitigation plan
will be developed and executed.
All archaeological investigations shall be conducted under the direction of an
experienced archaeologist. Upon completion of the site testing and
evaluation process, a written report will be submitted to the North Carolina
Division of Archives and History. Any mitigation plans developed for the
109 Fast Jones Street • Raleigh, North Carolina 27601-2807 l&9

Parker/Sperberg
February 13, 1996, Page 2
site(s) must be approved by the Division of Archives and History prior to
implementation.
The above comments are made pursuant to Section 106 of the National Historic
Preservation Act and the Advisory Council on Historic Preservation's Regulations
for Compliance with Section 106 codified at 36 CFR Part 800.
Thank you for your cooperation and consideration. If you have questions
concerning the above comment, please contact Renee Gledhill -Earley, environmental
review coordinator, at 919/733-4763.
DB:slw

W%Rw ""F tot North Carolina
artment of Environment,
ealth and Natural Resources
Wilmington Regional Office
Division of Marine Fisheries
James B. Hunt, Jr., Governor
Jonathan B. Howes, Secretary
Bruce Freeman, Director
February 13, 1996
TO: John Parker
FROM: Fritz Rohde A,� L
�EHNF�
SUBJECT: Bald Head Island, Ltd./Pfizer Tract
The North Carolina Division of Marine Fisheries has several
recommended changes to the above project.
aft 1) Minimize wetland losses by moving the proposed access
channel about 150 feet to the northeast.
40 2) Reduce the length of the proposed jetties to lessen the
impact to shallow water habitats.
-- --> 3) Avoid dredging in the river between 1 February and 31
July (moratorium).
� 4) Address concerns of DEM Water Quality review.
127 Cardinal Drive Extension, Wilmington, N.C. 28405-3845 • Telephone [phone] • Fax [phone]
An Equal Opportunity Affirmative Action Employer

State of North Carolina
Department of Environment,
Health and Natural Resources
Division of Coastal Management
James B. Hunt, Jr., Governor
Jonathan B. Howes, Secretary
Roger N. Schecter, Director
December
MEMORANDUM EO
Jr, 5 1996
TO: P. A. "Ski" Wojciecho _414T
Division of Marine Fish
FROM: John Parker
Major Permits Processing Coordinator
SUBJECT: CAMA/Dredge and Fill Permit Application Review
APPLICANT: Bald Head Island, Ltd./Pfizer Tract
PROJECT LOCATIO South side of Hwy. 211 & the Prices Crk. Southport/Ft. Fisher
Ferry Terminal, adj. Cape Fear River, Brunswick Co.
PROPOSED PROJECT: To develop a marina and operations complex to service the island.
Please indicate below your agency's position or findings on the proposed project as it relates
to matters of public trust. If you have any questions regarding the proposed project, contact
John Parker at 733-2293 or the DCM field representative for the project. This form should be
used only for tracking and intra-agency commenting.
REPLYy There are no known public trust conflicts with the project location or
There appear to be public trust conflicts that require additional
investigation. Approximately _ days additional review time is needed.
It is recommended that changes be made to the project to reduce or
eliminate public trust conflicts, as discussed in the attached memo.
Signed Date
�i{fiE Qiy.tO PiZDf ��TJ' 7a Go.v�/� � .i�GL LfiivDl � yiNG �LOw
TrS�it /�/ G,f/ wiFTd/' G /niiY of:
No �S- //3- Zoe GGdi�
P.O. Box 27687, Raleigh, North Carolina 27611-7687
An Equal Opportunity Affirmative Action Employer
G�B/L f", /z/vr� •��� A4-/ck /f
Telephone [phone] FAX [phone]
60% recycled/ 10% post -consumer paper

Health and Natural Resources
Wilmington Regional Office
Division of Coastal Management
James B. Hunt, Jr., Governor
Jonathan B. Howes, Secretary
Roger N. Schecter, Director
1 01 1
TO:
FROM:
SUBJECT:
Applicant:
December 8, 1995
Mr. Charles Gardner, Director
Division of Land Resources
� 4
L
IDFEE HNF=?,
John R. Parker
Major Permits Processing Coordinator
CAMA/DREDGE & FILL Permit Application Review
QB9dHead Island, Ltd./Pfizer Tract
DEC��tA995
MpNp�EMENT
Project Location: South side of NC Hwy 211 (Ferry Rd) and the Price's Creek Southport/Ft. Fisher
Ferry terminal, adj to the Cape Fear River, just east of the Southport City limits
in Brunswick Co.
Proposed Project: To develop a marina and operations complex to service Bald Head Island. The
facility would include two passenger ferry landings, barge landing, marine
maintenance building, office and storage space, and parking.
Please indicate below your agency's position or viewpoint on the proposed project and return this form
by January 3, 1996. If you have any questions regarding the proposed project, please contact Ed
Brooks at extension 247. 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.
Ea
,M �rFfr,onl: ERes.cA ccara« Pua.J AAor2w t t5 tiJECNSIAPI Fc2 Tins Pt2o 1Fcl
This agency objects to the project !Siscribed ' e attached comments.
SIGNED DATE 17-1 I1 / 9.5
127 Cardinal Drive E n, Wilmington, N.C. 28405-3845 • Telephone [phone] • Fax [phone]
An Equal Opportunity Affirmative Action Employer

2 96
>t ite
�:48Po•t
t�vortn Carolina
C
pa
Ment of Environment,
H
a
and Natural Resources
Di
io
f Coastal Management
Jaies
. Hunt, Jr„ Governor
Jo
n B. Howes, Secretary
Ro
_t
-N
Schecter, Director Decembi
MEMORANDUM
TO: Ms. Linda Sewall
Director
Division of Environmental Health
FROM: John Parker, Jr.
Major Permits Processing Coordinator
DCU C " 1995
SL&MCT: CAMA/DREDGE & FILL Permit Application Review
1 PPLICANT: Bald Head Island, Ltd./Pfizer Tract
PROJECT LOCATION: S. sr Hwy. 211 & the Prices Crk. Souihp ,rt Ft. Fisher Feri
Terminal, Brunswick Co -
PROPOSED PROJECT: To develop a marina and operations compleq(
Piease indicate below your agency's position or viewpoint on the proposed pr ,;c t UDI r, r.- r
this form by January 9, 1996. If you have any questions regarding the proposed proieo
cntact John P. '- r at 733-2293. When appropriate, in depth comments [silly
oui n
are requesteJ-
' R -TL1' _ _� This agency has no objection to the project as propo_e,l ?
This agency has no comment on tirrr proposed project.
This agency approves of the project, only if the recommcroie'
changes are incorporated. See attached`
This agency objects c the proje::t for reasons described r ;L�
a [ached, comments.
G.lfyt liLCrf •j ci.
�J r'60
^ - Cam!%

State of North Carolina
Department of Environment,
Health and Natural Resources
Division of Coastal Management
James B. Hunt, Jr„ Governor
Jonathan B. Howes, Secretary
Roger N. Schecter, Director
December 19. 1995
MEMORANDUM
1, .�'
C)EHN11
TO: Mr. Larry R. Goode, Phd., P.E.
Highway Administrator
Division of Highways
FROM: John Parker, Jr.
Major Permits Processing Coordinator
SUBJECT: CAMA/DREDGE & FILL Permit Application Review
APPLICANT: Bald Head Wand, Ltd./Pfizer Tract
PROJECT LOCATION: S. side of Hwy. 211 & the Prices Crk. Southport/Ft. Fisher
Terminal, Brunswick Co.
PROPOSED PROJECT: To develop a marina and operations complex.
Please indicate below your agency's position or viewpoint on the proposed project and return
this form by January 9, 1995. If you have any questions regarding the proposed project, please
contact John Parker at 733-2293. When appropriate, in-depth comments with supporting data
are requested.
REPLY V 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.
w This aRency Dbiects to the project for reasons described in the
attach co ents.
Signed - Date a /r r
[JO S esi CO,v,v._L.r,o. 4W)O W 0 K_tG Arse74-LwY
t0 y-H141&*LVA471 Re6rtT-or-w.4y SNo✓moo ,ye_ CooAA,. ,s* y
-j-�{A.00 { LO�.4t� A?'IL KJ
LsT-A_L«r 0,=flame I!� wltµ,Naf[IAA.. Ao.o 7G.AAy 01k%16&
P.O. Box 27687, Raleigh, North Cc olina 27611-7687 Telephone [phone] FAX [phone]
An Equal Opportunity Affirmative Action Employer 50%recycled/ 10%post-consumer paper

1✓4, -
�-,.,State of North Carolina
Department of Environment,
Health and Natural Resources
Division of Coastal Management
James B. Hunt, Jr., Governor
Jonathan B. Howes, Secretary
Roger N. Schecter, Director
December 19, 1995
MEMORANDUM
E:)EFA" R
TO: Mr. Joe Henderson, Acting Director
State Property Office
Department of Administration
FROM: John Parker, Jr.
Major Permits Processing Coordinator
✓ RECEIVED
FEB 281996
WAVAL
MANAGEMENT
SUBJECT:. CAMA/DREDGE & FILL Permit Application Review
APPLICANT: Bald Head Island, Ltd./Pfizer Tract
PROJECT LOCATION: S. side of Hwy. 211 & the Prices Crk. Southport/Ft. Fisher Ferry
Terminal, Brunswick Co.
PROPOSED PROJECT: To develop a marina and operations comples.
Please indicate below your agency's position or viewpoint on the proposed project and return
this form by January. 9, 1995. If you have any questions regarding the proposed project, please
contact John Parker at 733-2293. When appropriate, in-depth comments with supporting. data
are requested.
\ REPLY This agency has no objection to the project as proposed.
�1 This agency has no comment on the proposed project.
This agency approves of the project, only if the recommended
changes are incorporated. See attached.
a This agency objects to the project for reasons described in the
attached comments.
Signed Dat_
P.O. Box 27687, Raleigh, North Carolina 27611-7687 Telephone [phone] FAX [phone]
An Equal opportunity Affirmative Action Employer 50% recycled/ 10%post-consumer paper

.. North Carolina
W.ie:partment
of Environment,
th and Natural Resources
ington Regional Office
Division of Coastal Management
James B. Hunt, Jr., Governor
Jonathan B. Howes, Secretary
Roger N. Schecter, Director
10 1 Dik3161-4r,101 il OIL
TO:
FROM:
SUBJECT:
Applicant:
Project Location:
December 8, 1995
Mr. William A. McNeil, Director
Division of Community Assistance
i xA
�EHNF1
John R. Parker
Major Permits Processing Coordinator
CAMA/DREDGE & FILL Permit Application Review
Bald Head Islan , Ltd./Pfizer Tract
yk �
REJp EO 5
DEMp 15
South side of NC Hwy 211 (Ferry Rd) and the Price's Creek Southport/Ft. Fisher
Ferry terminal, adj to the Cape Fear River, just east of the Southport City limits
in Brunswick Co.
Proposed Project: To develop a marina and operations complex to service Bald Head Island. The
facility would include two passenger ferry landings, barge landing, marine
maintenance building, office and storage space, and parking.
Please indicate below your agency's position or viewpoint on the proposed project and return this form
by January 3, 1996. If you have any questions regarding the proposed project, please contact Ed
Brooks at extension 247. When appropriate, in-depth comments with supporting data is requested.
REPLY:\ s agency has no objection to the project as proposed.
v �s 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.
SIG DATE
127 Cardinal Drive Extension, Wilmington, N.C. 28405-3845 • Telephone [phone] • Fax [phone]
An Equal Opportunity Affirmative Action Employer

State of North Carolina
Department of Environment,
Health and Natural Resources
Division of Coastal Management
James B. Hunt, Jr., Governor
Jonathan B. Howes, Secretary
Roger N. Schecter, Director
December 19, 1995
MEMORANDUM
TO: Mr. John Sutherland, Chief
Water Planning Section
Division of Water Resources
/, • •
ID FE F1
FROM: John Parker, Jr.
Major Permits Processing Coordinator
RW n't
DEC 291995
111 C . • •, • '*
SUBJECT: CAMA/DREDGE & FILL Permit Application Review
APPLICANT: Head Island, Ltd./Pfizer Tract
PROJECT LOCATION: side of Hwy 211 & the Prices Crk. Southport/Ft. Fisher Ferry
Terminal, Brunswick Co.
PROPOSED PROJECT: To develop a marina and operations complex.
Please indicate below your agency's position or viewpoint on the proposed project and return
this form by January 9, 1995. If you have any questions regarding the proposed project, please
contact John Parker at 733-2293. When appropriate, in-depth comments with supporting data
are requested.
REPLY \ This agency has no objection to the project as proposed.
\fir i� 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
P.O. Box 27687, Raleigh, North Carolina 27611-7687 Telephone [phone] FAX [phone]
An Equal Opportunity Affirmative Action Employer 50%recycled/ 10%post-consumer paper

. N 10

State of North Carolina
-De$artment of Environment,
Health and Natural Resources ' e
Wilmington Regional Office
Division of Coastal Management tiy.
James B. Hunt, Jr., Governor p E
Jonathan B. Howes, Secretary
Roger N. Schecter, Director
December 8, 1995
MEMORANDUM: R£CEs
co DEC 19 eD
95
TO: Wayne Strickland, LPOaNEiAL
wit fX.�Southport C- MENi'
FROM: John R. Parker
Major Permits Processing Coordinator
SUBJECT: CAMA/DREDGE & FILL Permit Application Review
Applicant: Bald Head Island, Ltd./Pfizer Tract
Project Location: Sou a of NC Hwy 211 (Ferry Rd) and the Price's Creek Southport/Ft. Fisher
Ferry terminal, adj to the Cape Fear River, just east of the Southport City limits
in Brunswick Co.
Proposed Project: To develop a marina and operations complex to service Bald Head Island. The
facility would include two passenger ferry landings, barge landing, marine
maintenance building, office and storage space, and parking.
Please indicate below your agency's position or viewpoint on the proposed project and return this form
by January 3, 1996. If you have any questions regarding the proposed project, please contact Ed
Brooks at 910/395-3900. When appropriate, in-depth comments with supporting data is requested.
REPLYy 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.
SIG Gig DATE
127 Cardinal ive Extension, Wilmington, N.C. 28405-3845 • Telephone [phone] • Fax [phone]
An Equal Opportunity Affirmative Action Employer

DEPARTMENT OF THE ARMY
WILMINGTON DISTRICT, CORPS OF ENGINEERS
P.O. BOX 1890
WILMINGTON, NORTH CAROLINA 28402-1890
REPLY
ATTENT10N of May 1, 1996
Regulatory Branch
Action ID No. 199602657
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
Dear Mr. Parker:
Reference the application of Bald Head Island, Limited, for a
Department of the Army (DA) permit to excavate 0.21 acre of
vegetated wetlands and 2.53 acres of non -vegetated wetlands and
shallow bottom to establish an access channel and basin and
construct jetties, bulkheads and docking platforms associated
with a marina/operations complex on the Cape Fear River, adjacent
to Prices Creek, east of Southport, Brunswick County, North
Carolina.
The Federal agencies have completed review of the proposal as
presented by the application and your field investigation report.
We recommend that the following conditions be included in the
State authorization:
a. All work authorized by this permit must be done in strict
compliance with revised permit plans, dated February 15, 1996.
�( b. All bulkheads will be positioned in strict accordance
with permit plans.
Z C. An earthen plug will be left between the inland basin and
the Cape Fear River until excavation landward of the plug has
been completed. To prevent sedimentation in adjacent waters,
24 hours will be allowed to elapse before the plug is removed.
3 d. All excavated materials will be confined landward of the
mean high water (MHW) elevation contour within adequate dikes or
other retaining structures to prevent the spillover of s j
into any vegetated wetlands or surrounding waters. tit
or ECG
MAY '3 19%
CoAsmL
Qm *M EME
NTT

-2-
G} e. The terminal end of the pipeline from the dredge into the
diked retention area will be positioned at or greater than
k 50 feet from any part of the dike and a maximum distance from
spillways to prevent dike erosion and to allow adequate
settlement of suspended solids.
3 f. A water control structure will be installed at the intake
end of the effluent pipe leading from the retention area to
ensure maximum settlement of suspended solids.
b g. Flow from the diked retention area will be confined by
1- pipe, trough, or similar device to a point at or below the mean
low water (MLW) elevation contour to prevent gully erosion and
siltation.
h. No excavated or fill materials will be placed any time in
any vegetated wetlands or waters.
3^� i. No vegetated wetlands will be filled.
j. Excavation will not exceed ten (10) feet below the
S elevation of mean low water (MLW).
a k. The temporary placement or double handling of excavated
L or fill materials within waters or vegetated wetlands is not
authorized.
1. This permit does not authorize the interference with any
i-1 existing or proposed Federal project. The permittee will not be
C� entitled to compensation for damage or injury to the authorized
structure or work that may be caused from existing or future
operations undertaken by the United States in the public
interest.
�2 M. No attempt will be made by the permittee to prevent the
full and free use by the public of all navigable waters at or
next to the authorized work. Use of the permitted activity must
not interfere with the public's right to free navigation on all
navigable waters of the United States.
n. If the display of lights and signals on the authorized
d structure is not otherwise provided for by law, such lights and
signals as may be prescribed by the U.S. Coast Guard will be
installed and maintained by and at the expense of the permittee.
-1-3 0. The permittee will maintain the authorized work in good
condition and in concordance with the terms and conditions of
this permit. The permittee is not relieved of this requirement
if he abandons the permitted activity without having it
transferred to a third party.

-3-
p. The activity will be conducted in a way that prevents a
significant increase in turbidity outside the area of
construction or construction -related discharge. Increases such
that the turbidity in the waterbody is 25 NTU's or less are not
considered significant.
q. This Department of the Army permit does not make
unnecessary the need to obtain other Federal, State, or local
authorizations required by law.
s '� r. The permittee will ensure that the following construction
guidelines are followed to avoid impacts to the Federally
endangered West Indian Manatee (Trichechus manatus):
� (1) The permittee will instruct all personnel
associated with the project of the potential presence of manatees
and the need to avoid collisions with manatees.
A (2) The permittee will advise all construction
personnel that there are civil and criminal penalties for
harming, harassing or killing manatees which are protected under
the Marine Mammal Protection Act of 1972 and the Endangered
Species Act of 1973. the permittee and any contractor may be
held responsible for any manatee harmed, harassed or killed as a
result of construction activity.
Q (3) Siltation barriers will be properly secured and
made of material in which manatees cannot become entangled. The
barriers will be regularly monitored to avoid manatee entrapment.
Barriers must not block manatee entry or exit from essential
habitat.
4 (4) All vessels associated with the project will
operate at "no wake/idle" speeds at all times while in water
where the draft of the vessel provides less that four feet
clearance from the bottom. Vessels will follow routes of deep
water whenever possible.
Q
(5) If manatees are seen within 100 yards of the
dredging area, all appropriate precautions will be implemented to
ensure protection of the manatees. These precautions will
include operating all equipment in such a manner that moving
equipment does not come any closer than 50 feet of any manatee.
If a manatee comes within 50 feet of an operating piece of
equipment, or vice versa, the equipment will immediately be shut
down.

(6) Any collision with, or injury to, a manatee will be
reported immediately to:
Mr. Robert O. Turner
Manatee Coordinator
6620 Southport Drive, South
Suite 330
Jacksonville, Florida 32216-0912
[phone]
5 (7) The permittee will maintain a log detailing
sighting, collisions or injuries to manatees should they occur
during the construction period. Following project completion, a
report summarizing incidents and sightings will be submitted to
Mr. Robert O. Turner.
S. Prior to initiation of ground disturbing construction
t� activities in the immediate vicinity of archaeological sites
31BW564** and 31BW571, an archaeological assessment (site
testing) will be conducted to evaluate if the sites are eligible
for listing in the National Register of Historic Places.
t. If either site 31BW564** or 31EW571 is determined
i77 eligible for listing in the National Register of Historic Places,
�I and if the site(s) will be adversely affected by proposed
construction activities, a detailed impact mitigation plan will
be developed and executed.
U. All archaeological investigations will be conducted under
the direction of an experienced archaeologist. Upon completion
' of the site testing and evaluation process, a written report will
be submitted to the North Carolina Division of Archives and
History. Any mitigation plans developed for the site(s) must be
approved by the Division of Archives and History prior to
implementation.
Questions or comments may be addressed to Mr. Jeffery
Richter, Wilmington Field Office, Regulatory Branch, telephone
[phone].
Sincerely,
dj/Uld
Ernest Jahnke
Field Office Manager
Wilmington Field Office
Regulatory Branch

a
Copies Furnished:
Mr. John Dorney
Division of Environmental Management
North Carolina Department of
Environment, Health and
Natural Resources
4401 Reedy Creek Road
Raleigh, North Carolina 27607
Mr. John Hefner
U.S. Fish and Wildlife Service
Fish and Wildlife Enhancement
Post Office Box 33,726
Raleigh, North Carolina 27636-3726
Mr. Larry Hardy
National Marine
Pivers Island
Beaufort, North
Fisheries Service
Carolina 28516
Mr. Thomas Welborn, Chief
Wetlands Regulatory Section - Region IV
Wetlands, Oceans and Watersheds Branch
U.S. Environmental Protection Agency
345 Courtland Street
Atlanta, Georgia 30365
Mr. C. Robert Stroud, Jr.
Wilmington Regional Office
North Carolina Division of
Coastal Management
127 Cardinal Drive Extension
Wilmington, North Carolina 28405-3845
Mr. David Brook
Deputy State Historic Preservation Officer
North Carolina Department of Cultural Resources
Division of Archives and History
109 East Jones Street
Raleigh, North Carolina 27601-2807

DEPARTMENT OF THE ARMY
WILMINGTON DISTRICT, CORPS OF ENGINEERS
P.O. BOX 1890
WILMINGTON, NORTH CAROLINA 28402.1890
REPLY TO
ATTEN nON OF April 10, 1996
Regulatory Branch
Action ID No. 199602657
Mr. John Hefner
U.S. Fish and Wildlife Service
Fish and Wildlife Enhancement
Post Office Box 33726
Raleigh, North Carolina 27636-3726
Dear Mr. Hefner:
Reference the application of Bald Head Island, Limited, for a Department
of the Army (DA) permit to excavate 0.21 acre of vegetated wetlands and 2.53
acres of non -vegetated wetlands and shallow bottom to establish an access
channel and basin and construct jetties, bulkheads and docking platforms
associated with a marina/operations complex on the Cape Fear River, adjacent
to Prices Creek, east of Southport, Brunswick County, North Carolina. Also
reference your letter of February 23, 1996, and Section 7 of the Endangered
Species Act of 1973, as amended (16 U.S.C. 1531-1543).
on behalf of the applicant, Land Management Group, Incorporated, has
examined the area to be affected by the proposed action and found no
indication of the presence of red -cockaded woodpeckers (Picoides borealis) or
their typical habitat. A copy of the consultant's report, with photographs,
is enclosed. Considering this report and inspections of the property by Corps
of Engineer and North Carolina Division of Coastal Management representatives,
we have determined that accomplishment of the proposed work would not be
likely to adversely effect the continued existence of the endangered red -
cockaded woodpecker. At your earliest convenience, your consideration and
concurrence would be appreciated.
In addition, as requested in your letter of February 23, 1996, any issued
permit will include the conditions you recommended to ensure that any impacts
to the endangered West Indian Manatee (Trichechus manatus) are minimized.
Questions or comments may be addressed to Mr. Jeffery Richter, Wilmington
Field Office, Regulatory Branch, telephone [phone].
Sincerely,
G. Wayne Wright
Chief, Regulatory Branch
Enclosure ,

-2-
Copies Furnished (without enclosure):
Mr. John Parker
Division of Coastal Management
North Carolina Department of
Environment, Health and
Natural Resources
Post Office Sox 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
Mr. John Dorney
Division of Environmental Management
North Carolina Department of
Environment, Health and
Natural Resources
4401 Reedy Creek Road
Raleigh, North Carolina 27607

DEPARTMENT OF THE ARMY
.�9 WILMINGTON DISTRICT, CORPS OF ENGINEERS
P.O. BOX 1890
WILMINGTON, NORTH CAROLINA 28402-1890 ` 2
IN REPLY REFER TO ~
February 5, 1996
rn
Regulatory Branch
Action ID No. 199602657 I"4
m
ki L'
Bald Head Island, Ltd.
C/o Mr Dan Weeks
Poet Office Box 3069
Bald Head Island, North Carolina 28461
Dear Mr. Weeks:
On December 14, 1995, you applied for Department of the Army
authorization to dredge 9,000 square feet of vegetated wetlands and an
additional 110,400 square feet of non -vegetated wetlands and shallow bottom,
in the Cape Fear River, adjacent to the Prices Creek Southport/Fort Fisher
Ferry, on NC 210, east of Southport, in Brunswick County, North Carolina.
After review of your proposal, the National Marine Fisheries Service and
the U.S. Environmental Protection Agency requested more information and/or
recommended a modification of your proposed work by letters dated January 12,
1996, and January 17, 1996 (copies enclosed). These recommendations are due
to anticipated adverse environmental impacts.
Our administrative process provides you the opportunity to propose a
resolution and/or to rebut any and all objections before a final decision is
made. In this regard, I would appreciate being made aware of your intentions
on or before February 19, 1996.
Should you have any questions or comments, please contact me at
telephone [phone].
Sincerely,
Jeff Richter
Project Manager
Wilmington Regulatory Field Office
Enclosures

a. -
Copies Furnished (without enclosures):
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. Larry Hardy
National Marine Fisheries Service
Pivers Zsland
Beaufort, North. Carolina 28516
Mr. Thomas Welborn, Chief
Wetlands Regulatory Section - Region IV
Wetlands, Oceans and Watersheds Branch
U.S. Environmental Protection Agency
345 Courtland Street, N.E.
Atlanta, Georgia 30365

r
11
United States Department of the Interior
FISH AND WILDLIFE SERVICE
Raleigh Field Office
Post Office Box 33726
Raleigh, North Carolina 27636-3726
_
February 23, 1996
Colonel Robert J. Sperberg
District EngineerU.S.
Army Corps of Engineers
rMAR6
Post Office Box 1890
Wilmington, North Carolina 28402-1890
Attn: Jeff Richter, Regulatory Branch
Dear Colonel Sperberg:
The U.S. Fish and Wildlife Service (Service) has reviewed the State
Field Investigation Report for Bald Head Island, Ltd. in Brunswick
County (Action ID No. 199602657) with regard to the effects the
proposed project may have on fish and wildlife resources. This is
the report of the Service and the Department of the Interior and is
submitted in accordance with provisions of Section 7 of the
Endangered Species Act of 1973, as amended (16 U.S.C. 1531-1543)
(Act).
The applicants propose to develop a marina and operations complex,
to provide service to Bald Head Island. The tract's eastern
boundary is adjacent to the northeast Cape Fear River, and is
densely wooded with mixed hardwoods, mature live oaks, and pine.
Highground construction associated with the marina would develop
half of the upland acreage on the property and create 53 acres of
impervious coverage.
The Federally endangered Red -cockaded Woodpecker (Picoides
borealis) is known to occur in Brunswick County. Active clusters
are known to exist in the vicinity of the project site. In
accordance with Section 7 (a)(2)(3) of the Act, the Federal agency
(in this case, the Corps of Engineers) authorizing, funding or
carrying out the action is responsible for the final effect
determination the project may have on Federally -listed species and
forwarding that determination to the Service for concurrence.
According to the Interagency Cooperation Regulations (50 CFR
402.02), "'Action area' means all areas to be affected directly or
indirectly by the Federal action and not merely the immediate area
involved in the action". Therefore, the Service is requesting that
the Corps make a determination as to the effect of the entire
project on the Red -cockaded Woodpecker.

r
The Corps should also inform the applicant that the Federally
endangered West Indian Manatee (Trichechus manatus) occasionally
frequents the Cape Fear River. The permittee should ensure that
the enclosed construction guidelines for avoiding impacts to
manatees are followed.
Please provide the Service with your official determination
regarding potential impacts to Federally -listed species in the
project area, and a brief outline of the methodology used in making
that determination.
The Service appreciates the opportunity to comment on this project.
Please continue to advise us of the progress of this project,
including your official determination of the impacts of this
project.
sincerely �J�l�yours
Cherry Green
Acting Field Supervisor
FWS/R4/SZwicker/SMZ:02-20-96/919-856-4520 ext 16/wp:baldhead

r
CONSTRUCTION GUIDELINES
FOR AVOIDING IMPACTS TO MANATEES
1. The contractor should instruct all personnel associated with
the project of the potential presence of manatees and the need to
avoid collisions with manatees.
2. All construction personnel will be advised that there are civil
and criminal penalties for harming, harassing, or killing manatees
which are protected under the Marine Mammal Protection Act of 1972
and the Endangered Species Act of 1973. The permittee and/or
contractor may be held responsible for any manatee harmed,
harassed, or killed as a result of construction activities.
3. Siltation barriers should be properly secured, and be made of
material in which manatees cannot become entangled. The barriers
should be regularly monitored to avoid manatee entrapment.
Harriers must not block manatee entry to or exit from essential
habitat.
4. All vessels associated with the project will operate at "no
wake/idle" speeds at all times while in water where the draft of
the vessel provides less than four feet clearance from the bottom.
Vessels will follow routes of deep water whenever possible.
5. If manatees are seen within 100 yards of the dredging area, all
appropriate precautions shall be implemented to ensure protection
of the manatees. These precautions shall include operating all
equipment in such a manner that moving equipment does not come any
closer than 50 feet of any manatee. If a manatee comes within 50
feet of an operating piece of equipment, or vice versa, the
equipment should immediately be shut down.
G. Any collision with, or injury to, a manatee will be reported
immediately to:
Mr. Robert 0. Turner
Manatee Coordinator
6620 Soutport Drive, South
Suite 310
Jacksonville, Florida 32216-0912
[phone]
7. The contractor will maintain a log detailing sightings,
colli-sions, or injuries to manatees should they occur during the
contract period. Following project completion, a report
summarizing incidents and sightings should be submitted to Mr
Robert 0. Turner at the above address.

V s UNITED STATES DEPARTMENT OF COMMERCE
National Oceanic and Atmospheric Administration
e NATIONAL MARINE FISHERIES SERVICE
s4,rs o.
Southeast Regional Office
9721 Executive Center Drive North
St. Petersburg, Florida 33702
January 12, 1996
Colonel Robert J. Sperberg
District Engineer, Wilmington District
Department of the Army, Corps of Engineers
P. O. Box 1890
Wilmington, North Carolina 28402-1890
Attention Jeff Richter
Dear Colonel Sperberg:
In accordance with Part II, Section 4 of the current Memorandum of
Agreement between the Departments of Commerce and the Army, I am
offering the following comments on permit application 199602657(GP)
dated December 19, 1995. The applicant, Bald Head Island, Ltd.,
proposes to construct a marina and operations complex to service
Baldhead Island near Southport, Brunswick County, North Carolina.
The purpose of the work is to provide adequate passenger ferry
service, operational support facilities, and barge landing access
to meet the needs of the Baldhead Island community.
The proposed project consists of the construction of a 4.5 acre
marina in uplands located adjacent to the Cape Fear River. The
700-foot-long by 300-foot-wide by 8-foot-deep basin would be
connected to the river by a 750-foot-long by 150-foot-wide by 10-
foot-deep access channel. The width of the access channel would be
reduced to 75 feet where it crosses a 150-foot-wide wetlands fringe
along the shoreline. A hydraulic pipeline dredge would be used to
excavate the access channel with dredged material disposal in a
diked upland disposal site. Also proposed are two 420-foot-long
jetties located on either side of the access channel. Limestone
riprap would be placed on both sides of each jetty resulting in a
30-foot-wide foot print. The boat basin would include three fixed
docks (a 110-foot-long by 28-foot-wide main passenger dock, an 80-
foot-long by 20-foot-wide employee/contractor ferry dock, and a
210-foot-long by 10-foot-wide fuel dock). The sides of the basin
would be stabilized with a vinyl bulkhead. The upland portion of
the 172 acre site would be developed as parking area, barge
landing, a marine maintenance building, offices and storage
buildings with 70 acres remaining undeveloped.
This project is located adjacent to the Cape Fear River with a
marsh border along the shoreline varying in width form 150 to 400
feet. Brackish and saltwater plant species including, giant
cordgrass (Soartina cvnosurides), saltmeadow cordgrass (Spartina
patens), sawgrass (Cladium iamaicense) spike -grass (Distich
A `1
® Primed on Recycled Parwr yy

spicata), and saltmarsh cordgrass (Spartina alterniflora) vegetate
this area and extend into the interior of the property along its
southern border. These tidal wetlands provide nutrients, in the
form of detritus, that is an important component of the aquatic
food chain. They also remove pollutant from upland run-off and
adjacent waters and, thereby, function to maintain good water
quality in the Cape Fear River system. The regularly flooded
portion of these wetlands also provides a refuge from predators for
the juveniles of estuarine dependent fishes and function as nursery
areas.1,2 Commercially and recreationally important fishes found
in the project area include Atlantic croaker (Micropogonias
undulatus), spot (Leiostomus xanthurus), spotted seatrout
(Cvnoscion nebulosus), bluefish (Pomatomus saltatrix), flounders
(Paralichthvs spp.), red drum (Sciaenops ocellatus), Atlantic
menhaden (Brevoortia tyrannus), striped mullet (Mugil cephalus),
and weakfish (Cvnoscion regalis).
Based on coordination with the North Carolina Division of Marine
Fisheries and the North Carolina Division of Coastal Management, we
are concerned that several aspects of this project would be
detrimental to wetlands and fishery resources found in the project
area. The proposed access channel alignment does not minimize
wetland losses. Realigning the channel approximately 150 feet to
the northeast would reduce the wetland losses by 50 percent. Also,
we question the need for jetties of the length proposed.
Construction of these structures will alter 0.5 acre of river
bottom that supports fisheries. We believe that limiting the
length of these jetties to 200 feet would meet the needs of the
applicant and reduce impacts to benthic habitat. In addition, the
public notice provides no information regarding the impacts of the
project on water quality. We understand that an assessment of
project impacts on water quality, including a stormwater run-off
management plan, is being reviewed by the North Carolina Division
of Environmental Management (NCDEM). We believe that the results
of this assessment should be reviewed prior to a decision regarding
federal authorization of this work. Upon completion of this
assessment, we will support the recommendations of the NCDEM on the
water quality issues involved with this work.
In view of the above, we recommend that federal authorization of
this project not be granted unless the following conditions and
modifications are incorporated:
1Wiegert, R.G. and B.J. Freeman. 1990. Tidal salt marshes of
the southeast Atlantic coast: a community profile. U.S. Fish and
Wildl. Serv. Biol. Rep. 85(7.29). 70 pp.
2Odum, W.E., T.J. Smith III, J.K. Hoover, and C.C. McIvor.
1984. The ecology of tidal freshwater marshes of the United Sates
east coast: a community profile. U.S. Fish & Wildl. Ser. FWS/OBS-
83-17. 177pp.

1. The proposed access channel should be realigned approximately
150 feet to the northeast to minimize wetland losses.
2. The length of the proposed jetties should be reduced to
approximately 200 feet.
3. The recommendations of the NCDEM, resulting from. the water
quality assessment to be conducted, be accepted and incorporated
into any issued permit.
Thank you for the opportunity to provide these comments. If we can
be of further assistance, please advise.
Andteas Mager Jr.
Assistant Re oval Director
Habitat Conservation Division
cc: FWS, ATLA, GA
FWS, Raleigh, NC
EPA, ATLA, GA
NCDEHNR, Raleigh, NC
NCDEHNR, Morehead City, NC
SAFMC, Charleston, SC
F/SEO2

DEPARTMENT OF THE ARMY
WILMINGTON DISTRICT, CORPS OF ENGINEERS P.O. BOX 1890 ILK
WILMINGTON, NORTH CAROLINA 28402-1890 /�,� K
REPLY TO
ATTENTION OF
January 16, 1996
Regulatory Branch
Action ID No. 199602657
Bald Head Island, Ltd.
c/o Mr. Dan Weeks
Post Office Box 3069
Bald Head Island, North Carolina 28461
Dear Mr. Weeks:
on February 11, 1991, we renewed general permit No. 198000291 (copy
enclosed), which provides Federal authorization for construction activities
that receive authorization from the State of North Carolina.
A review of your application received December 18, 1995, for Department
of the Army authorization to dredge 9,000 square feet of vegetated wetlands
and an additional 110,400 square feet of nonvegetated wetlands and shallow
bottom, in the Cape Fear River, adjacent to the Prices Creek Southport/Fort
Fisher ferry, on NC 210, east of Southport, in Brunswick County, North
Carolina, indicates it to be a candidate for Federal authorization under this
general permit. Accordingly, the administrative processing of your
application will be accomplished by the North Carolina Division of Coastal
Management. Comments from Federal review agencies will be furnished to the
State.
If your application must be withdrawn from this general permit process
for any reason, you will be informed regarding its further management. If
there are no unresolved differences in State -Federal positions or policies,
the final action taken on your application by the State will result in your
receiving written notice from us that your application is consistent with the
general permit and you may commence your activity. Only after receiving such
confirmation should you begin work.
On February 6, 1990, the DA and the U.S. Environmental Protection Agency
(EPA) signed a memorandum of agreement (MOA) establishing procedures to
determine the type and level of mitigation necessary to comply with the Clean
Water Act Section 404(b)(1) Guidelines. This MOA provides for first, avoiding
impacts to waters and wetlands through the selection of the least damaging,
practical alternative; second, taking appropriate and practical steps to
minimize impacts on waters and wetlands; and finally, compensating for any
remaining unavoidable impacts to the extent appropriate and practical. To
enable us to process your application in full compliance with this MOA, we
request that you provide the following additional information:
a. Permits for work within wetlands or other special aquatic sites are
available only if the proposed work is the least environmentally damaging,
practicable alternative. Please furnish information regarding any other
alternatives, including upland alternatives, to the work for which you have
applied and provide justification that your selected plan is the least
damaging to water or wetland areas.
ftN M ® PAVO p Ppu

I 'ti
-2-
b. It is necessary for you to have taken all appropriate and practical
steps to minimize wetland losses. Please indicate all that you have done,
especially regarding development and modification of plans and proposed
construction techniques, to minimize adverse impacts.
C. The MOA requires that appropriate and practical mitigation will be
required for all unavoidable adverse impacts remaining after all appropriate
and practical minimization has been employed. Please indicate your plan to
mitigate for the projected, unavoidable loss of waters or wetlands or provide
information as to the absence of any such appropriate and practical measures.
This information is essential to our expeditious processing of your
application and it should be forwarded to us by January 30, 1996. Also, a
copy of this information must be sent to the North Carolina Division of
Environmental Management to enable them to adequately evaluate your
application for a Water Quality Certification pursuant to Section 401 of the
Clean Water Act.
Your application, pursuant to section 10 of the River and Harbor Act and
Section 404 of the Clean Water Act, has been assigned Action ID No. 199602657
and will be coordinated by Mr. Jeff Richter in our Wilmington Field Office.
Mr. Richter may be contacted at telephone [phone].
Enclosure
Sincerely,
Ernest Jahnke
Manager
Wilmington Regulatory Field Office

-3-
copies Furnished (without enclosure):
r. 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. John Dorney
Water Quality Section
Division of Environmental
Management
North Carolina Department of
Environment, Health and
Natural Resources
4401 Reedy Creek Road
Raleigh, North Carolina 27611-7687
Field Supervisor
U.S. Fish and Wildlife Service
Fish and Wildlife Enhancement
Post Office Box 33726
Raleigh, North Carolina 27636-3726
Mr. Larry Hardy
National Marine Fisheries Service
Habitat Conservation Division
Pivers Island
Beaufort, North Carolina 28516
Mr. Thomas Welborn, Chief
Wetlands Regulatory Section - Region IV
Wetlands, oceans and Watersheds Branch
U.S. Environmental Protection Agency
345 Courtland Street
Atlanta, Georgia 30365
Mr. Bob Stroud
Office Manager
Wilmington Regional office
North Carolina Division of
Coastal Management
127 Cardinal Drive Extension
Wilmington, North Carolina 28405-3845

DEPARTMENT OF THE ARMY
WILMINGTON DISTRICT, CORPS OF ENGINEERS
P.O. BOX 1890
WILMINGTON, NORTH CAROLINA 28402-1890
REPLYTO
ATTENTION OF
January 16, 1996
Regulatory Branch
Action ID No. 199602657
Mr. John Dorney
Division of Environmental Management
North Carolina Department of
Environment, Health and
Natural Resources
4401 Reedy Creek Road
Raleigh, North Carolina 27611-7687
Dear Mr. Dorney:
Enclosed is the application of Bald Head Island, Ltd. for Department of
the Army authorization and a State Water Quality Certification to dredge 9,000
square feet of vegetated wetlands and an additional 110,400 square feet of
non -vegetated wetlands and shallow bottom, in the Cape Fear River, adjacent to
the Prices Creek Southport/Fort Fisher ferry, on NC 210, east of Southport, in
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.
According to our administrative regulations, 60 days is reasonable for
State action. Therefore, if you have not acted on the request, or asked for an
extension of time, by March 15, 1996, the District Engineer will deem that
waiver has occurred.
Questions or comments may be addressed to Mr. Jeff Richter, Wilmington Field
Office, Regulatory Branch, telephone [phone].
Sincerely,
G. Wayne Wright
Chief, Regulatory Branch
Enclosure
Copies Furnished (without enclosure):
Mr. John Parker
/Division of Coastal Management
VNorth Carolina Department of
Environment, Health and
Natural Resources
Post Office Box 27687
Raleigh, North Carolina 27611-7687
NrAw W 0 PAVVd p Pape

IN REPLY REFER To
Regulacory Branch
WILMINGTON DISTRICT, CORPS OF ENGINEERS
P.O. BOX 1890
WILMINGTON, NORTH CAROLINA 28402.1890
Se.c- Ig IggS
Action ID.
10A(9(D),6S-7
Applicant _,1 � A kt:,L10\
Waterway
Cc1R2 1-c,c-r Rkvec'
County vt� ta��c�C Type Work
7c ecla
��c
Mr. Larry Hardy
National Marine Fisheries
Service, NOAA
Fivers Island
Beaufort, North Carolina 28516
Ms. L. K. (Mike) Gantt
Fish and Wildlife Enhancement
U.S. Fish and Wildlife Service
Fosc Office Box 33,26
:Raleigh, ;forth Carolina 27636-3726
Mr. Thomas Welborn, Chief
Wetlands Regulatory Section -Region IV
Weclands, Oceans and Watersheds Branch
U.S. Environmental Protection Agency
345 Courtland Street
Atlanta, Georgia 30365
Gentlemen:
Mr. John Parker ,; f
Division of Coastal Management
North Carolina Departmenc of
Environmenc, Health and
Natural Resources
Post Office Box 27687
Raleigh, North Carolina 27611-7687
_ nC. a Ob �S+7*OUA
�11m.na�on Regional Office
Divisio of Coastal Management
North Carolina Department of
Environment, Health and
Natur Resources ^ _
Im�na Yoh NOY'-��\ CwrJ`�ndt
384S
Pursuant to Action ID No. 198000291, the CAMA-Corps general permit/processing
agreement, a Stace Field Investigation Report is enclosed. Your commenand/or
recommendations would be a4reciaced on or before Joy{,vats. Iq /ACIts
Quescions or comments Ibay be addressed to
Regulatory Branch, �, 11^n iy%gion Field Office, telephone Ft10) 151 - LA6311.
Sincerely,
4a e Wrigh
Chi Regular Branch
Enclosure

c3
March 26, 1996
Mr. John R. Parker, Jr.
DEHNR
Division of Coastal Management
P. O. Box 27687
Raleigh, NC 27611-7687
Dear Mr. Parker:
CIMH7 D
MAR 2 7 1996
DIVISION OF
COASTAL MANAGEMENT
Please find enclosed a revised site plan dated February 15, 1996 and subsequent information pertaining
to the Pfizer Tract CAMA application.
First and foremost, you will find enclosed a Tidal Hydrologic Flushing Model for our proposed marina
prepared by the Land Management Group. The parameters were based on comments by EPA and DEM
utilizing the worst case scenario during a hot predawn July morning. The model was also designed for
the marina, 100' access channel and 200' long jetties extending below MHW, and secondly, the marina,
100' access channel and 400' long jetties below MHW as per our proposed plan. We had set it up this
way to address the comment pertaining to reduced jetty length expressed by the National Marine
Fisheries.
The Land Management Group has concluded the latest marina design and location is well suited to
maintain acceptable dissolved oxygen concentrations in this lower section of the Cape Fear River. In
addition, I would like to emphasize that based upon the results from the model, there is negligible
difference in dissolved oxygen between the 200' jetty and the 400' jetty. Based upon our past experience
at our current marina, our proposed jetty length of 400' meets the water quality standards, will provide
less maintenance in the long run and provide a safe and efficient access channel into the barge landing
and marina. Please note, that the access channel has been relocated to minimize the amount of
disturbance across the 404 wetlands at its narrowest point.
With the above mentioned information and technical data, we have addressed all of the comments stated
in your letter dated February 7, 1996 from your review process which should hopefully expedite the
application.
Should you have any questions and/or comments, please contact me at 910-457-7339.
Sincerely,
Daniel H. Weeks, ASLA
Director of Planning
Enclosure
cc: Ed Brooks, Jeff Richter, John R. Domey, Ken Stewart, Ken Kirkman, David Edwards
PO Box 3069, Bald Head Island, North Carolina 28461 • [phone] • FAX [phone]

BALD HEAD ISLAND LAND BASE
TIDAL HYDROLOGIC FLUSHING STUDY
PF7ZFR TRACT MARINA
SOUTHPORT, NORTH CAROLINA
ID
4171-1,
rlol�
MAR 2 7 1996
DIVISION OF
FOR COASTAL MANAGEMENT
DAN WEEKS
BHI PLANNING DEPARTMENT
P.O. BOX 3069
BALD HEAD ISLAND, NORTH CAROLINA 28461
m
LAND MANAGEMENT GROUP, INC.
MARCH 18, 1996
JOB 996-111

March 18, 1996
Dan Weeks
BM Planning Department
P.O. Box 3069
Bald Head Island, North Carolina 28461
Re: Pfizer Tract Marina - Tidal Hydrologic Flushing Study
Dear Dan:
Based on the various review agency concerns about water quality in the created high ground
basin design, we assessed future dissolved oxygen rates (DO) utilizing the accepted DEM
computer model (Report No. 90-01). The ambient water quality parameters were obtained from
ADM at their "Pfizer Station" approximately 1,600 feet to the northeast of the project.
As was requested by EPA and DEM comments, the model was run utilizing the worst case
scenario during a hot predawn July morning when water has it historically lowest DO readings.
In this case, the ambient DO used in the model was 5.7 mg/1 at 290C with a saturation DO of
7.8 mg/l. The average channel depth was 10 feet (mlw) at 100 foot yidth as worst case at the
narrowest point at barge landing.. The marina basin was figured at an average depth of 8 feet
(mlw) for 5.5 acres of surface area. We used a 4.5 feet average tidal amplitude and a worst case
for boat activity at 0 boat hours/day. In addition the more conservative reareation constant was
used at 0.3/day which is the preferred DEM constant. Based on various studies when tidal
amplitudes are greater than 2 feet, the return flow factor is negligible and 0 was used in this
model.
Several conclusions were obtained from review of the DEIVi marina studies. The most important
was that sediment oxygen demand (SOD) has much greater influence on ambient DO
concentrations than biological oxygen demand (BOD) caused from boat discharges or direct
runoff. It appears that chemical reduction and bacterial respiration of organic matter in future
marina sediments create a strong demand for oxygen in the water column. This SOD rate varies
with temperature, siltation rates and resuspension/dredging of muds and silts. Luckily this site
has a relatively hard pack sandy bottom from deposition of fast moving currents which results
in little deposition of finer materials. In any case, the average SOD rate of 1.5 (grams 02/1712 per
day) was used and the accepted SOD worst case of 3 (grams 02/m2) was used.

March 18, 1996
The two segment marina -tidal amplitude model was chosen in all worst case scenarios/parameters
described above. Attached are the results of the computer calculations for 24 hours during this
hot July day. They are outlined as follows:
Test Run A Marina with 350' x100' Channel and 200' Jetty Below MHW
SOD - 1.5 (Avg)
Worst Case DO Result = 5.70 mg/1
Test Run B Marina with 350' x 100' Channel and 200' Jetty Below MHW
SOD - 3.0 (Worst Case)
Worst Case DO Result = 5.13 mg/1
Test Run C Marina with 550' x 100' Channel and 400' Jetty Below MHW
SOD - 1.5 (Avg)
Worst Case DO Result = 5.71 mg/l
Test Run D Marina with 550' x 100' Channel and 400' Jetty Below MHW
SOD - 3.0 (Worst Case)
Worst Case DO Result = 5.07 mg/1
I would have to conclude that even using the worst case conditions from the model's parameters
during the hottest month of July there should be no contravention of the ambient water DO
standards for the 400' jetty below viHW. This positive condition is most likely due to the
project's high tidal amplitude and large surface area to volume ratios. Since the project borders
an extremely deep shipping channel at depths to 36 feet to 40 feet (mlw) it is doubtful a worst
case SOD condition could be achieved due to accumulation of fine organic laden silts. The
hourly barge and ferry traffic in and out of the marina basin would also help re -aerate the waters
and help to avoid stagnate conditions and low DO conditions. During the ebb tidal cycle, it
appears the marina basin should have a strong current gradient towards the shipping channel; and, -
during the flood tide with predominant southwest winds, there should be a free exchange of high
salinity waters. It appears, therefore, that the latest marina redesign is well suited to maintain
acceptable dissolved oxygen concentrations in this lower stretch of the Cape Fear River. There
is negligible difference in DO between a 200' jetty below MHW or a 400' jetty below IvIHW.
For purposes of the model we used the solid concrete jetty design with rock riprap at its toe.
Bald Head Island Land Base 2
Pfizer,Tract.

March 18, 1996 '
If you need clarification or have any questions, please feel free to contact me at your
convenience.
Enclosures:
4 Runs of Model
ADM Salinity/DO Samples
Revised Marina Plan 3/15/96
Sincerely,
Rob Moul, MEM
Environmental Consultant
0
Bald Head Island Land Base 3
Pfizer Traci

NIARINA WITH 350'X 100'CHANNEL. & 200' JETTY AT
WATERWARD END BELOW MHW
TEST RUN "A"
TWO SEGMENT MARINA -TIDAL AMPLITUDE METHOD
NAME OF MARINA=PFIZER TRACT MARINA
AVG CHANNEL DEPTH(FT)= 10
AVG MARINA DEPTH(FT)= 8
CHANNEL SURFACE AREA (FT**2)= 35000
MARINA SURFACE AREA (FT**2)= 239580
TIDAL AMPLITUDE(FT)= 4.5
RETURN FLOW FACTOR (DIM)= 0
SEDIMENT OXYGEN DEMAND (GM/M**2-DAY)= 1.5
AMBIENT DO (MG/L)= 5.7
SATURATION DO (MG/L)= 7.8
DECAY COEFFICIENT (1/DAY)= 1
REAERATION COEFFICIENT (1/DAY)= .3
CHANNEL BOAT ACTIVITY (BOAT-HRS/DAY)= 0
MARINA BOAT ACTIVITY (BOAT-HRS/DAY)= 0
T (HRS)
DOC (MG/L)
DOM (MG/L)
216
5.70404
5.695035
217
5.706
5.697042
218
5.709427
5.701858
219
5.714753
5.70792
220
5.724077
5.714065
221
5.729482
5.719526
222
5.730678
5.723058
223
5.729891
5.723384
224
5.727539
5.719512
225
5.723956
5.711629
226
5.723438
5.70207
227
5.710468
5.696488
DOCAVG (MG/L)= 5.719481
DOMAVG (MG/L)= 5.709304
228
5.70404
5.695031
229
5.706
5.697038
230
5.709427
5.701855
231
5.714752
5.707918
232
5.724077
5.714062
233
5.729481
5.719523
234
5.730675
5.723055
235
5.729887
5.723381
236
5.727535
5.719508
237
5.723952
5.711624
238
5.723433
5.702066
239
5.710466
5.696485
DOCAVG (MG/L)= 5.719479
DOMAVG (MG/L)= 5.709299

,MARINA WITH 350'XI00'CHANNEL & 200' JETTY AT
WATERWARD END BELOW MHW
TEST RUN "B"
TWO SEGMENT MARINA -TIDAL AMPLITUDE METHOD
NAME OF MARINA=PFIZER TRACT MARINA
AVG CHANNEL DEPTH(FT)= 10
AVG MARINA DEPTH(FT)= 8
CHANNEL SURFACE AREA (FT**2)= 35000
MARINA SURFACE AREA (FT**2)= 239580
TIDAL AMPLITUDE(FT)= 4.5
RETURN FLOW FACTOR (DIM)= 0
SEDIMENT OXYGEN DEMAND (GM/M**2-DAY)= 3
AMBIENT DO (MG/L)= 5.7
SATURATION DO (MG/L)= 7.8
DECAY COEFFICIENT (1/DAY)= 1
REAERATION COEFFICIENT (1/DAY)= .3
CHANNEL BOAT ACTIVITY (BOAT-HRS/DAY)= 0
MARINA BOAT ACTIVITY (BOAT-HRS/DAY)= 0
T (HRS) DOC (MG/L) DOM (MG/L)
216 5.656882 5.064885
217 5.682508 5.134983
218 5.684695 5.184558
219 5.682729 5.205625
220 5.675631 5.198041
221 5.506615 5.189338
222 5.299201 5.177023
223 5.190911 5.158539
224 5.151837 5.131896
225 5.124016 5.097469
226 5.104732 5.059924
227 5.429291 5.030767
DOCAVG (MG/L)=
5.432426
DOMAVG (MG/L)=
5.1361
228
5.656884
5.064876
229
5.682508
5.134976
230
5.684695
5.184551
231
5.682728
5.205618
232
5.675625
5.198034
233
5.506604
5.189331
234
5.29919
5.177016
235
5.190903
5.158531
236
5.15183
5..131888
237
5.124007
5.097461
238
5.104731
5.059915
239
5.429301
5.0310759
DOCAVG (MG/L)= 5.432421
DOMAVG (MG/L)= 5.136087

'LIARINA WITH 550'X 100'fHANNEL & 400' JET1 Y Al
WATERWARD END BELOW NIHW
TEST RUN "C"
TWO SEGMENT MARINA -TIDAL AMPLITUDE METHOD
NAME OF MARINA=PFIZER TRACT MARINA/JETTY
AVG CHANNEL DEPTH(FT)= 10
AVG MARINA DEPTH(FT)= 8
CHANNEL SURFACE AREA (FT**2)= 55000
MARINA SURFACE AREA (FT**2)= 239580
TIDAL AMPLITUDE(FT)= 4.5-
RETURN FLOW FACTOR (DIM)= 0
SEDIMENT OXYGEN DEMAND (GM/M**2-DAY)= 1.5
AMBIENT DO (MG/L)= 5.7
SATURATION DO (MG/L)= 7.8
DECAY COEFFICIENT (1/DAY)= 1
REAERATION COEFFICIENT (1/DAY)= .3
CHANNEL BOAT ACTIVITY (BOAT-HRS/DAY)= 0
MARINA BOAT ACTIVITY (BOAT-HRS/DAY)= 0
T (HRS)
DOC (MG/L)
DOM (MG/L)
216
5.710492
5.700623
217
5.709485
5.702687
218
5.712526
5.707191
219
5.718151
5.713054
220
5.727433
5.719135
221
5.734395
5.724532
222
5.73784
5.728002
223
5.73806
5.728266
224
5.735822
5.724332
225
5.732493
5.716388
226
5.73187
5.70677
227
5.719759
5.701494
DOCAVG (MG/L)= 5.725701
DOCAVG (MG/L)= 5.714388
228
5.71049
5.70061
229
5.709484
5.702676
230
5.712526
5.707181
231
5.718151
5.713045
232
5.727433
5.719126
233
5.734392
5.724523
234
5.737836
5.727992
235
5.738052
5.728256
236
5.735813
5.724323
237
5.732484
5.716379
238
5.73186
5.706761
239
5.7i9752
5.701485
bdCAVG
(MG/L)= 5.725693
DOCAVG
(MG/L)= 5.714371

MARINA WITH 550'X 100'CHANNEL & 400' JETTY AT
WATER WARD END BELOW MH W
TEST RUN "D"
TWO SEGMENT MARINA -TIDAL AMPLITUDE METHOD
NAME OF MARINA=PFIZER TRACT MARINA/JETTY
AVG CHANNEL DEPTH(FT)= 10
AVG MARINA DEPTH(FT)= 8
CHANNEL SURFACE AREA (FT**2)= 55000
MARINA SURFACE AREA (FT**2)= 239580
TIDAL AMPLITUDE(FT)= 4.5
RETURN FLOW FACTOR (DIM)= 0
SEDIMENT OXYGEN DEMAND (GM/M**2-DAY)=
AMBIENT DO (MG/L)= 5.7
SATURATION DO (MG/L)= 7.8
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
5.534407
4.999212
217
5.626197
5.061766
218
5.652749
5.114146
219
5.657736
5.13837
220
5.650975
5.131626
221
5.53193
5.123755
222
5.360321
5.112259
223
5.222492
5.094584
224
5.144449
5.068741
225
5.102585
5.035103
226
5.083514
4.998339
227
5.308207
4.973883
DOCAVG
(MG/L)= 5.406316
DOMAVG
(MG/L)= 5.071023
228
5.534404
4.999176
229
5.626196
5.061735
230
5.652749
5.114118
231
5.657735
5.138342
232
5.650972
5.1316
233
5.531918
5.123727
234
5.3603
5.112232
235
5.222469
5.094557
236
5.144425
5.068714
237
5.102561
5.035076
238
5.083495
4.998313
239
5.308202
4.973858
DOCAVG (MG/L)= 5.406297
DOMAVG (MG/L)= 5.070979
3
9

AMBIENT SALINITY/DO IN RIVER
�mwme_5.c•,
40 �LI�
ARCHER GANIELS'NI1012,ND-compl.-NY P.O. 80X 1CS40 EAST MOORE ST. EXTENSION
FOOO AOOIT;VES OTVISiON - TEL. [phone]
ARCHER DANIELS MIDLAND COMPANY
P. 0. BOX 10640
SOUTHPORT, N.C. 28461
FACSIMILE COVER SHEET
DATE:
TO: �,'OB MOUL
CUSTOMER FAX NUMBER:
SOUTHPORT. NO 2WI
WE ARE SEND-NG YOU THIS =AGE AND THE ?O=LOWT_NC OF pa.CE_.
77 -:ERE ARE ?=iY ?zCcT_EMS, PLEASE CONTACT�AN�� tl�4iII�SI%��^S
7'-.53
AT SOUTHPORT, N.C. (9101 457-� -!, EXT.
OL-R FAX NLMB= 15. 910-4^7-O 69. �^.AL Ti �?9C/�� � (Mti%/L)
IkiI
COMMiNTS : MAY U • n
DUNE 21.( ( 11�
�]uuy
5
Aug
P-r
a

Table 2-5. Saturation Values of Dissolved Oxygen in Water Exposed to
Water -Saturated Air Containing 20.90 Percent Oxygen Under a
Pressure of 760 mm of Mercury'
Chloride Conceat=d:
In Water mg/I Diftereac4
per IOtl mg
0 i SOW I 10,000 Chloride I Vapor
Temperature - Temperature I Pressure
in"C DLnolved Oxygen me in°C I man
6
7
8
9
10
II
11
13
14
IS
16
13
!9
20
21
22
23
24
1S
26
27
�C in
14.6
13.9
13.0
0.017
I 0
1 1 S
14.2
13.4
12.6
I
0.016
1
S
0.3•
13.1
12.3
0.015
2
I j
13.5 i
12.7
1'_.0
0.015
i 3
6
13.1 I
12.4
11.7
1 0.014
` �
I 6
12.8
12.I
11.4
1 0.014
I S
I4
12.3
11.8
1I.1
I 0.014
p
I 7
!22 !
11.5
10.9
j 0.013
1 7
1 3
11.9 '
IL2
! 10.6
0.01E
8
1 8
11.6
11.0
I0.4
I 0.012
I 9
9
1!.3 I
I
10.7
10.1
i 0.012
! 10
I
9
I i.l I
10.5
1
1 9.9
j
0.011
i li
10.8 I
10.3
9.7
! 0.01!
12
II
10.6
10.!
I 9.S
O.OII
13
I
1 !1
!3.4 i
9.9
9.3
I 0.010
j 1.
:2
!0.2
9.7
1 9.1
!
I 0.010
I IS
1 13
ME) I
9.S
' 9.0
I 0.010
!6
I
1_
9.7 I
9.3
8.8
.1 0.010
I7
i !S
9.5 i
9.1
I
8.6
! 09
.00
IS
16
9.4
8.9
S.S
j O.009
! 19
!7
9.2
8.7
3.3
; 0.009
j 20
i 18
9.0
8.6 1
8.1
0.009
21
! 19
8.8 j
8.4
8.0
j 0.008
22
I 20
8.7
8.3
7.9
i 0.008
23
I
I 21
8.5 i
8.1
7.7
I 0.008
24
. 11
_
8.4
8.0
7.6
0.008
! 23
I 24
9.7
7.8
7.4
0.008
26
25
8.1
7.7
7.3
0.008
2727
I
I
7.9
7.5
7.1
0.008
23
28
7.3
7.4
7.0
0.068
on
in
1.6 7.3 6.9 0.008, 30 j 32
' Saturation at barometric pressures other than 760 mm (29.92 in.), C; is related to the -correspond-
ing tabulated values. C;, by the equation:
C;=C, 7� p
where C;=solubility at barometric pressure P and given temperature, milligrams per liter
C. =saturation at given temperature from table_ rtdlligrams per liter
P-barometric pressure, millimeters
P =Pressure of saturated water vapor at temperature of the water selected
from table, millimeters
0

Stimcrure 2
a goo n
Service Entry and Exit
Zarcloyce and Contractor
?3r6g
Exit only
Ln or
m:
i; u
a
N.C. STATE HIGHWAY
COMMISSION
FERRY SUP
CEL
71-1/ 41V(X�x
r -,
ll.S acres
E---
Mean Hizh Water 3ur,,cycd E---
Aug. 1995 by Brus,swic5L
NSurveying
.Administrative offices,
Warehouse and
LIZ
Existing SPoil Basin Am
Structure 3
MarincNinintestance
Contraotxr •maiting and loading
-Structure 4
Barge finding and Staging area
Bar,- Larding PLANNIIIN
Concrete bulkhead
Ace= Channel to,'Airins. 450'mcfe allows
for both pawn
ferry bcuita and barge
Structure 6
- 16�
Revised February 15, 1996
October 16. 1995
LAND USE PLAN
P F I Z*E R T R A C T
SOUMFOR7, NORTH CAROLINA
Prepared br. Bald Head Wand Plainnift Department
DEPARTMENT
3HI PLANNING DEPT.!
P. d.. aox 3069
SAID 'HEAD ;SUND. 3C 29461
[phone]
SITE PLAN�
Scale: 1' = 200*
VD, Date:
1 3 GOT 95
N.,th

AZSCRT =d RS5IQENTS
RRT' NCING
P!AEV CCCX
'rrccc r�unGs i:: clA.
\l'
Bh51N='_=Vh'
'
riCGC P!LNGS
i ]71A. �GL?tiIN=
2GTION h-A M-A RINA BASIN
SCALE: NCTTC SCALE
—� ACC -Be CHANEL TC MARINA ' GCnCRE-E =UL:C =AC
3AR_VGE LANDING 3/3" STr.EL cAEL.E
�, �,I c,".: ccL=Nins ccnc.ANct+cR ALE
I BASIN=_=VATICNa ACGc9S C:!AN_-t O.0 :I,
TOP OF BULKF:EAL
VINYL AV'IALL
5/8'STE=LCABLE
MANTA .RAT ANC�CRInG
SYS=N
EAcxP!L_
SECTION AGG'cSS GFfANEL TO MARINA
_ .$CAL:NOT T05CALE I
z
0
K
u
Z
FROFOSED
MARINA
mm

WILMINGTON REGIONAL OFFICE
DIVISION OF COASTAL MANAGEMENT
395-3900
MEMORANDUM
TO: John Parker, DCM ection
THROUGH: C. Robert Strou Permit , ilmington District Manager
FROM: B.F. Brooks, Field Rep. HI
SUBJECT: Submission of modified site plan for State permit application, Pfizer Tract
DATE: April 8, 1996
Bald Head Island Management has submitted a modified plan drawing for the above referenced
permit application. The proposed modification relocates the marina entrance channel,
approximately 200 feet to the west of the its previous location, to minimize wetland loss. This
submittal also includes the results of water quality modeling for the proposed marina, which was
requested by other review agencies.
Provided that the modeling information is reviewed favorably by the applicable agencies, the
application would seem consistent with our rules, provided all applicable standard conditions for
marinas, dredging, and upland development are incorporated into the permit.
In view of recent problems at Bald Head Island Marina, I recommend that the project be denied,
unless adequate spoil disposal area is dedicated on the project plats, to ensure long-term
maintenance of this facility (Existing spoil area designated as future development). Please note
that this area has been previously used for spoils disposal by the Southport Ferry Terminal
(NCDOT-Ferry Div.). This permit will effectively terminate maintenance of that facility.

DIVISION OF COASTAL MANAGEMENT
FIELD INVESTIGATION REPORT
1. APPLICANT'S NAME: Bald Head Island, Ltd./Pfizer tract
2. LOCATION OF PROJECT SITE: south side of NC Hwy 211 (Ferry Rd.) and the Prices
Creek Southport/Ft. Fisher Ferry terminal, adjacent to the Cape Fear River, just east of the
Southport City limits, in Brunswick Co.
Photo Index - 1989: 183-16, N-X, 1-14 1984: 10-103, B-L, 9-24
State Plane Coordinates - X: 2304200 Y: 57400
3. INVESTIGATION TYPE: CAMA/D&F
4. INVESTIGATIVE
Dates of Site Visit - 11/28/95
Was Applicant Present - YES
5. PROCESSING PROCEDURE: Application Received - 11-15-95
Office - Wilmington
6. SITE DESCRIPTION:
(A) Local Land Use Plan - Brunswick Co. and Southport
Land Classification From LUP - Bruns. Co. - Urban Transition
Southport - Transition residential and Developed Industrial
(B) AEC(s) Involved: BW,PT,CW,BS
(C) Water Dependent: yes
(D) Intended Use: Commercial
(E) Wastewater Treatment: Existing - None
Planned - Either City of Southport or Subsurface
septic systems.
(F) Type of Structures: Existing - Diked spoils disposal area
Planned -
(G) Estimated Annual Rate of Erosion: N/A
Source - N/A
7. HABITAT DESCRIPTION: [AREA]
DREDGED FILLED OTHER
(A) Veg. Wetlands -Low coastal marsh
9000 sq.ft.
High coastal/404 type marsh
(B) Non -Vegetated Wetlands
33000 sq.ft.
Shallow bottom/Public trust
77400 sq.ft.
(C) Other
60-plus acres
Highground
disturbed
(D) Total Area Disturbed: approx. 60 acres
(E) Primary Nursery Area: NO
M Water Classification: SC Open: CLOSED
8. PROJECT SUIINIMARY: The applicants propose to develop a marina and operations complex
to service Bald Head Island. The facility would include two passenger ferry landings, barge
landing, marine maintenance building, office and storage space, and parking.

Bald Head Island, Ltd./Pfizer Tract
Page 2
9. PROJECT DESCRIPTION
The project area is located on the northeastern edge of Southport's city limits, on the south side of NC
Hwy. 211 and the Prices Creek, Southport -Fort Fisher ferry terminal, in Brunswick County. The 172
acre tract's eastern boundary is adjacent to the northeast Cape Fear River. There is an unimproved road
which bisects the property from NC Hwy. 211 to a landing on the river, which is currently leased to
Bald Head Island for loading and unloading of a barge to transport equipment and vehicles to the island.
This area of the river's shoreline has historically been used for water access, and has been known as
"Deep Water Point" since the early eighteenth century. It includes several documented archeological
sites. The tract is densely wooded with mixed hardwoods, mature live oaks, and pine. The terrain is
relatively flat to sloping, with elevations between 18 and 26 feet MSL, creating bluff -like uplands where
elevations sharply drop to 5 to 7 feet MSL to a wetland plateau adjacent to the river. This coastal
wetland border varies in width from 200 to 400 feet, and includes Giant Cordgrass S artina
Unosuroidesl, Salt Meadow Grass (Snartina patensl, Saw Grass (Cladium jamaicensel, Spike Grass
(Distichlas spicata), and Cat -tails (Typha spp.). Along the tract's southeastern shoreline, there is a
discontinuous border of Smooth Cordgrass (Spartina alterniflora) at the water edge. The tract's
northeastern shoreline consists of an existing diked spoils disposal area (1600 ft. X 300 ft.), which is
used by the NC Division of Ferries, for maintenance of the Price's Creek ferry channel. The Smooth
Cordgrass border waterward of this spoil area is more continuous, varying from 40 to 60 feet in width,
as it continues around the point into Price's Creek. As is typical in coastal river floodplains, the wetland
plateau includes numerous small islands and hummocks which exhibit woody vegetation. Trees and
shrubs observed include; pine, red cedar, wax myrtle, yaupon, marsh -elder (Iva frutescen) and
groundsel-bush Baccharris halimifolia). There is a wetland drainage feature, Betsy's Branch, that
bisects the western side of the property and empties into the river. The upper reaches of this natural
drainage way consist of Gum/Maple wooded swamp,, which transition into coastal wetlands, primarily
Cat -tails, Saw grass, and Giant Cordgrass, as it reaches the flood plain of the river. There are three
other wetland pockets on the northern perimeter of the tract. Aerial photography indicates that they were
originally connected to Price's Creek, but became isolated during the construction of the road.
The NC Division of Environmental Management classifies the adjacent surface waters, as follows:
Price's Creek - SC Sw, Cape Fear River - SC, both are CLOSED to the harvest of shellfish. These
waters are not designated as Primary Nursery Areas by the NC Division of Marine Fisheries. The Cape
Fear River is approximately 3000 feet wide in the project area. The near edge of the 400 ft. wide
shipping channel which serves Sunny Point Military Ocean Terminal and the NC State Ports at
Wilmington, is approximately 900 feet offshore.
The applicants propose to develop a marina and operations complex to service Bald Head Island. The
facility would include two passenger ferry landings, barge landing, marine maintenance building, office
and storage space, and parking. The facility would replace the existing barge landing on this property,
as well as, the current use of the Indigo Plantation Marina as a passenger ferry terminal for Bald Head
Island. A 4.5 acre, upland basin would be excavated from highground adjacent to the Cape Fear River.
The basin would be 700 feet long, 300 feet wide, and 8 feet in depth. The basin would include three
fixed docking platforms: the main passenger ferry dock (110 ft. long X 28 ft. wide), the
employee/contractor ferry dock (80 ft. long X 20 ft. wide), and a fuel dock (210 ft. long X 10 ft. wide).
The sides of the basin would be stabilized by a vinyl bulkhead. An access channel in the northeast
corner of the basin would connect to the river. The channel would be 750 feet long, 150 feet wide, and

Bald Head Island Ltd./Pfizer Tract
Page 3
10 feet in depth. From the river, the north half of the channel would terminate at a barge landing. The
remaining 150 feet of channel into the marina basin would be 75 feet wide. The sides of the entrance
channel would be stabilized by a sheet pile concrete bulkhead, which would become jetties extending
approximately 420 feet into the open water area of the river. The applicants propose to armor both sides
of the jetties with limestone riprap, and a dolphin waterward of the end of each jetty. In the area where
the access channel cuts through the wetland plateau, the top elevation of the concrete sheet piling
bulkhead would be lowered to allow the through flow of water to adjacent vegetated wetlands (See
drawings pgs. 4 & 11 of 13).
Support facilities for the operations center, constructed on highground would include: an information
center (6400 s.f.); a 22 acre parking lot for resort visitors and residents; 10,000 s.f. passenger ferry
landing and associated luggage and staging area; a 10,000 s.f. passenger waiting area building; a 4.7
acre parking lot for employees and contractors; a 3 acre site consisting of an administrative office and
warehouse complex; a 1 acre marine maintenance site to include a repair shop/office building, parking,
storage, fuel facilities, and a marine wastewater pump -out station; and the barge landing staging area
which would facilitate the loading/unloading of the equipment and vehicle transport barge. The
remaining 70.5 acres of the property (Parcels B & E) would not be disturbed at this time, but reserved
for future development.
10. ANTICIPATED IMPACTS
The proposed project would convert 4.5 acres of highground into an upland basin connected to estaurine
waters. Excavation of the entrance channel would consume approximately 9000 sq. ft. of regularly
flooded coastal wetlands and 33000 sq. ft. high marsh coastal wetlands and "404 type" wetlands.
Channel construction would disturb 77,400 sq. ft. of shallow bottom habitat, and incorporate the same
area of public trust waters. The channel jetties would protrude approximately 400 feet into navigable
waters of the Cape Fear River, and may contribute to shoreline erosion on either side of the channel,
depending on the direction of the tide. Associated highground construction would develop approximately
half of the upland acreage, and create 53 acres of impervious coverage. There are approximately 70
acres of highground reserved for future development, which might potentially include, but not limited
to, low or high density residential, commercial, or industrial development. Changes or additions of boat
slips in the marina basin would also be anticipated to accompany future development, as well as,
expansions of the Indigo Plantation marina, once the ferry operation is relocated. The project would
provide a permanent facility to serve Bald Head Island's unique transportation needs.
Submitted by: E. F. Brooks Date: 12/7/95 Office: Wilmington

�s
N
March 26, 1996
Mr. John R. Parker, Jr.
DEHNR
Division of Coastal Management
P. O. Box 27687
Raleigh, NC 27611-7687
Dear Mr. Parker:
Please find enclosed a revised site plan dated February 15, 1996 and subsequent information pertaining
to the Pfizer Tract CAMA application.
First and foremost, you will find enclosed a Tidal Hydrologic Flushing Model for our proposed marina
prepared by the Land Management Group. The parameters were based on comments by EPA and DEM
utilizing the worst case scenario during a hot predawn July morning. The model was also designed for
the marina, 100' access channel and 200' long jetties extending below MHW, and secondly, the marina,
100' access channel and 400' long jetties below MHW as per our proposed plan. We had set it up this
way to address the comment pertaining to reduced jetty length expressed by the National Marine
Fisheries.
The Land Management Group has concluded the latest marina design and location is well suited to
maintain acceptable dissolved oxygen concentrations in this lower section of the Cape Fear River. In
addition, I would like to emphasize that based upon the results from the model, there is negligible
difference in dissolved oxygen between the 200' jetty and the 400' jetty. Based upon our past experience
at our current marina, our proposed jetty length of 400' meets the water quality standards, will provide
less maintenance in the long run and provide a safe and efficient access channel into the barge landing
and marina. Please note, that the access channel has been relocated to minimize the amount of
disturbance across the 404 wetlands at its narrowest point.
With the above mentioned information and technical data, we have addressed all of the comments stated
in your letter dated February 7, 1996 from your review process which should hopefully expedite the
application.
Should you have any questions and/or comments, please contact me at 910-457, 7339.
Sincerely,
Daniel H. Weeks, ASLA
Director of Planning
Enclosure
RECEIVEO
MAR 29 9661
COASTAL
MANAGEMENT
cc: Ed Brooks, Jeff Richter, John R. Donley, Ken Stewart, Ken Kirkman, David Edwards
PO Box 3069, Bald Head Island, North Carolina 28461 • [phone] • FAX [phone]

BALD HEAD ISLAND LAND BASE
TIDAL HYDROLOGIC FLUSHING STUDY
PFIZER TRACT MARINA
SOUTHPORT, NORTH CAROLINA
FOR
DAN WEEKS
BHI PLANNING DEPARTMFNT
P.O. BOY 3069
BALD HEAD ISLAND, NORTH CAROLINA 23461
R cc�ivE��
MARo 9ra 661
mW EMEW
IED
LAND MANAGEMENT GROUP, INC.
MARCH 18, 1996
JOB 996-111

March 18, 1996
Dan Weeks
BHI Planning Department
P.O. Box 3069
Bald Head Island, North Carolina 28461
Re: Pfizer Tract Marina - Tidal Hydrologic Flushing Study
Dear Dan:
Based on the various review agency concems about water quality in the created high ground
basin design, we assessed future dissolved oxygen rates (DO) utilizing the accepted DEM
computer model (Report No. 90-01). The ambient water quality parameters were obtained from
ADM at their "Pfizer Station" approximately 1,600 feet to the northeast of the project.
As was requested by EPA and DEM comments, the model was run utilizing the worst case
scenario during a hot predawn July morning when water has it historically lowest DO readings.
In this case, the ambient DO used in the model was 5.7 mg/l at 290C with a saturation DO of
7.9 mg/1. The average channel depth was 10 feet (mlw) at 100 foot width as worst case at the
narrowest point at barge landing.. The marina basin was figured at an average depth of 8 feet
(mlw) for 5.5 acres of surface area. We used a 4.5 feet average tidal amplitude and a worst case
for boat activity at 0 boat hours/day. In addition the more conservative reareation constant was
used at 03/day which is the preferred DEM constant. Based on various studies when tidal
amplitudes are greater than 2 feet, the return flow factor is negligible and 0 was used in this
model.
Several conclusions were obtained from review of the DEM marina studies. The most important
was that sediment oxygen demand (SOD) has much greater influence on ambient DO
concentrations than biological oxygen demand (BOD) caused from boat discharges or direct
runoff. It appears that chemical reduction and bacterial respiration of organic matter in future
marina sediments create a strong demand for oxygen in the water column. This SOD rate varies
with temperature, siltation rates and resuspension/dredging of muds and silts. Luckily this site
has a relatively hard pack sandy bottom from deposition of fast moving currents which results
in little deposition of finer materials. In any case, the average SOD rate of 1.5 (grams 02/m2 per
day) was used and the accepted SOD worst case of 3 (grams 02/m2) was used.

March 18, 1996
The two segment marina -tidal amplitude model was chosen in all worst case scenarios/parameters
described above. Attached are the results of the computer calculations for 24 hours during this
hot July day. They are outlined as follows:
Test Run A
Marina with 350' x 100' Channel and 200'
Jettv Below MHW
SOD - 1.5 (Avg)
Worst Case DO Result = 5.70 mg/1
Test Run B
Marina with 350' x 100' Channel and 200'
Jettv Below MHW
SOD - 3.0 (Worst Case)
Worst Case DO Result = 5.13 mg/l
Test Run C
Marina with 550' x 100' Channel and 400'
Jettv Below MHW
SOD - 1.5 (Avg)
Worst Case DO Result = 5.71 mg/l
Test Run D
Marina with 550' x 100' Channel and 400'
Jettv Below MHW
SOD - 3.0 (Worst Case)
Worst Case DO Result = 5.07 mg/l
I would have to conclude that even using the worst case conditions from the model's parameters
during the hottest month of July there should be no contravention of the ambient water DO
standards for the 400' jetty below MHW. This positive condition is most likely due to the
project's high tidal amplitude and large surface area to volume ratios. Since the project borders
an extremely deep shipping channel at depths to 36 feet to 40 feet (miw) it is doubtful a worst
case SOD condition could be achieved due to accumulation of fine organic laden silts. The
hourly barge and ferry traffic in and out of the marina basin would also help re -aerate the waters
and help to avoid stagnate conditions and low DO conditions. During the ebb tidal cycle, it
appears the marina basin should have a strong current gradient towards the shipping channel; and,
during the flood tide with predominant southwest winds, there should be a free exchange of high
salinity waters. It appears, therefore, that the latest marina redesign is well suited to maintain
acceptable dissolved oxygen concentrations in this lower stretch of the Cape Fear River. There
is negligible difference in DO between a 200' jetty below IvIHW or a 400' jetty below MHW.
For purposes of the model we used the solid concrete jetty design with rock riprap at its toe.
Bald Head Island Land Base 2
Pfizer Tract

March 18, 1996
If you need clarification or have any questions, please feel free fa contact me at your
convenience.
Enclosures;
4 Runs of Model
ADM Salinity/DO Samples
Revised Marina Plan 3/15196
Sincerely,
Rob Moul, MEM
Environmental Consultant
o`.. .. , y�%
..`
rL�•' ROSERT L.'•'O'
.•..713
ac_
Bald Head Island Land Base 3
Pfizer Traci

MARINA WITH 350'XI00'CHANNEL & 200' JETTY AT
WATERWARD END BELOW MHW
TEST RUN "A"
TWO SEGMENT MARINA -TIDAL AMPLITUDE METHOD
NAME OF
MARINA=PFIZER TRACT
MARINA
AVG CHANNEL
DEPTH(FT)= 10
AVG MARINA
DEPTH(FT)= 8
CHANNEL
SURFACE AREA (FT**2)=
35000
MARINA
SURFACE AREA (FT**2)=
239580
TIDAL AMPLITUDE(FT)= 4.5
RETURN
FLOW FACTOR (DIM)= 0
SEDIMENT OXYGEN DEMAND (GM/M**2-DAY)=
1.5
AMBIENT
DO (MG/L)= 5.7
SATURATION
DO (MG/L)= 7.8
DECAY COEFFICIENT
(1/DAY)= 1
REAERATION
COEFFICIENT (1/DAY)=
.3
CHANNEL
BOAT ACTIVITY (BOAT-HRS/DAY)=
0
MARINA
BOAT ACTIVITY (BOAT-HRS/DAY)=
0
T (HRS)
DOC (MG/L)
DOM (MG/L)
216
5.70404
5.695035
217
5.706
5.697042
218
5.709427
5.701858
219
5.714753
5.70792
220
5.724077
5.714065
221
5.729482
5.719526
222
5.730678
5.723058
223
5.729891
5.723384
224
5.727539
5.719512
225
5.723956
5.711629
226
5.723438
5.70207
227
5.710468
5.696488
DOCAVG (MG/L)= 5.719481
DOMAVG (MG/L)= 5.709304
228
5.70404
5.695031
229
5.706
5.697038
230
5.709427
5.701855
231
5.714752
5.707918
232
5.724077
5.714062
233
5.729481
5.719523
234
5.730675
5.723055
235
5.729887
5.723381
236
5.727535
5.719508
237
5.723952
5.711624
238
5.723433
5.702066
239
5.710466
5.696485
DOCAVG (MG/L)= 5.719479
DOMAVG (MG/L)= 5.709299

MARINA 6VITH 350'X 100'CHANNEL & 200' JETTY AT
WATERWARD END BELOW MHW
TEST RUN 1111
TWO SEGMENT MARINA -TIDAL AMPLITUDE METHOD
NAME OF MARINA=PFIZER TRACT MARINA
AVG CHANNEL DEPTH(FT)= 10
AVG MARINA DEPTH(FT)= 8
CHANNEL SURFACE AREA (FT**2)= 35000
MARINA SURFACE AREA (FT**2)= 239580
TIDAL AMPLITUDE(FT)= 4.5
RETURN FLOW FACTOR (DIM)= 0
SEDIMENT OXYGEN DEMAND (GM/M**2-DAY)= 3
AMBIENT DO (MG/L)= S.7
SATURATION DO (MG/L)= 7.8
DECAY COEFFICIENT (1/DAY)= 1
REAERATION COEFFICIENT (1/DAY)= .3
CHANNEL BOAT ACTIVITY (BOAT-HRS/DAY)= 0
MARINA BOAT ACTIVITY (BOAT-HRS/DAY)= 0
T (HRS)
DOC (MG/L)
DOM (MG/L)
216
5.656882
5.064885
217
5.682508
S.134983
218
5.684695
5.184558
219
5.682729
5.205625
220
5.675631
5.198041
221
5.506615
S.189338
222
5.299201
5.177023
223
5.190911
5.158539
224
5.1S1837
5.131896
225
5.124016
S.097469
226
5.104732
S.059924
227
5.429291
5.030767
DOCAVG (MG/L)= 5.432426
DOMAVG (MG/L)= 5.1361
228
5.656884
S.064876
229
5.682508
5.134976
230
5.684695
5.184551
231
5.682728
5.205618
232
5.675625
5.198034
233
5.506604
5.189331
234
5.29919
5.177016
235
5.190903
5.158531
236
5.15183
5..131888
237
5.124007
5.097461
238
5.104731
5.059915
239
5.429301
5.030759
DOCAVG (MG/L)= 5.432421
DOMAVG (MG/L)= 5.136087

MARINA WITH 550'X 100'CHANNEL & 400' JETTY AT
WATERW,4 R D END .BELOW NIH W
TEST RUN "C"
TWO SEGMENT MARINA -TIDAL AMPLITUDE METHOD
NAME OF MARINA=PFIZER TRACT MARINA/JETTY
AVG CHANNEL DEPTH(FT)= 10
AVG MARINA DEPTH(FT)= 8
CHANNEL SURFACE AREA (FT**2)= 55000
MARINA SURFACE AREA (FT**2)= 239580
TIDAL AMPLITUDE(FT)= 4.5.
RETURN FLOW FACTOR (DIM)= 0
SEDIMENT OXYGEN DEMAND (GM/M**2-DAY)=
AMBIENT DO (MG/L)= 5.7
SATURATION DO (MG/L)= 7.8
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
5.710492
5.700623
217
5.709485
5.702687
218
5.712526
5.707191
219
5.718151
3.713054
220
5.727433
5.719135
221
5.734395
5.724532
222
5.73784
5.728002
223
5.73806
5.728266
224
5.735822
5.724332
225
5.732493
5.716388
226
5.73187
5.70677
227
5.719759
5.701494
DOCAVG (MG/L)= 5.725701
DOMAVG (MG/L)= 5.714388
228
5.71049
5.70061
229
5.709484
5.702676
230
5.712526
5.707181
231
5.718151
5.713045
232
5.727433
5.719126
233
5.734392
5.724523
234
.5.737836
5.727992
235
5.738052
5.728256
236
5.735813
5.724323
237
5.732484
5.716379
238
5.73186
5.706761
239
5.719752
5.701485
ndCAVG
(MG/L)= 5.725693
DOMAVG
(MG/L)= 5.714371
1.5
501

MARINA WITH 550'X 100'dIANNEL & 400' JETTY AT
WATERWARD END BELOW MH W
TEST RUN "D"
TWO SEGMENT MARINA -TIDAL AMPLITUDE METHOD
NAME OF MARINA=PFIZER TRACT MARINA/JETTY
AVG CHANNEL DEPTH(FT)= 10
AVG MARINA DEPTH(FT)= 8
CHANNEL SURFACE AREA (FT**2)= 55000
MARINA SURFACE AREA (FT**2)= 239580
TIDAL AMPLITUDE(FT)= 4.5
RETURN FLOW FACTOR (DIM)= 0
SEDIMENT OXYGEN DEMAND (GM/M**2-DAY)=
AMBIENT DO (MG/L)= 5.7
SATURATION DO (MG/L)= 7.8
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
5.534407
4.999212
217
5.626197
5.061766
218
5.652749
5.114146
219
5.657736
5.13837
220
5.650975
5.131626
221
5.53193
5.123755
222
5.360321
5.112259
223
5.222492
5.094584
224
5.144449
5.068741
225
5.102585
5.035103
226
5.083514
4.998339
227
5.308207
4.973883
DOCAVG (MG/L)= 5.406316
DOMAVG (MG/L)= 5.071023
228
5.534404
4.999176
229
5.626196
5.061735
230
5.652749
5.114118
231
5.657735
5.138342
232
5.650972
5.1316
233
5.531918
5.123727
234
5.3603
5.112232
235
5.222469
5.094557
236
5.144425
5.068714
237
5.102561
5.035076
238
5.083495
4.998313
239
5.308202
4.973858
DOCAVG (MG/L)= 5.406297
DOMAVG (MG/L)= 5.070979
F7
U

AMBIENT SALINITY/DO IN RIVER
A13 M
ARCHER DANIELS 'MI7LAN.'SCOMPANY P.O. 80X 1CS40 EAST MOOSE ST. EXTENSION
FOOD A03ITIVES O1VISiON EI,. 910140-5011
ARCHER DANIELS MIDLAND COMPANY
P. 0. BOX 10640
SOUTHPORT, N.C. 28461
FACSIMILE COVER SHEET
TO: O� MGUL.
CUSTOMER FAX NUMBER:
SOIJTHPORT. NC 28461
WE RE SENDING YOl7 T:__S _AGE AAND THE = OLi:OWING t�\j �I 0.= PA E
_ :ERE ARE P_i'= PrO'cT ci`S, PLEASECONTACT �AN✓ � Vy� � l�sl�.�7
7aa
AT SCUTFPORT, N.C. (9101 457Z- EXT.
OUR FAX NL74BER TS. 910-457-03c9
- s�Li�riiY(P�M�-
COMMENTS: (A J (�
�ULY 20, I 5:%
AUK S14 59
4�i: R-r 24-a 1; (.�: 3
F°
LJ

Table 2-5. Saturation Values of Dissolved Oxygen in Water Exposed to
Water -Saturated Air Containing 10.90 Percent Oxygen Under a
Pressure of 760 min of Mercury'
Temperature
in" C
0
1
3
S
6
7
8
9
10
12
13
14
15
6
i7
!3
!9
20
2!
23
24
25
26
27
2a
Chloride Coneentratloo
In Water mW1 Differeact
per 100 on
0 6000 I 10,000 Chloride
4.6
Iq2
i3.3-
I3.5
13.1
12.3
12.5
11.9
11.6
11.3
11.1
10.8
10.6
00.4
!0.2
!0.0
9.7
9.5
9.4
9.2
9.0
3.8
8.7
s.5
s.4
3.2
8.1
7.9
D(solved Oxygen mVI
13.8
13.0
13.4
12.6
13.1
12.3
12.7
17.0
12.4
11.7
12.1
11.4
11.8
11.1
I L5
t0.9
10.6
11.0
10.4
10.7
10.1
1os
i
;
9.9
10.3
9.7
10.!
I
9.5
9.9
9.3
9.7
9.1
9.3
9.0
9.3
3.8
9.1
8.6
8.9 I
8.5
8.7
3.3
8.6 I
8.1
8.4
8.0
8.3
7.9
8.1
7.7
8.0
1.6
7.8
7.4
7.7
7.3
7.5
7.1
0.017
0.0(6
0.015
0.015
0.014
0.01s
0.0 14
0.013
0.013
0.012
0.012
0.011
oil 1
0.01 I
0.010
0.010
0.010
0.010
0.009
OX09
0.009
0.009
0.008
0.008
0.008
0.008
0.008
0A)8
0.008
Vapor
Tempenmre
I Fre n
in'c
I am
,
0
5
1
2
I ,
!
j
5
S
6
I -
7
3
a
` 8
I 9
� 9
10
j 9
11
12
!
10
13
i
11
!1
i4
!
-
i5
!
I
13
!6
i7
I
15
1s
;5
!9
17
20
18
21
19
22
i0
23
'_1
2a
.,
25
24
26
25
27
Z7
28
28
30 1 7.6 I 7.3 f 6.9 I 0.008 j 30 I 32
' Saturation at barometric pressures otha than 760 mm (29.92 in.), C: is related to thecorreseond.
ing tabulated values, C„ by the equation:
C:=C•7660_p
whore C:=solubility at barometric pressure P and given temperature, milligrams per liter
C. =saturation at given temperature from table,. milligrams per liter
P=barometric pressure, millimeters
p = pressure of 5atu7eted water vapor at temperature of the water selected
from table, millimeters

Structure 2 —
u.wn. aesd.
Service Entry and Exit —
Entployee and Contnusur�
hrldng
Exit only
an for
:nt
N.C. STATE HIGHWAY
COMMISSICN
FERRY SUP
11.5 act"
� � •Ky
Ell
75' AEC
rAdministrative
Mean High Water surveyed
by Srunawicr offices,
Warehouse and Recemng
Existing Spoil Basin Ars
Structure 3
Marine Maintenance
I see
Qntradwr -waiting and loading
Structure 4
[maq.e.N Gmrtev ke.r
.ua�y e+aa.i
3arge Landing and Staging area
Bare Landing
.Cone-:e bulkhead T' Y
Aeecaa Cannel to Marina [SJ' wide aCows
for both passenger ferry boats and'oarga
Structure 6
m.�m..p em�ma to enm..2t x..ema rasa
U
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Co I
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Co
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I
I
PLANNING
DEPARTMENT
BHI PLANNING DEFT.;
P. 0. BOX 3069
BALD READ MA40. NC ?9461
(9L9) 457-5000
7escrmtion
PSW
I
\� c� SITE PLAN
Scale:
l" a 200'
Revised February 15, 1996 ey n Dat l7 OCT 95
October 16, 1995-
LAND USE PLAN
P F I Z E R T R A C T
SOUT7fFORT, NOR77Y G190LINA
Prevared bv: Bald Head [gland FlanniM Department u_..�

RaScR. and RSSIVB--S .
r ¢Rr LANCING
F.XED CCGX
% CCV PILINGS I =-' [A.
INCCC P;L:NGS
1 C CIA. CGL HINS
SECTION A -A Mr',rZINA SASIN
SCALE:IINCT TC =GAL_
TOP OF FULKFF=AD
/ v!nrL :=A YIALL
4ANTA RAr hNGnGRING
BAGKF!-
AG.. -SS CHAna- 00 MARINA GCNGRS _ SIIL!C EAJV
BAR7G-c LANCING 3/9" 5TE=L CABLE
NMN -L.p T3'TIC�Y
%GL?Y.IN9 GCMG. AHCHCR PILE
' BASIN ==_=VATICN a ACCESS GYANSL -I C.0
SECTION ION c-o
_ AGGcS.. GiiANE_ TO MARINA
.. .�CALE: HOT TG SCALE
2
0
U
F
i
P¢CP052D
MhtZINA
NGv-99

L 1 f � V J� ✓r�i -

Percent of
Total Impervious Impervious
Parcel Land Use Acres Units-Govera9e Ooyeraae (Acres)
Non -Residential
X Resort 4 Resident Parking
22.0 Ae
100%
22.0 AO
B Future Development
56.5 AG
BO%
16.9 Ae
G Employee 4 Contractor Parking
4.1 AO
100%
4.1 Ae
D Adm./ Offices/Whse. 4 Racelving
5.0 AO
60%
1.5 AG
E Future Development
1 1.9 AC,
BR%
4.2 Ae
F Marine Maintenance
1.0 AC,
1000/0
1.0 AC,
Btruaturas
1 Information center
0.1 4 AG
(6.400) SP
100%
0.14 Ae
2 eatehouse
0.01 AC,
(BOO) SP
100%
0.01 AC,
B Marine Maintenance
0.1 8 Ae
(8.000) SP
100%
0.16 AC,
4 Employee 4 Contractor Perry Landing
0.1 4 AC,
(6.400) SP
100010
0.14 AG
B Resort 4 Resident Perry Landing
0.22 AG
(10.000) SP
100%
0.22 AC,
6 Resort 4 Resident Walting Area
0.22 AG
(10.000) SP
100%
0.22 Ae
Infrastructure
Roadway 1 1.0 AC, 10090 1 1.0 Ac
Pavement 2.0 AG 1000/0 2.0 Ae
Miscellaneous
Wetlands
29.9 AG
Open Space
26.4 AG
Marina
5.5 AG
Total
1'11.5 AG BR.B% 64.3 AG

ARCHAEOLOGICAL
VESEARCH
CONSULTANTS, INC.
November 13, 1995
Daniel H. Weeks
Director of Planning
P.O. Box 3069
Bald Head Island. NC 28461
RE: Archaeological Test Excavations at 31 B W564, Pfizer Tract, Southport, North Carolina_
Dear Mr. Weeks:
We have finished the fieldwork involved in the test excavations at 31 B W564; the historic -
period site on the Cape Fear River shoreline of the Pfizer tract. Artifacts found under the
earthwork put its construction after 1812 and probably after 1864, so it is certainly not a product of
the War of 1812 and probably not a Civil War earthwork. Evidence from the tests suggests that a
structure, probably a house, stood near the earthwork in the last half of the nineteenth century and
the first half of the twentieth centuurryy It does not appear that the site is eligible for nomination to
the National Register of Historic Pfaces. Our report of the tests on this site will not recommend
preservation or data recovery on this site.
I will keep you posted an the progress of the test excavations on the small prehisto'H c site at
31 B W571. If you have any questions, please do not hesitate to let me know. Thank you.
Yours,
Thomas Hargrove
P.O. BOX 25426 919 a32-0429
Raleigh, North Carolina 27611

May 16, 1996
Mr. John Dorney
Environmental Management
Water Quality Lab.
4401 Reedy Creek Road
Raleigh, NC 27607
Dear Mr. Dorney:
This letter is in reference to a telephone conversation I had with
Greg Price of your staff regarding the width of the access channel
into our proposed marina at the Pfizer Tract. Mr. Price stated
that the width of 150' at the access channel should be maintained
throughout the entire 400' length, thus eliminating the 50' bump
out for our barge landing.
First and foremost, I would like to emphasize that this barge
landing is by far the most critical aspect of our present and
future development at Bald Head Island. As you are aware the only
means of transporting material to and from the Island is by the
barge.
During the initial land use planning for this project we had to
design an efficient means of getting the barge in and out of our
marina, in as straight of a line as possible and not restrict the
passenger boat from accessing the marina. This design allows that
to occur with 100' allocated for the passenger boats and 50'
allocated for the barge.
I would like to point out that our barge is a total length of 130'
which equates to 50' for the barge and 80' long for the push boat
with a width of 321. The push boat is attached to the barge by
steel cables and is difficult to navigate. Straight lines and
large turns are the best means of navigation from the standpoint of
safety and human life. As currently proposed, access to the barge
landing is in a straight line, which in our estimation is the
safest and best means of accessing the barge landing.
With regard to water quality, we had models done with various
scenarios as per comments back from your department. In all cases
we have met the minimum criteria established.. Furthermore, the
width at that constricting point was 751. Since that time we had
revised that width to 100' and also incorporated four weirs to
improve the flushing in. the access. channel. If there is, a
regulation or technical requirement that we have-not met, please
forward that information to me.
PO Box 3069, Bald Head Island, North Carolina 28461 . [phone] • FAX [phone]

Mr. John Dorney
May 16, 1996
Page Two
In summary, I hope I have addressed some of the design
considerations which we had to address in arriving at our Final
Land Use Plan. In our estimation we have met the technical
requirements for water quality. We have added weirs into our
design which will imp"rove flushing into the access channel.
This has been a long and involved process and for the most part we
have incorporated the comments back from the various agencies which
has improved our plan but the redesign of the barge landing would
cause numerous access problems and safety issues and potentially
endanger human lives.
Please contact me at 910-457-7339 with any questions and/or
comments.
Sincerely,
Dan Weeks, ASLA
Director of Planning
cc: John Parker
Jim Gregson
Ken Stewart
Ken Kirkman
Rob Moul

i
Al ( 0� -'&x 2,522
Wdminy&n, ✓YostA &w&w 28402
gel. 99a-452-0009
9wed -T. �lfo�t
9=tde�.
April 8, 1996
Mr. Cliff Wriefordner
U.S. Army Corps of Engineers
P.O. Box 1890
Wilmington NC, 28402-1890
RE: Said Head Barge Landing Property
Southport
Brunswick County, NC
Dear Mr. Winefordner:
94i& >4
.7805 W"YAJa.KI/e .,dwnue
W46M,Vebn ✓1V ea403
Per your request to Mr. Rob Moul, I examined the above listed property on April 5, 1996 for the
presence of red -cockaded woodpeckers (Picoides borealis). I examined the area east of the barge
landing road along vegetation transects at approximately 200 foot intervals. I did find some older trees
(estimated over 35 years old) of both Loblolly (Pinus taeda) and Long leaf (Pious palustris) pine in the
tract. However, I observed no sign of either red -cockaded woodpeckers or their nests. There was a
fairly dense shrub layer in the stand, not the open savannah commonly associated with the red
cockaded woodpecker.
I have enclosed a site map as well as photos illustrating the area.
Thank you for your assistance in this matter. Please feel free to contact me if you have further
questions.
Sincerely,
Paul M. Farley
Wetland Scientist
cc: Dan Weeks
Bald Head Planning
yA, `<
ftEcl,� Ed s
APR�O��a�
MpNpGEMENT

APRIL 8, 1996
BALD HEAD BARGE LANDING
LAND MANAGEMENT GROUP, INC.

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02' 01' 78' 59, 5e
57' 56'
01'
34'February 20, 1996 BALD HEAD ISLAND
Mr. John R. Parker, Jr.
DEHNR
Division of Coastal Management
P. O. Box 27687
59' Raleigh, NC 27611-7687
Dear Mr. Parker:
RECAVED
FEB 261996
C'JASTAi.
MAMA(UcF.-E f7
Please find enclosed a revised site plan dated February 15, 1996, and subsequent information pertaining
SB to the Pfizer Tract.
of
34'
59'
i8
As per your letter dated February 7, 1996 and comments from the State and Federal review group, Bald
Head Island Limited has revised the plan (see attachment) primarily in the relocation of the access
channel and marina.
7
1 would like to point out at this time that we are currently in the process of obtaining a hydrological model
indicating flushing rates and dissolved oxygen levels for the proposed marina. We hope to have this
information for your review within three weeks. In addition, we are waiting to receive the technical
information back from the model for a final determination of the proposed length of the jetties.
56' Furthermore, you will find attached a letter from Thomas Hargrove of Archaeological Research 56'
Consultants, Inc. referring to the test excavation pertaining to site 31 BW564. Mr. Hargrove's letter states
that this site will not recommend preservation or data recovery.
Lastly, I would like to emphasize that in comparing the previous submittal and our new plan, the obvious
changes are contained within the marina and access channel. Our land use tabulations have not
changed with regard to the percent of impervious coverage (37.5%) and overall acreage of impervious
area (64.5 AC).
Should you have any questions or comments please contact me at910-457-7339.
54' 54'
Since _ �--
Daniel H. Weeks, ASLA
53 Director of Planning 1 53
Enclosures
cc: John Domey
i2. Ed Brooks
52'
Ken Stewart
Ken Kirkman
POST OFFICE BOX 3069, BALD HEAD ISLAND, NORTH CAROLINA 28461 910-457-5000
02' of, 780 59' 58' 57' 56'

State of North Carolina
Department of Environment,
Health and Natural Resources
Division of Coastal Management
James B. Hunt, Jr., Governor
Jonathan B. Howes, Secretary
Roger N. Schecter, Director
February 7, 1996
Bald Head Island, Limited
c/o Dan Weeks
ID FEE F1
P.O. Box 3069
Bald`Head°"au- -=2$ - -----------_....----------------------- - --- ----
Dear Mr. Weeks:
This letter is with reference to your application for permits under the Coastal Area Management Act and
the State Dredge and Fill law to develop a marina and operations complex on the Cape Fear River, adjacent
Price's Creek in Brunswick County. A joint state/federal review has moved into an extended review period, as
of January 29, and this letter will formally notify you of that extension. More importantly, it is necessary that
the project review be placed in abeyance as of the date on this letter due to information requested by the Division
of Environmental Management (DEW in its letter of January 31. This action is taken pursuant to 7J.0204 (d)
of the Rules of Coastal Resources Commission.
In addition to the request of the DEM, I want to take this opportunity to relate to you other comments
submitted to date from the state and federal review group. First, our file contains a comment from the National
Marine Fisheries Service in which that agency recommends relocating the basin entrance approximately 150 feet
to the northeast and reducing the length of the proposed jetties to approximately 200 feet. Staff of this Division,
likewise, have similar recommendations. The Wildlife Resources Commission has submitted several management
type recommendations, all or a part of which would be considered as permit conditions (see attached).
In addition to the various environmental concerns, it is recommended that you continue to cooperate with
the Division of Archives and History concerning the archaeological survey and any work remaining to be done.
It would be beneficial to reach a resolution of that issue prior to the action date for your CAMA application.
Should you have any questions on this matter, do not hesitate to contact me.
Very sincerely,
70Parker, Jr.
Major Permits Processing Coordinator
cc: Ed Brooks
DCM-Wilmington
Ken Stewart
Bald Head Island
Enclosure
P.O. Box 27687, Raleigh. North Carolina 27611-7687 Telephone [phone] FAX [phone]
An Equal Opportunity Affirmative Action Employer 50%recycled/ 10%post,consumerpaper

NCWRC,HCP,FRLLS LRKE
00 No.001 P.02
LP North Carolina Wildlife Resources Commission
512 N. Salisbury Street, Raleigh, North Carolina 276044188, 919-733-3391
Charles R. Fullwood, Executive Director
MEMORANDUM
TO: John Parker, Jr.
Major Permits Processing
FROM: Bennett Wynne
Habitat Conservation Program
DATE: January 15, 1996
SUBJECT: LAMA/Dredge and Fill Permit Application for Bald
Head island, Ltd./Pfizer Tract, south side of Hwy
211 adjacent to the Ft. Fisher Ferry Terminal,
near Southport, Brunswick County, North Carolina.
The wildlife Resources Commission has reviewed the
project for impacts to wildlife and fishery resources. A
site visit was made on January 5, 1996. Our comments are
provided in accordance with provisions of the Fish and
Wildlife Coordination Act (48 Stat. 401, as amended; 16
U.S.C. 661 et. seq.) and the Coastal Area Management Act
(G.S. 113A-100 through 113A=128).
The applicant proposes to develop a marina, ferry
landing and operations complex on a tract of approximately
100 acres adjacent to the Cape Fear River near Southport.
The complex is to replace Bald Head Island`s existing
facility at 'Indigo Plantation in Southport. A 4.5 acre
marina is to be excavated from highground and connected to
the river by a 150 ft. wide by 750 ft. long access channel.
Access channel bulkheads are to have low profiles allowing
overflow of water where the channel cuts through wetlands.
Jetties would extend about 420 ft. from the mouth of the
access channel into the open water of the river. A
pedestrian bridge is planned to cross wetlands and connect
the marina to residential areas, in addition to various
buildings, a 22 acre general parking lot, 4.7 acre service

NCWRC.HCP.FRLLS LRKE TEL:[phone] Feb 07'96 9:00 No.001 P.03
parking lot, 3 acre administrative/warehouse site, and 1
acre marine maintenance site would be constructed. The
remaining acreage is to be developed at a later date. The
property is mostly wooded with a mixture of hardwoods and
pine. Coastal wetlands form a border along the river 200
£t. to 400 ft. in width. Based on project workplats,
coastal wetlands transition to 404 wetlands landward of the
river. isolated pockets of 404 wetlands also occur on the
site. Area waters are classified SC, SC Sw, and are closed
to shellfishing.
designing the project, and has avoided a number of potential
adverse impacts. Still, approximately 1.0 acre of wetlands
would be excavated for the access channel. The channel
would also impact 1.8 acres of shallow water habitat.
Erosion during construction and stormwater runoff from
impervious surfaces may degrade area water quality.
Extensive use of septic tanks and fuel or waste spillage at
the marine maintenance site could also contribute to water
quality decline. Dredging the earthen plug separating the
marina basin from the river would elevate turbidity and
could induce mortality of estuarine organisms if done during
a period of peak biological activity. The pedestrian bridge
would shade an unspecified quantity of wetlands. Jetties
associated with the access channel may be a hazard to night
navigation. Finally, future development stimulated by the
project would be expected to produce cumulative impacts to
wetlands and water quality. Based on these concerns, we
make the following recommendations:
1. Implement approved erosion control and stormwater
management plans. This should include maintenance of a
50 ft. wide natural vegetation buffer between
development and wetlands.
2. Provide fuel and waste spillage protection around
the 1 acre marine maintenance site to protect surface
waters in the event of a spill.
3. Avoid excavating the earthen plug between the marina
basin and river from April 1 to September 30, a period
of peak biological activity.
4. Limit the pedestrian bridge to a width of 6 ft. and
elevate decking a minimum of 4 ft. off the marsh floor
to minimize effects of shading.
5. Place lights at the ends of the jetties to enhance
night visibility.
Thank you for the opportunity to comment on this
project. If you need to discuss these comments or need
additional assistance, please call me at [phone].

art ors
' r �
OAT 4�9
UNITED STATES DEPARTMENT OF COMMERCE
}�I
°y National Oceanic and Atmospheric Administration
NATIONAL MARINE FISHERIES SERVICE
01 Southeast Regional Office
9721 Executive Center Drive North
St. Petersburg, Florida 33702
January 12, 1996
Colonel Robert J. Sperberg
District Engineer, Wilmington District
Department of the Army, Corps of Engineers
----- --P _O-.--_Box-189n- -.--------- -
Wilmington, North Carolina 28402-1890
Attention Jeff Richter
Dear Colonel Sperberg:
In accordance with Part II, Section 4 of the current Memorandum of
Agreement between the Departments of Commerce and the Army, I am
offering the following comments on permit application 199602657(GP)
dated December 19, 1995. The applicant, Bald Head Island, Ltd.,
proposes to construct a marina and operations complex to service
Baldhead Island near Southport, Brunswick County, North Carolina.
The purpose of the work is to provide adequate passenger ferry
service, operational support facilities, and barge landing access
to meet the needs of the Baldhead Island community.
The proposed project consists of the construction of a 4.5 acre
marina in uplands located adjacent to the Cape Fear River. The
700-foot-long by 300-foot-wide by 8-foot-deep basin would be
connected to the river by a 750-foot-long by 150-foot-wide by 10-
foot-deep access channel. The width of the access channel would be
reduced to 75 feet where it crosses a 150-foot-wide wetlands fringe
along the shoreline. A hydraulic pipeline dredge would be used to
excavate the access channel with dredged material disposal in a
diked upland disposal site. Also proposed are two 420-foot-long
jetties located on either side of the access channel. Limestone
riprap would be placed on both sides of each jetty resulting in a
30-foot-wide foot print. The boat basin would include three fixed
docks (a 110-foot-long by 28-foot-wide main passenger dock, an 80-
foot-long by 20-foot-wide employee/contractor ferry dock, and a
210-foot-long by 10-foot-wide fuel dock). The sides of the basin
would be stabilized with a vinyl bulkhead. The upland portion of
the 172 acre site would be developed as parking area, barge
landing, a marine maintenance building, offices and storage
buildings with 70 acres remaining undeveloped.
This project is located adjacent to the Cape Fear River with a
marsh border along the shoreline varying in width form 150 to 400
feet. Brackish and saltwater plant species including, giant
cordgrass (Spartina cvnosurides), saltmeadow cordgrass (Spartina
patens), sawgrass (Cladium j-amaicense) spike -grass (Distich s,,
d €
F
© Printed nn Ncc}•clod P:gtrt

soicata), and saltmarsh cordgrass (Spartina alterniflora) vegetate
this area and extend into the interior of the property along its
southern border. These tidal wetlands provide nutrients, in the
form of detritus, that is an important component of the aquatic
food chain. They also remove pollutant from upland run-off and
adjacent waters and, thereby, function to maintain good water
quality in the Cape Fear River system. The regularly flooded
portion of these wetlands also provides a refuge from predators for
the juveniles of estuarine dependent fishes and function as nursery
areas.1,2 Commercially and recreationally important fishes found
in the project area include Atlantic croaker (Micropogonias
--------undu-latus+-- -spot (Le ostomus-=-xanthur-us)_,_ - - spotted—seatrout
(ynoscion nebulosus), bluefish (Pomatomus saltatrix), flounders
(Paralichthvs spp.), red drum (Sciaenops ocellatus), Atlantic
menhaden (Brevoortia tyrannus), striped mullet (Mugil cephalus),
and weakfish (Cynoscion regalis).
Based on coordination with the North Carolina Division of Marine
Fisheries and the North Carolina Division of Coastal Management, we
are concerned that several aspects of this project would be
detrimental to wetlands and fishery resources found in the project
area. The proposed access channel alignment does not minimize
wetland losses. Realigning the channel approximately 150 feet to
the northeast would reduce the wetland losses by 50 percent. Also,
we question the need for jetties of the length proposed.
Construction of these structures will alter 0.5 acre of river
bottom that supports fisheries. We believe that limiting the
length of these jetties to 200 feet would meet the needs of the
applicant and reduce impacts to benthic habitat. In addition, the
public notice provides no information regarding the impacts of the
project on water quality. We understand that an assessment of
project impacts on water quality, including a stormwater run-off
management plan, is being reviewed by the North Carolina Division
of Environmental Management (NCDEM). We believe that the results
of this assessment should be reviewed prior to a decision regarding
federal authorization of this work. Upon completion of this
assessment, we will support the recommendations of the NCDEM on the
water quality issues involved with this work.
In view of the above, we recommend that federal authorization of
this project not be granted unless the following conditions and
modifications are incorporated:
iWiegert, R.G. and B.J. Freeman. 1990. Tidal salt marshes of
the southeast Atlantic coast: a community profile. U.S. Fish and
Wildl. Serv. Biol. Rep. 85(7.29). 70 pp.
2Odum, W.E., T.J. Smith III, J.K. Hoover, and C.C. McIvor.
1984. The ecology of tidal freshwater marshes of the United Sates
east coast: a community profile. U.S. Fish & Wildl. Ser. FWS/OBS-
83-17. 177pp.

I
- a -
1. The proposed access channel should be realigned approximately
150 feet to the northeast to minimize wetland losses.
2. The length of the proposed jetties should be reduced to
approximately 200 feet.
3. The recommendations of the NCDEM, resulting from the water
quality assessment to be conducted, be accepted and incorporated
into any issued permit.
Thank you for the opportunity to provide these comments. If we can
_ - --beef= further-- assistance ,-.-please-advise.---.-- _------. — -----—
S ince:pegy ,
Andfeas Mager, Jr.
Assistant Recrional Director
Habitat Conservation Division
cc: FWS, ATLA, GA
FWS, Raleigh, NC -
EPA, ATLA, GA
NCDEHNR, Raleigh, NC
NCDEHNR, Morehead City, NC
SAFMC, Charleston, SC
F/SEO2

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
Bald Head Island, Ltd.
c/o Dan Weeks
P.O. Box 3069
Bald Head Island, NC 28461
Dear Mr. Weeks:
1\ .9 •
®fir arms
E3EHPsi F1
March 15, 1996
DEM Project #951268, COE Project #199602657
Brunswick County
On 16 January 1996, you requested a 401 Water.Quality Certification from the
Division of Environmental Management for your project (construction of ferry landing and
associated facilities) located near Pfizer in Brunswick County. We wrote to you on 31
January 1996 discussing concerns that we have regarding the design of the project and
placing it on hold until those concerns are addressed. As of today, we have not received a
response to our earlier letter. Unless we receive a response from you by 1 April 1996, we
will consider that you have withdrawn this application and are not interested in pursuing the
project at this time.
Please call me at 919-733-1786 if you have any questions or would like to discuss this
matter.
cc: Wilmington DEM Regional Office
Wilmington District Corps of Engineers
Central Files
,4ohn Parker; DCM
Sincerely,
ZWame
R. DoIty
er Quality of anon Program
951268.clr
Division of Environmental Management • Environmental Sciences Branch
4401 Reedy Creek Rd., Raleigh, NC 27626-0535 • Telephone [phone] • FAX [phone]
An Equal Opportunity Affirmative Action Employer 50% recycled/ 10% post -consumer paper

Department of Environment,
Health and Natural Resources
4• •
Wilmington Regional Office
Division of Coastal Management
v --
E H N F1
James B. Hunt, Jr., Governor
Jonathan B. Howes, Secretary
Roger N. Schecter, Director
December 8, 1995
Bald Head Island, Limited
c/o Dan Weeks
P. O. Box 3069
Bald Head Island, NC 28461
Dear Mr. Weeks:
The Division of Coastal Management hereby acknowledges receipt of your application for State approval
for development of the "Pfizer Tract' property located off NC Hwy 211, near Southport, adjacent to the Cape
Fear River, in Brunswick County. It was received on November 15, 1995 , and appears to be adequate for
processing at this time. The projected deadline for making a decision is January 29, 1996. 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.
E.
F. B104
Field Representative III
Enclosure
cc: John Parker
Bob Stroud
Wayne Strickland, Southport LPO
Becky King, Brunswick Co. LPO
Michael Hosey, COE
204
127 Cardinal Drive Extension, Wilmington, N.C. 28405-3845 • Telephone [phone] • Fax [phone]
An Equal Opportunity Affirmative Action Employer

CONSENT TO ENTRY
The undersigned, being a duly authorized agent of Pfizer, Inc.,
hereby acknowledges the following:
G a N'M/9 CT
1. Pfizer, Inc. has entered into als-ept4en to sell that real
property generally consisting of approximately one
hundred seventy (170) acres located acent to the State
Port facility, in and near Sou d4 Qorth Carolina, to
Bald Head Island Limited. The Qoptlan is in full force and
effect as of the date of this letter.
2. Pfizer, Inc. hereby consents to the entry upon such
property by representatives of the State of North
Carolina, including representatives of the Division of
Coastal Management (CAMA), for purposes for performing
routine inspections and site visitations relating to the
processing and consideration of an application for a
major development permit for utilization of such
property, as sought by Bald Head Island Limited. Prior to
any intrusive procedures, such as drilling, prior
notification is requested, and prior permission will be
required, it not being the intent of this consent to
allow other than access and visual inspection.
This 31 day of October, 1995.
PFIZER, INC.
Richard D. Benson
Authorized Agent
£:\office\kink\consent
NOV 15 1995
DIVISION yr
COASTAL MANAGEMENT
L

State of North Carolina
Department of Environment,
FWAA
Health and Natural Resources " . a
Wilmington Regional Office
Division of Coastal Management
James B. Hunt, Jr., Governor p E H N F1
Jonathan B. Howes, Secretary
Roger N. Schecter, Director
October 30, 1995
Bald Head Island, Ltd.
c/o Mr. Dan Weeks
P. O. Box 3069
Bald Head Island, NC 28416
Dear Mr. Weeks:
The Division of Coastal Management hereby acknowledges receipt of your application for State
permits to develop your property off S.R. 1540, near Southport, in Brunswick County. We have been
coordinating our initial permit review with the Army Corps of Engineers and have found that your
application lacks information necessary to consider it complete under Coastal Management regulations.
In order to have a complete application necessary for us to begin processing, you should submit the
following items:
(1) A copy of the deed for the property and a letter of permission from the property owners
to apply for the permits for the proposed development.
(2) All items discussed at our 10/26/95 meeting, with respect to project drawings, cross -
sectional drawings, and revised application.
(3) Copies of the.executed certified mail return receipt cards, from your riparian property
owner notification.
Once we have received this additional information, you will be notified of acceptance of your
application as complete or if further clarification of your request is required.
S '
E.F. Brooks
Coastal Field Representative III
cc: Bob Stroud
John Parker, DCM
127 Cardinal Drive Extension, Wilmington, N.C. 28405-3845 a Telephone [phone] • Fax [phone] A
An Equal Opportunity Affirmative Action Employer

F 401 936 511 �b
RECEIPT FOR CERTIFIED MAIL
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TOTAL Postege•end F••ll
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P 409 936 512 j0
RECEIPT FOR CERTIFIED MAIL
NO INSURANCE COVERAaf PROVIDED
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P 409 936 514 ,a
RECEIPT FOR CERTIFIED MAIL
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TOTAL PO4tar and -Foes
PnAtmafk f Data G�
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OCT 2 4 1995
$$ N OF1�
P 409pA#IVAL�101�NAGt&ENT
RECEIPT FOR CERTIFIED MAIL
NO INSUMNOE COVERAGE RROVIDFa
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see ro
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5
TOTAL Poatape eria.PeeG"
$
10-18-95 03:25 Phi
Y /- . s ., --,.` -

State 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
State Port Pilot
Legal Advertisement Section
Post Office Box 10548
Southport, North Carolina 28461
A14 -toy;
0M%XM00N%ftW0ft �j j
IDEHNR
December 22, 1995
Re: Public Notice - Bald Head Island (Pfizer Tract)
Dear Sir:
U7q''N O
DEC 2el,.�9C
,F)AENT
Please publish the attached Notice in the Wednesday, December 27, 1995, issue.
The State Office of Budget and Management requires an original Affidavit of Publication prior
to payment for newspaper advertising. Please send the affidavit, an original copy of the published
notice, and an original invoice to Kris Horton, Division of Coastal Management, P. O. Box 27687,
Raleigh, North Carolina 27611.
Thank you for your assistance in this matter. If you should have any questions, please contact
me at our Wilmington office.
Sincerely,
Ey&--
Ellen Klingenberger
Coastal Management Secretary
Enclosure
cc: John Parker
Kris Horton
File Copy
127 Cardinal Drive Extension, Wilmington, N.C. 28405-3845 • Telephone [phone] • Fax [phone]
An Equal Opportunity Affirmative Action Employer

NOTICE OF FILING OF
APPLICATION FOR CAMA MAJOR
DEVELOPMENT PERMIT
The Department of Environment, Health and Natural Resources hereby gives public
notice as required by NCGS 113A-119(b) that application for a development permit in an
Area of Environmental concern as designated under the CAMA was received on 11/15/95.
According to said application, Bald Head Island (Pflizer Tract) propose to develop a
marina and operations complex to service Bald Head Island. The facility would include two
passenger ferry landings, barge landing, marine maintenance building, office and storage
space and parking on the south side of NC Highway 211 (Ferry Road) and the Prices Creek
Southport/Ft. Fisher terminal adjacent to the Cape Fear River, just east of the Southport City
limits in Brunswick County.
A copy of the entire application may be examined or copied at the office of
Environment, Health and Natural Resources, 127 Cardinal Drive Extension, Wilmington,
North Carolina 28405, (910/395-3900) during normal business hours.
Comments mailed to Roger N. Schecter, Director, Division of Coastal Management,
P. O. Box 27687, Raleigh, N. C., 27611, prior to January 16, 1996, will be considered in
making the permit decision. Later comments will be accepted and considered up to the time
of permit decision. Project modification may occur based on review and comment by the
public and state and federal agencies. Notice of the permit decision in this matter will be
provided upon written request.
PUBLISHED ON: Wednesday, December 27, 1995

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to and the date of deliver . Pore luone Tees t e o owing services are available. onsu
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Put your address in the "RETURN TO" Space on the reverse side. Failure to do this will prevent this
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to and the date of delivery. Fore nlona ees t e o owing services are avai a e. onsu t postmaster
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8. Addressee's Address (ONLY if
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.. -- _.:-_., OCT 2 3 05
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PS Form Jt311, Mar. 1988 * U.S.G.P.O. 1988-212-865 DOMESTIC RETURN RECEIPT

:3
BOUK
And the GRANTORS, ,for themselves, * their heirs, executors and
administrators, do covenant to and with.the said GRANTEE, its successors
and assigna, that they are seized in fr of - the above granted and
described property; that they have good right to sell and convey the
Al
same in fee simple; that the same is free and clear fkom any and all
3 1i
restrictions, easements or encumbrances, and that they will and their
heirs, executors# administrators and successors shall warrant and de-
fend the title to the same against the lawful claims and demands of any
and all persons whomsoever.
IN TESTIMONY WHEREOF, the said GRANTORS have hereunto set
their hands and seals as of the day and year first above written.
(SEAL')'-'
Raymond Sylvedter Talton
(SEAL)
Beuna Barbour Talton
J.,
STATE OF NORTH CAROLINA
COUNTY OF
1, Lbdw ('74" 4'* Notary Public in and
y a oresi �r that Kenneth E. Rutter
for the State %id Count f ai t do c ti,ya
and wife, Faye Rutter personally appeared before me this day and
acknowledged the due ex9cution of the foregoing, -warranty deed.
notarial eal th of
WITNESS my hand and is
a
it
_V—day
1973. -Z
d /I
N tary
My commission expires: jZ:
%40TAO)". I Lis!;
DQUI5510r1. Expires FeErtlirj 19, 191s
X"
(JE)LIr-i
NORTH CAROLINA A i ✓ STATE OF NORTH CAROLINA
11141;11611IL&I'll"" Brunswick County
J
lip
BRUNSWICK'COUNTY The Foregoing CertUlcate of
The foregoing certificate of
a certified to be correct. is certified to be correct Notary Public, i 1, 12 M.
Recorded at
This the dey of IAA
-2-

I C)09
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4;
V
STATE OF NORTH CAROLINA BOOK tub i,%[100
WARRANTY DEED
COUNTY OF BRUNSWICK
1973 by an d
THIS DEED, made this —(61day 0
between Raymond Sylvester Talton and _BarbourWifie4,teun4atTalton,
-e called'GRRNTORS, .
Wake CountYr North Carolina, herein,' whether one or more,
Inc. a Delaware corporation, with an office at 235.East
and Pfizer,
42nd Street, New York, New York, herein called GRANTEE.
W.1: T N E S . S E T H . T HAT:
The GRANTORSr for and in consideration of the sum Of !ken
'
Dollars (.$10.00) and other valuable considerations to them in hand
is hereby acknowledged, have
the GRANTEE, the
paid by receipt whereofL�l
.*
nts do hereby bargain, sell and
bargained and sold, and be these prese
assigns forever, all that
convey unto GRANTEE, its successors and 1 property located in Smithville Township, Brunswick. County
certain re a
State of North Carolina# described as follows'
,f-way line Of
BEGINNING at a point on the eastern right-c at the
Moore Street, said beginning point being.located
place where the center line of Stuart Avenue, if projected
re St. would intersect the
eastwardly across 1400
right-of-way line of Moore Street, runs thence with eeasternth
--Of-way line of Moore Street North 11 degrees.
eastern right to a staJrke,in the Pfizer, Inc.
30 minutes east 967.6 feet 1 pert . line) which stake is
line (formerly the J. M. He:rcenter, line of Moore Street*
50 feet eastwardly from the line (formerly the J. M6'HarPer,
thence with the Pfizer, Inc- t to an iron'P4e;
fee
Jr. line) south 70 degrees e, ast 1,664.3 ne (formerly the
thence continuing with the Pfizer, Inc. li 7 minutes West. -
I South 46 degrees 1
M. Harper Jr. line) Sou ig the Pfizer, Inc.
J. I thence leavir
1067,.3 feet to an iron pipe- he BEGINNING -
line North 70 degrees West i048t.7 feet tO.t
he same tract of land asrWascOn_
twining 29.08 acres and being' from-R. 1.�Mintz and
conveyed to the Grantors by warranty deed wife, Lois Janq.,*.�
1967. n
Mary C. Mintz, Davis C. Herring and
wife, 7 and recorded July 10,
Herring dated June 27, 196' . wick County Registry -
Book 204, Page 623 of the Bruns
14() HAVE AND TO HOLD the above granted and described property,
together with all and singular, the rights, privileges, ea.seM,e4.ts,r
Or in
wise ap3artatn-:
tenements and appurtenances thereunta belonging;
gns in fee
ing unto the said GRANTEE, its successors and assi
RA14$fr-.a PrCO.RO..
forever.
us I(%,
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easamonts'. tonfulle and appurtenances
ounto
In
anywise appertain ing unto the 's
said Grantser"its coesso ti
and assigns,
in to* .41,410 forever'
And the Grantors' for th OmgOlVom,
their haL a
executors:,;"" 0 succe I
administrators And Assignor do
covenant to And jjjtj�
i the Raid Grantee, its
OUCOGSPOrs and assignal that they 00 Of the 2.4 . 2 glare tract abov are soil
a describedi that they
have
sight to 0811 And -
..... .•convey the same In fee SimPlel that th:
-:;�_'?:'.:same is
tree and clear from any And all encumbrances, v and that
OF will.ind their heirs, successor executors,
successors
d administrator]
&Aa19nG shall warrant and defend the title to
the same again
0 lawful claill, and demands of
any and all persons
whomsoever)
IN TESTIMONY WHEREOF, G � ...
. ... .... andi and scale as of rantors have hereunto met ihai
day and Year fir t
:,.. . . .% . � . .. a —ova written, I
L I STED
RECORD
... ... 'me
COT 5 loll Mae . �arper,
TAX sUpooVIN11 Q6
RV
rgaret . �Ha2r�!��
a per
T TZ OF NORTH CAROLINA!
COUNTY OF
0 State n, Iunt"��, 4 Notary public in and to
d 6—f—Y & NORA , 0 Certify that jame, M. r
and wife, Margaret T. Harper, Harper;
personally &p., and acknowledged the duo execution of the foregoing
ofore me-
J. rod b
for the Purposes therein expressed. Warranty.
WITNESS fly hand and of
-944bA..L, 1971. fLciA1 Real this
'd
ay of
Note Uhl 0.
NY Commission
expires,
E..... ..........
A"
ArArtPT;i
1RealE ,
IeH I
OTA ARDLNA §0I)!EXAGA_
as-471 Z0 D. so=CS'li'ffy
' ;IM1r � �,a Ot De\� • •1, t' '. '...... :: .. ...r.. .r. •.. �AS,i}�4. �j
NORTH CAROLIN)L
1"SWICX COUNTY m
The foregoing iorl
Aficate at
...... .. otary Public, is certified to be corre t'.
This T�4L day of 00
REGISTER OF DEEOS OF B
S
prepar4i bYl' MURCH1130HO VOX i NEWTON
16 North-5th Strict;
Wilmington. North Carolina .. ..... ........ .... 28401
--.

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Y
�J�rry � ueco�d 1
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400K 260 FAcc 380' '.
STATE OF NORTH CAROLINA��"
COUNTY OP BRONSWICE HAnnAtiTY DEED
•'•' THIS DEED, made this Sth day of October, 1971, by
" '};•, ,.;.;j. .! James M. Harper, Jr.and wife, Merger'
et T. Harper, of eouthporh��•` )
North Carolina, herein, whether one or more, celled Oranton,'•��,,\y/`tj
�1
rt + Ito PYILER INC., a Delaware corporation with,an office at 235
i",,,.•„�;�.�'•42nd street, New York,, New York 10017, herein tolled Grantee. 4 ... 1... W I T N— e a E T R T H A T1
Grantors, for and in conaidaratLon of One Hundred
.'�;:1r1-�,'::���t" • Dollare (6100.00)'and other good and valuable conaideratione
geld to them by the Grantee, receipt whereof is hereby acknow-'-.,:;'.:!,
jlodged, have bargained, sold and conveyed and by these presents,";;ill.
do hereby give, grant, bargain, sell and convey to the Grantee,
its successors and assigns, in fee simple, the following described
real Property situated in Smithville Township, Brunswick Count
North
Carolinas
i i .:'•.:'r:'''.,., BEGINNING at a candrete monument which is located the following
courses and distances from the interaaotion of the center lingo.',%:;r.S
"'of N. C. State Roods 1526 and 15271
T ''<t`,:,'•;;7:, "'';" 1. South 26 deg, 34 'min. 00 sea. Want 694.45 feet;
C{ 2. South 29 deg. 44 min. 00 sec, West 252.18.faet; "r'ii'.
! I: C.,:!;'1;.;"•,{•r°., 3. South 34 deg. 18 min. 30 tee. Want 200.00 foot;
1 J,; .•`.1',•,;:;- 4, South 65 deg. 13 min. 30 sec, East 3,021.85 feetl••t'%
5. South 51 deg, 03 min. 30 sec. West 1,066.60 foot;
6. South 65 deg; 13 min. 30 sec. East 583.67 feet;
said beginning point also being located at the intersection of •i: ;:
r line• 51 and 52 an shown on map dated September, 1971 by John V,'•'L'I
I'1''`'";'• `' Talbert and Associates, Inc„ entitled "Property Map of Pfizer''!
,•,'�,.'..;.�: no. which which me
County Registry] andrfrom dsaid ed rbeginning to he apoint rune thence do4-in the nNorth'.%
65 deg. 00 min. 30 see, East 205.10Eastfeat to oint in line 50th nee ua4 �hownQon39 ,
1 said map; thence South 65 de 00 min. 30 Sao. West 426.47 teat
tr.,.,....,. to 'a Point which would intersect line 52 as shown on said map %•
if said line 52 were extended eaetwardly; thence with said line
',.52 extended North 65 deg. 13 min. 30 sac. West 268.66 teat to .,,+f,S
,...7.. Ai.. .
•.i' '• .`. ginning, containin 2.42 acre B t o! Grantors g P a
Philip Allen Tract. � g e.' Bin part 1 '
'PTO HAVE AND TO HOLD the above granted and described .;•' I'
^Rropsrty, together with all and singular,,the rights,,privilego,,,t
` v�-r',1 rr5 1 '1 1't,,, J . '� f4 .Y, 1.1 j J • IP r , •1 ! , ). i ('1 ' �y ' ! �- �
I4 '.7 r' t y! 3 ,' r i J-{4 ,> J 1 •: 11 ,
at
e
jr I ,l , � 4 tit ! ,f(IF� `S ' 1 Jr i�!-JI} 1 ! 1� I ' ,'j , , t�,`I ,I II t',4{( • , `1 11 J'IIr �'
'' - Ir l I✓ I '� i`,! / 11 t,'7 { r n l v ,u i, t 5 . J( , , , r ti
. ,,� r 1r` JI' �r . "!V l/t J,1. p.V IS � r !I• 11 f If -1 v<. y, J 1 i- •t}��i'Y
J` ] .,yf fii S,t• ' ;. rl'::i 1. -..f flit rl {1• q % L' vt rf ( ��L^'.I� .tl':!jnt
.. :. NJ �". J.. ._,t, yl♦. _... , r 'J ,. ".. 1 ..,. !r ..L,a1� �'I i r'vn5 t."'&�

I
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7.
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4 4 ;llf
sj'IooK NO wa 379
I., I.A- I
ljA";jj .. .......
M. Harp .77
X-Por
:.'STATZ OF NORTH CAROLINA
COUNTY Or BRUNSWICK
Q—a Ilk
th a Notary Public in and.for:
CIA l
a stab f'4%�—Zr
a and warorem-a t"
1, Jr. and wife tifY that James H. Harper,:'.;
d I Mar9dret T. Harper, personally appeared before ps W AY and Acknowledged the due execution of the foregoing Warrafttv_'�'
dead for the
PurPQQ6m therein expressed.
WITNESS
...... my hand and Official seal. this
1971.
✓
day a
E"Noa-aiy �P-
c
anion
..'.j! expirest
;If ...... LISTED
TRANVIR R6C%g
NORTH CAROLINA
OCT 5 loll BRUNSWICK COUNTY 42UNSMCK COUNff, IL C6
TAIC ?FPSUVISOR
The foregoing certificate
y
Notary Public, is certified to be cZat32f
This
1971,.r/21a
REGISTER OF DEEDS OF BRUNSWICK COUNTY
BY,
A Prepared bY1 MURCHISON, PDX i NEWTON, 16 North 5th Street,
Wilmington# North Carolina 20401
N dl!
:4�1 .4
A "M
-4
wi
d
9
. ... . .....

MW1},1; " O" yl4+ rC r 1 f7fll 1: I Y Ir:%,
�(,('1VI
fl,�.,1,• .. ; . Rccocd � ...
J/ 5 Imo..,.—Lrir.r.f�re�i.rr
:, �.. J,•. ...P..�a
secs 260,. Pit' 378 .
t.'•',• The above descriptions
:,...
intended to embrace Allofland andainterestand cindTr
landactis
owned J
by Grantors within the area being acquired by Grantee as shown one,';'^
said map dated September, 1971, and entitled "Property Map for
,I :•. "`.•'` Pfizer Inc., Smithville Township, Brunswick County, North Carolina '
,h•, Prepared From Common Survey of Contiguous Tracts by John Talbert
•.,•,4 ;!?;; i Associates, Inc.", and recorded, or to be recorded. in the Brunswick
. ,County Registryl and Grantors do herebyrelease
• :I'!.. any warranty to Grantee, its successorand aselgna,conveall iiwhthout;.1
":'` title and Interest they have or may have in all lands within �"
'I';'F•`.f•: + the Outside Boundary Line of the composite tract composed of
• "'-''.'+"1:;.. Tracts 1 through 9, inclusive, as shown on said ma
eher
mbraced in the above descriptions or not, together�withtall '! 'i;':/;• t'
r'•:
jt4 their right, title and interest in the banks and shores of the :•f•iirr Cape Fear River and Price's Creek adjoining said composite •T'",5v' j tract, lands under navigable waters adjoinin said oom osite I !' and 1 accretions "
.1>; '•:;1' �; s; tract. d al etions i do g P
and rel c ns. YI;
., rrf
TO HAVE AND To HOLD the above granted and described
3 pro ert
..r p y, together with all and sin ul the rights,
9 •nr, privileges'�)',!tr,:'
easements, tenements and a f I , pp utenancee thereunto belonging, or
( lin anywlee appertaining unto the said Grantee, its successors
+ i
�. ;..I and assigns, in fee simple forever.
„• And the Grantors, for themselves, their heirs, succen"r,11%y
:;,,•executors, administrators end assigns, do covenant to and with
'�''':�'' •'•'''. the said Grantee, its successors and assigns, that they are noised,
!,=\in tee of the First and Second Tracts above described; that they have;
ti�..;`t i'.'�. •. good right to sell and convey the same in fee simple; that the •;,`�:; ',:`:f
same are free and clear from any and all encumbrancea, axes ting
J s"'}.the items speoifically•mantioned above and Possiblerights of ! '•�•1;1
the Bta.0 of North Carolina and members of the public in lends (at.
below the high water line of navigable waters; and that aubjeot;:l:l t
4 .to avid exceptions the will and their heirs, successors, a ecutore 1�`�
4 P Y
admi7listrators and auigns-shall warrant and defend the title to n /"
4
' r Jr
ths same against the lawful claims and ./ demands of any and all
r persons whomsoever,
l - IN TESTIMONY WFIEAEOF, Grantors have hereunto met• thsie
5
:� tlar l;'s!}L hands and seal as of the day and year flrat above written,
$
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5, 15 (la}�54 It lryr J. (i F1. fl 'S '' 'ir It 1!ft ISY I..� , �jjjsaC fyh l s (r, r l!, ! i '{tr !Ir f 1i ni/,'nl fl lf! Vir1 'I a I f.. •l'i<i 4 r y 9 r- 1t9t1,a f ,I r/! - 1f7r Af(t Q ,, 1, I Fa ) 1Y n1 +l , 1l ldTt 1r1.ry1
! Y(JI 1 1rf " •,.r tli>"F, , r , t I + ,!, f i Y a P( � f ' � s•}
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I,. :: r: W. :r':!�{�:j6:';:'d �iC':,i�'...n.if :fL .;:'•+
,: 1 r : t .rt r .! • I, 1 !, `. I I� r r Ju r t rfi �JJl1�t
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A
/. t t!:^�} IlA{'Y brit slr+r:�'ric"!iV.k4p'i((h,:(r
_ n,t
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/ 45�11
Wit
1
Vd
it
i eoBK. 260 rig 377
�. ar i 1 Bxge tin y , Treat
}, r P y, howa or from me second
three hractsI tht fol�owlaq
A.
Exception li' BEGINNING at a point in the can ,.
of state Road 11527 which point is located the fallwfnthr'line:.'.!;
and distances along said center line from its intersection wises
•; the can tar line oL State Road 115 .61g. �'t•"
r i (1) North 27 de 1 ,�-c .I'' '' 00 sea, Eaet•545,78 feet, and (2)' north 26 de n, 34 sec..rs'
East 209.66 feet, from said beginning runs 53 min. 00 sec.:.•;:
tV 4 1 point rune thence North '4r: 63 dog. 29 min. 30 sea. Want feet;
he feat, thence North•15 dag�:?;
�1,• , I min. 00 sac. East 276.00 feet, thence South 63 deg. 30 min.
t' , ' °00 sac. East 1,503.95 feet to the center lfna of State Road 115270
�" thence with Said center lino South 26 deg. 52 min. 00 see. West.:,.
271,37•faet to the BEGINNING, containing 9.02 acres, and being
the same property conveyed by James M. Harper, Jr. to Ruby P. I .E r41 .1,/ ,I: ' ' Bowman by dead dated October 28, 1952 and recorded in Book 107, ,'
Page 268 in the Brunswick County Registry.
t f Exception 2. BEGINNING at a point which, is located
-,, •.,.,., :the following courses and distances from'the point Of intersect- :1'!
` f.3 �i %'tlon of the center lines of State Road 11527 and State Road 11526s.
�•++s,r North 27 deg. 34 min. 00 sea. East, along the center line of
vt. State Road 11527, 545.78 feet, thence North 26 de 52 min. '
sea. East, along the center line of State Road 11527, 209.660feetl`
4.'}j'' ?-t J .F %':'''•r;'• ;•..i thence leaving the center line of State Road 11527 and running;t;
North 63 de 29 min.
beginnings g• 30 aeo. West 1,298.44 feet to the point of •: �;
,li:. i ,, '..�;,., • 9 nnings running from said point of beginning as follows t North
78 dog. 22 min. 00 sac. West 402.12 feet, thence North 46 dog.
. , 01 min. 00 sea• West 358.27 feet, thence North 12 dog. 29 min. 00,.j
fit;, r moo. East 168.82 foot, thence South 64 deg. 01 min. 00 sea. East '>
-1,.586.82 feet, thence South 15 deg. 15 min. 00 aeo. West 176.92 feet)
thence South 63 deg. 29 min. 30 sea. East 149.97 feet to the point-.
of BEGINNING, containing 3.13 Acres.
�',''''•'! Exception 3, BEGINNING at the
flS;'tr' '•'I % the center lines of State Road 11526 and State Roadn#1527 andP of
i :,f ;;':•: ';,' running thence Along the center line of State Road 11527 South '
•.I.?.•i.: g 9
j { :' • ,-,.i ..:.:I:. 26 deg, 34 min. 00 BOG. West 221.90 feat, thence leaving said
I �
;,'(. .;� • .l<,,; ;I�c•!;„I;r',; road and running North 72 deg. 40 min. 00 sac. West 180.35 feetl''<•r.
thence North 26 deg. 34 min. 00 sea. East 56.21 feet, thence Worth'
9. 05 min. 00 sea. Want 565.01 feat thence South 62 de 1
min. 00 sec. West 116.06 feet, thence North 22 de 00 1 I
t East 88.00 feet, the North 68 de g' 10 min. 00 sea,
' '%.;;r'4'�•..`. •I.�' feats thenaa North 12 de g• 05 sin. 00 sea• West 237.60}
thence North BO de g• 29 min. 00 sec. East .23S.94' teat,
.1 ':�;. 1.•1,r1;':•`' 4• 31 min. 00 sac. We 688.00 feat, thence Norte
1•/i'�'i;,i','�;;12 deg. 29 min. 00 aeo• East 213.26 feet, thence South 82 deg.,
" min. 30 sea, East 263.17 feats thence South 68 dog. OS min.:
li ' "�' ''�''•' /' 00 sea. East 1 579.04 foot to the center line of State Road 11527
!•t;: '
"fri;:•' ) ` 3., J. : ir:' 11:5 thence South 27 de 34 min g I
•'',) 180.88 feet to West with said center ling, thegpoint of BEGINNING containing 12.38 acres,
The above described Second Tract is conveyed subject l'V•
to Any utility easements of record and to the rights of I`�.i
I{ .a,f.: ' r,..... ,',... : Highway ion the Sta
_.',�3 _ ! . ,m}da■ in state Road 11527 (0.58 acres) . � •'
(� 4 `•+4 ' f .�� -'. Said second Tract is the same property conveyed to Jamae�
{ t r<r M. Harper, Jr. by dead dated March 8, 1941 and recorded in Book oifil
Brunswick Count Registry.
Y ,v p
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:1!, �Ir r'r, /,„ . rtl.
I ryt { ('1 r ,'.\ j,. y , '1 1 I , I + if , F. Il,
Is' i, N,!•rir r r!>%I'�I,M I
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♦ d,/:'4 j14 ( r I r ♦h i,'. , r I , , r l t l f r/ I ttI'(
r .1' 'r r ' l .rlhkt,ty
ten.
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1}, 1•)S If,}I,Y1
eta. ' ._.A '. a...aF : ♦ 1, , . ,a ! , 4!

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600K 2GO inc 376
and littoral rightso.and In Particular, together with all that land lying between the high
and low water lines of the Cape Fear River and between the northern and 0
a uthern
boundary
to dary lines,
extended eastwardly, of the above d scribed tract.
Excepting, however, from said First Tract the two adjoining
tracts of land described
and conveyed in a deed from James
r. and M. Harper,
Wife to Reeae E. Swan and Wife dated February 27,
1969
and recorded March 1, 1966 in Book 212, Mth
e 834 in e Brunawick'%'t'.,�
9 County Registry.
Said First Tract is conveyed subject to (a) the right
Of the State Highway commission
:t
theset forth in A consentJudgment f
SuperiorCourt of Brunswick County dated
September 7, 1966*
COPY of which was recorded September 9,1968 in Book 222, page
308 in
the Brunswick County Registry, said
Wo taking judgment providing fo
Of
property in connection With State Road 01540 (the Ferry Road)
I having a 100 foot right
of way, which leads from State. Road 11528 WIG NOW River Road) northaaatwardly to the
ferry
lauding property of the State Highway Cbmmi8sion mentioned in t description above, he il�4k
V
M tho rights of the State H ighway commine on
In Stato Road 11527 (tha Old River
V
Road), having a 60 foot rig
ht ght
0 WaYl (0) the rights of the Highway Commission in
State -::­9
State
a
Road 41520 (the NOW River Road), having a loo foot right of way.;:;,',',;
SECOND TRACTSi.
the Point'of intersection of the centerlin
.-State
es of
Road 11526 (the Hood Road or Jabbertown Road) and State
Road 11527 (the
old River Road) , and Punning thence with the
center line Of State Road 41527
South 26 dog. 34 min. 00 noce
West 221.90 feat; thence leaving said Center line
of State Road
AI527 and running North 72 deg. 40 min. 00 sec west 211
"
0:i, thence South 64 deg. 42 min. 30 sec. West 21.14 feett then'C fGe.1
South 04 deg. 38 min. 30 Bea. West 316.39 feet l thence North 82
deg. 32 min. 30 sec. Went 193.37 feet; thence5SOuth 21 deg.
min. 00 sec. West 654-59 feeti'thance North *dog. 15 min. 00 sec. West 157.00 feet] thence North 12 deg. 29 min. l: OQ sec. East
932.98. feet to an old cornerl thence North 12 deg. 29 inin. 00
K., sec. East 233.63 feet; thence North 80 dog. 31 min. 00 sec
. Wept' �'f
609-00 feat; thence North 12 dog. 29 min. 00 nee. East 1,195.50
feet; thence South 64 deg..Dl min. 00 Sea. East 586.82 feetj thence.-Tf
l:.1 North 15 dog. 15 min. 00 Dec. East 99.08 feet; thence South 63
deg. 30 min. 00 sec. East Ip503.95 feet to the center line of
said State Road 115271 iruns thence Along and with said center
line 80 fOXIOWS1 South 26 deg, 52 min. 00 Bee. West 271.37 feet '1%*:F
to Bgwman'N southeast-6ornor; thence South 26 deg. 52 min. 00
800, West 209.66 feet; thence South 27 deg. 34 mini 00 goo. west'-?j"ko
545.70 foot to the Point Of BEGINNING, containing
lega"23.11 acres excepted as described b 9.90 acres, ;;.,IN! ,•
:
slow, or A not of 34.87
acres, an surveyed by Robert H. GoGlaO, Registered Land SU
.
and ahn 05 WrAct 9 On the map prepared from said survey, ..... �QAtSQ September, 1971; and.entitled "Property Map for Pfix m.,
S111ithVille Township, Brunswick county, North Carolina, Pre
FXOM Common Survey Of Contiguous Tracts bY.John Talbert A pared V.
&to$ Inc.", which map has been or will be recorded in the
the ROgilt4r'of Deeds of Brunswick Count ypNorth Carolina.'.
W. .... . ..
V., 6,1' . 4
V
3-
S
... . . . .. .... ... .....
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Bak:* 260 vise • �74
T
00 I z �t
So0"ast*351-11 f8@0 South 25 dfact; South 44 deg. 43 min. 00 as - wgst '430.27 Costsol' 050 mini30 sec..West 159.00 feet, a
South 33 deg. 48 min. 70 goo.
Went 422.34 feat! South 49 deg. 44 min. 30 man. West 233.47 as
South 60 deg. om; min, 30 GOO- Wast'763.35 featl south a
,1 0".1t min. 00 sec. West 223.52 feet; thencety
leaving the Cape Peer
North 24 deg, 59 min. 30 sec. want 1,005.20 featl thence South \iT
65 deg. 00 min. 30 nee, Went 600.00 toot, thence N
13 min. 30 sec. art 65 a A,
West 583.67 Peet to the southeastern corner of
tymok tract conveyed to Raond Talton and wife bdated 27, 141.1
967 And recorded in Bo204, Page 623 In y thedead BrunswickJune County Registry; thence with one of said Talton
lines North 51 deg. 03 M,n
.I .. ..... 30 Sec- East 1,066.80 feet, thence with one of said Talton Lines,
and the westward extension thareoff, crossing State Road 11528
(the'New River Road)) North 65 deg. 13 min. 30 Soo. West 3,821.65l!
fast to A Point in the center line Of state Road 11527 (the old
River Road), said last mentioned line passing through an old glitonal:
no. 4 a short distance east of said Road 11527; thence a with the �i,
�center line Of said State
Road 11527 the following throe- course$
n,
A A 41,11tmitneeffil worth 34 deg. -le man. U
sec, East 200.00 feet,,
'North 29 deg. 44 min. 00 Soo, East.252jo
10 feeti and North
34 min. 00 sec- East 694.45 feet to tjj� point Of BEGINNING,' con-,O�I�
o 26 dog."ot
taining 293.90 acres 16.31 Acres excepted as described bolowt or'
a net of 277.59 acres, AS surveyed by Robert H. Goalse, Registered'
Land Surveyor, and shown as Tract 6 on the map prepared from said
survey,dated September, 1971, and entitled "Property map for PfizmJ
Inc„ Smithville Township, Brunswick County, North Carolina, Pro iparl
From Common Suryay of Contiguous Treats by John Talbert & Assoc atom
I!*%% Inc.0, which map has been Or will be recorded in the off4ca of the
Register of Deeds of Brunswick county, North Carolina.
The'above described First Tract is part' of land of approximately 640 acres knowna tract of 1,,
an the Philip Allen Tract, a Of which is recorded in map Book 1p P
age 77 in the Brunswick county:
Registry. Instruments in the chain of title (unless otherwise i
noted All references are to books and owick County'
Pages in the Brun Registry) are As follows;' deeds to John C. Gossler, 329, 356, SIR r 89, RR - 91, RR - 119, RR _ 136 309,
Sou port, Wilmington And Durham Railroad COhP8nY, RR dead to
to SOU port - 3891 dead Company, $8 - 2821 condemnation Judgment of
Superior Court# affirmed by Supremo C 5771 dead of release
Rufus W. Hicks, 3 - 5451 consent Judgment Of Superior Court in
b Ourtl UU
Headman at: al V. Leonard at Alf Minute Docket Book A, pages 136 - .�m:
139# 157 - 1590 Office Of Clark of Superior court; deed to City of
Southport, 27 - 7363; deed to Brunswick County, 27 - 36Si deeds to Philip Allen, 2- 364 and 27 - 3661 Judgment on demurrers of
Superior Court in Headman at al V. Board of Commissioners i
modified,and affirmed by Supreme ners at al,
Court, and Judgment of nonsuit
Minute Docket Book B, pages 248 - 249, Office of Clark of superior',.i��
�:!,Courtl (deed to Allen and Wife, 72 - 133, Voided by judgment, 72
. .. .... 132 A)l dead to Brunswick County and City Of Southport, 03 - 3021
d to State Port Pilot# 60 1111 17 and 83 - 315; dead t
code
Harper,
1' H Par# Jr.,Jr83 - 3801 deed to Brunswick County and City of SQ'4th-1`!:1
I . ... Port, 89 - 27l dead to S. S. Frink, Trustee, 09 - 333; d Harper, Jr., 09 - 407. deed to'JAMS,
Together with all lands lying below the high water
f
Cape Fear River and
a line
PXLCG's Creek adjoining the above
described property, 411 accretions and relictions, and a
ll riparian 't
-
Z

I
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1.
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............
BOOK 260 fto;
�74
STATE 0F,NoRTH CAROLINA 1p;
000HTY OF BRUNSWICK
�JMJWTY DEED
THIS DEED, Mdda this 27
th day of September, 1971, by
Jams H. Harper, jr'. and w
ifoo Margaret T. Harper, of southport,-I.�-
North Carolina, herein, whether one or more, called
Grantors,
to PrIZER INC., a Delaware corporation with an office at 235 zaxt.j:
.42nd dtr*Ot, New York, New York 10017, herein called Grantee.
I T N 2 8 0 E T H T H A To — — — A Z — — — — — — — —
.Grantors, for and In considers
tion of one Hundr d
'Dollars (0100-00) And other good and valuable conaiderAti no
Paid to them by the Grantee, receipt whereof is hereby aokn
ow
r %edged, have bargainee, sold and cOnVOY04 and by these pre
sents
do hereby give, grant, bargain, 0411 and Convqy to the Grantee
►
jits DUCCOSSOrS and Agaign0j.ln
fee I'MP160 the f011OWLAW 40acribed.
1, •real Property situated in Smithville Township, Hrungwj'
ck County,' `1�1
NOtth Carolina,
FIRST TRACTI
''t 'BEGINNING at the intersection point of the centerlines
of State
Road 11526 (HOW Road or Jabbert6i4n Road) and State Road 0
d A;„M41527
(the old River Road), and running thence North 27 deg. min.
-, I, 1 34
I„ I
00 Sec. East with the center line of said road
thence along a ling located approximately 2 11527-377,70 feety:�:
00 feet Bouthwardly 'I:
:ndlpArallal to ths southern line Of PriCa,o Creek marsh t a
ol owing six cou �h
It raea and dLatancept
South 65 dog. 58 min. 30
I.- see. East 894.61 feetp South 79 dog. 58 min. 30 ea. East 700.00 feotl South 75 deg. 28 min.
30 sec. East 1300.0
dog. 20 min. 30 sec. East 725.00 f 0 feetj South 09
to South 46 sea.
43 min
.0i%; 30 too- East 910.00'feati South 07 a :deg. 43 min. 30 sec. Easi 526.00 feet to a Point which is 20 feet southwastwardly measured
at right angles) from the Southwestern line of the State Highway
Commission's ferry landing property, thence South 23 dog So min.".!.
30 sec- East Parallel to said Stato Highway Commission
property
;a
line and crossing StateRoad 11540 (the Ferry Road) On 11"
620,00 feet
.01 thence North 66 dog. 04 min. 30 see, East and parallel to another
.
State Highway Commission property line 602.,32 feett thence South ok .
".".23 deg. 55 min, 30 sec, East and parallel to Another State Hijhway;�
COMMA.
C N Lcn Property. line 531.21 feet to the high water line a th00%f
Tape ar River) thence with said high Water, line the following
11 courI162 and distances,
South 72 deg. 04 min.:30 see. west -;-:X,.
85-19 feet? South 25 deg- 59 min- 30 sect.
Weet378.24 fegto'southO
46"dsja 05 min. 00 118c- Wait 121.15 feetj South 584tog. 42 min.
It.. STAtt OF
eal WI
I
TH f,®XCIsDDJNJ ,1.AN%
OCT4711F,049
T
........... ......
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' l►
CONSENT TO ENTRY
The undersigned, being a duly authorized agent of Pfizer, Inc.,
hereby acknowledges the following:
La" MACT
1. Pfizer, Inc. has entered into als-eptiien to sell that real
property generally consisting of approximately one
hundred seventy (170) acres located scent to the State
Port facility, in and near Sout�O,,7, Torth Carolina, to
Bald Head Island Limited. The 2 r� is in full force and
effect as of the date of this letter.
2. Pfizer,, Inc. hereby consents to the entry upon such
property by representatives of the State of North
Carolina, including representatives of the Division of
Coastal Management (CAMA), for purposes for performing
routine inspections and site visitations relating to the
processing and consideration of an application for a
major development permit for utilization of such
property, as sought by BaldHeadIsland Limited. Prior to
any intrusive procedures, such as drilling, prior
notification is requested, and prior permission will be
required, it not being the intent of this consent to
allow other than access and visual inspection.
This .31 day of October, 1995.
PFIZER, INC.
Richard D. Benson
Authorized Agent
f:\office\kmk\consent
1k
NOV 15 1995
DIVISION OF
COASTAL MANAGEMENT

DEPARTMENT OF THE ARMY
WILMINGTON DISTRICT, CORPS OF ENGINEERS
P.O. BOX 1890
WILMINGTON, NORTH CAROLINA 28402-1890
IN REPLY REFER To May 18, 1998
Regulatory Division
Action ID No. 199602657 and State Permit No. 91-96
Mr. Ken Stewart
Bald H Island, Ltd.
s Otice Box 3069
Bald Head Island, North Carolina 28461
Dear Mr. Stewart:
Through coordination with the North Carolina Division of Coastal
Management, we have learned of your request to use an alternate design for
entrance channel breakwaters, allowing water flow to the adjacent marsh areas.
The Department of the Army permit issued on July 2, 1996, authorized dredging
of 9,000 square feet of vegetated wetlands and an additional 110,400 square
feet of non -vegetated wetlands and shallow bottom, in the Cape Fear River,
adjacent to the Prices Creek Southport/Fort Fisher ferry, on NC 210, east of
Southport, in Brunswick County, North Carolina.
Your work continues to be consistent with the provisions and objectives
of general permit No. 198000291. The permit is hereby modified to include the
work as shown on the enclosed plan. It is understood that all conditions of
the original permit remain applicable and the expiration date is December 31,
1999.
Questions or comments may be addressed to Mr. Jeff Richter in the
Wilmington Field Office at telephone [phone].
Sincerely,
G. Wayne Wright, Chief
Regulatory Division
Enclosure
RECEIVE®
MAY 2 7 1998
COASTAL MANAGEMENT

Copies Furnished (with encl):
Chief, Source Data Unit
NOAA/National Ocean Survey
Attention: Sharon Tear N/CS261
1315 East-West Hwy, Rm 7316
Silver Spring, Maryland 20910-3282
Mr. John Parker
Division of Coastal Management
North Carolina Department of
Environment and Natural Resources
Post Office Box 27687
Raleigh, North Carolina 27611
Mr. C. Robert Stroud, Jr., District Manager
Wilmington Regional Office
North Carolina Division of
Coastal Management
127 Cardinal Drive Extension
Wilmington, North Carolina 28405-3845

I q9 (,oaG
I FU7WE BASIN
PHASE ONE
STAGING AREA
_\ \ CONTACTOR
LANDING
M 4
\ 5D' TYPE Bt • is
\ LANDING� 1N3Wg�J6l+lFi6
III" -Ui � MARSH 868E g p
MARSH
I
I I
I -I
.I I,
I I
I I
DIXPg -� I
•I I�
I I
'I I
I I
I- CHANNEL CAPE FEAR RNER
.I I.
s
I I
I I
"I I
PURPOSE: DOCKING OF VESSELS BULKHEAD / JETTY LAYOUT
DATUM: MSL (NGVD)
ADJACENT PROPERTY OWNERS: DEEP POINT MARINA
1.
2. 1"=100'
DO"y r� 1171,
!t4AR G b 1.o,98
OIT!ISfOI4 JF
COASTAL MA14AGEMENT
_CAMA MAJOR PERMIT #91-96
FERRY & MARINA
IN: CAPE FEAR RIVER
AT: SOUTHPORT, NC
LOCATION: BRUNSWICK
STATE: NORTH CAROLINA
APPLICANT: BALD H AD ISLAND
DATE. 2/28 SHEET P1 OF 5

+6.0 —
12" PILES 30' Lg 0 12' CTS
CHANNEL SIDE
4:1
E
PURPOSE: DOCKING OF VESSELS
DATUM: MSL (NGVD) JETTY TYPE J1
ADJACENT PROPERTY OWNERS:
1 DEEP POINT MARINA
2. 1/4" = V-0"
VARIES
ELEV 0.0
TO —6.0
TYPE Al (6) SHEETS x 22 FT Lg
I���
EL6� D
r
iNAR L o ?-098
CIVISI,,.. 3F
COASTAL iWAIsIAGEMENT
CAMA MAJOR PERMIT #91-96
FERRY & MARINA
IN: CAPE FEAR RIVER
AT- SOUTHPORT, NC
LOCATION: BRUNSWICK
STATE: NORTH CAROUNA
APPLICANT. BALD H AD I4I AND
DATE: 2/28 SHEET P4 OF 5

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Underwater Archaeology Unit
Division of Archives and History
P.O. Box 58
Kure Beach, North Carolina 28449
910-458-9042 (phone) --910-458-4093 (fax)
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RE: 7-
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--� An Archeological Survey of the
Pfizer Tract, Deep Water Point, Southport Vicinity,
Brunswick County, North Carolina.
_3
Thomas Hargrove
October 1995
1
V7 NOV 1 15 1995 '—
LA
DIVISION OF
CO�,STAL MANAGEMENT
A Report Submitted to Bald Head Island,
b
Archseologlcal Reseatch Consultants, Inc.,
Raleigh, North Catollha.
d
DEC' ',-):s

iUt 1-13-' 96 THI 109: 09 1 D: TEL NO:
#177 P03
I
MANAGEMENT SUMMARY
The archmoloeical survey of the Pfizer tract at beep Water Point encompasses an area of
approximately 170 acres on the Cape Fear River east of Southport in Brunswick County, North
Carolina. The purpose of the survey was to examine the project area for prehistoric or historical
arehmiogicai sites with signincant remains that might be eli@ ble for notnirtation to the National
Register of Historic Places,
Since most of the proiect area is densely wooded, the sun•ey relied heavily on transects
J with screened shovel tests at inten•als of 30 m 000 feet). We did not shovel test it,, wetlands or in
highly disturbed areas (for example, the spoil basin or the ferry access road). In areas urith
- exposed ground surfaces. (access roads and the Gape Fear Rivr shoreline), the surveyors closely
examined the exposures for prehistoric and historic artifacts, The survey recorded nine
archmologicai sites in the projeu area,
1 31BW563** historic site, severely distul-hed by spoil area
3 tBW564'* historic site (nineteenth -twentieth centtny Bowensville),
with a minor prehistoric Woodland component (3113W564)
31BW565 prehistoric Middle Woodland site
31BW566 prehistoric Late Woodland site (isolated sherd)
31BR'567 prehistoric Middle Woodland site
31BW568 prehistoric Middle Woodland site
31BW569 prehistoric Middle Woodland site
31BW570 prehistoric Woodland site
1 31BW571 prehistoric Middle (?) and Late Woodland site
Most of the preNstoric sites are represented by small numbers of sherds, with no signs of
subsurface features or stratification. 31BW571 is a small Middle and Late Woodland site, with a
density of sherds (22 in one shovel test) and a deiMh (about 60 cm) suggesting that.the site could
contain intact, bunted deposits from a period dating from the Woodland.period of prehistory.
The historical-genod site at 31 BW-564"* appears to be the location of the settlement
of Bowetrsville, a small fishing, logging, and naval stores community occupied in the
nineteenth and early twentieth centuries. The site also contains an earthwork, Approximately
IW feet long, ovcrlooldng the Cape Fear River, Local historical sources state that part of beep
Water Point was garrisoned during the War of 1912, but knowledge of the location of the 1812 -
1314 military occupation has beers lost. Some of the remains at 31 BW564 might date to that
occupation.
We do not recommend additional archmologgticai work on the historical period site at
31BW563** nor on the pprehistoric sites at 3lBW565, 31BW566, 31BW567, 3113W568,
31BW569, and 31BW570.
i We do recommend Phase 9 test excavations (uncovering an area of about six square
%� meters) in the prehistoric remains 31BW571. We also recommend test excavations (remote

rHU E9: 1:: I D: TEL hG:
c
3
sensing with a metal detector, fol3owed b� the Mca%'Wion of 20 square meters) in the remains of
Bowensville and the adjacent earthwork's (31Bk'S64" r.

—_A .
JUN-13-1996 22:57 PHI RCCTING
1 910 457 9232
-Y ' 1 c. "✓tee 2
P.01
eY�
RCHAE.OLOGiCAL
Wlt�ESEARCH
CONSULTANTS, INC.
Daniel H. Weeks
Diregorof Planning
P.O.;Box 309
Bald! Head I§land, NC 28461
November 13, 1995
RE. Amhaaological Test r=cavaaons at 31 BW564, Pfizer Tract, Southport, North Carolina
Dew Mr. Weeks:
We have finished the fieldwork involved in the test excavations rs 316 W564, the histori c-
periud uie on the Cape Fear River shoreline of the Pfizer tract. Artifacts found under the
eartllwatk vt its construction after• 1812 and probably after 1864. so it is certainly not a product of
the War ofP1812 and probably not a Civil War earthwork. Evidence from the tests suggests that a
swumure, probably a house, stood near the earthwork in the last half of the nineteenth century and
the first half' of the rwentieth century. It does not appear that the site is eligible for nomivaiion to
the Nationa4 Register of f istanc Platxs. Our report of the tests on this site will not recorvmmd
preservwior, or dart recovery on this site.
1 tmiL keep you posted on the grogr*Ss of the test a:ctrrations on the small prPhisrari C site at
31 BW571. tp you have any questions, please do nothesitaie to let. rae know. Thank you.
h ours,
17vw- 0
Thomas Har&tuve
P;o, Box 25426
R1I9IQh, Worth Curohnn 27611
619 032-0429

JUH-13-19'95 42;58 iHl ACCTING 1 9101 457 9232 P'.02
t
*RCHAEOLOGICAL
ESE � RCH LI
H
CONSULTANTS, INC.
June I1, 199fs
Daniel H. Weeks
Director of Planning
P.O. Box 3M
EL-,�d Head Island, NC 2M1 I
FAX [phone]
Rs : A=haeologiaal Test Excavations at 31BW571, Pfizer Tract, Southport, North Carolina.
D ear.Mr. Weeks:
W,6 have finished the fieldwork involved in the test excavations at 31 BW571, the,
prehistoric Woodland period site in the northern section of the Pfizer tract. Although we did fund a
large number of prehistoric potsherds in two o3 the test squares, we did not find intact cultural
features or evidence for stratified cultural levels. It does not appear the site is eligible for
nomination to the National Register of Historic Places. Our report of the tests on this 4ite will net
rei�ornrnen8 preservation or data recovery on this site
If you have any questions, please do not hesitate to let me know. Thank you.
Yom,
Thomas Hargrove
P.O. Sox 25426
Ralalgh, Norlh Carolina 27611
910 832-0429
TOTAL P.»

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NC �• TRIME
PLA.4S ARE MQUIR4'J FROM CUM1A4C9 SURVEYING
PROJECT y Se1}-5
BARRIER
ISLAND STATION
�� "�T'° CASE
KITTY HAWK,
NORTH
CAROLINA
° NVMBFR: 93-0990
PROPOSED
MITIGATION
TRACT
99
_
DRAWN BY. JJ
` KITTY HAWK -
DARE COU4TT
NORTH CAROLINA
RE01EYlb. CW
CUAPA{TNS SUR4I,`"iG
V.D. Box 2794 .I
ML DEW. MLI.9
NORTH CAEDLIKA II
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DRlttiYING i]
ENVROMAE� ITAL
PROFESSIONALS INC.
_ PLANNING FOR A BETTER
ENVIRONMENT
P.O. BOX 336E
KILL DEVIL HILLS, N.C. 2?948
PHONE [phone]
FAX (919) MI 0721
htr:9t 966T'il'.1
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NOiElf; IHSH11 WQ' � .~

State of North Carolina
Department of Environment,
Health and Natural Resources 4 • A
Division of Coastal Management spa
B. Hunt, Jr., Governor ��
Jonathan B. Howes, Secretary ID E H N R
Roger N. Schecter, Director
June 5, 1996
Bald Head Island, Limited
P. O. Box 3069
Bald Head Island, NC 28461
Dear Sir:
The enclosed permitconstimtes authorization underthe Coastal AreaManagementAcS and where applicable, the State
Dredge and Fill Law, foryou to proceed with your project proposal. The original (buff -colored form) is retained by you and it
mustbe available on site whenthe project is inspected for compliance. Please sign both the original andthe copy and return the
copy to this office in the enclosed envelope. Signing the permit and proceeding means you have waived your right of appeal
described below.
Ifyou objectto the permit or any ofthe conditions, you may request ahearing pucsuantto NCGS 113A-121.1 or 113-229.
Yourpetitionforahearingmustbe Sled in accordance withNCGS Chapter 150B withthe Office ofAdminisuadve Hearings, P.O.
Drawer I1666,Raleigh,NC 27611, [phone] withhmtwenty(20) days ofthis decisiononyourpermit You should also beaware
that if another qualified party submits a valid objection to the issuance ofthis permit within twenty (20) days, the matter must
be resolved prior to work initiation. The Coastal Resources Commission makes the final decision on any appeal.
The projectplan is subject to those conditions appearing on the permit form. Otherwise, all work must be carried out
in accordance with your application. Modifications, time extensions, and future maintenance require additional approval. Please
read your permit carefully prior to starting work and review all project plans, as approved. If you are having the work done by
a contractor, it would be to your benefit to be sure that he fully understands all permit requirements.
From time to time, Department personnel will visit the project site. To facilitate this review, we request that you
complete and mail the enclosed Notice Card just prior to work initiation. However, if questions arise concerning permit
conditions, environmental safeguards, orproblem areas, you may contact Departmempersonnel at anytime for assistance. By
working in accordance with the permit, you will be helping to protect our vitally important coastal resources.
Very sincerely,
John .Parker, Jr.
Major Permits Processing Coordinator
JRP:jr/amw
Enclosure
P.O. Box 27687, Niq�CAn
FAX [phone]
Raleigh, North Carolina 27611-7687 � Equal Opportunity/Affirmative Action Employer
Voice 919-733-2293 , 50% recycled/l0% post -consumer paper

NORTH CAROLINA
Currituck County
CERTIFICATION
THIS CERTIFICATION is issued in conformity with the requirements of Section 401 Public
Laws 92-500 and 95-217 of the United States and subject to the North Carolina Division of
Environmental Management Regulations in 15 NCAC 2H, Section .0500 to N. C. Department of
Transportation resulting in 47.36 acres of impact (2459 acres of wetland and 22.77 acres of ditches/open
water) in Currituck County pursuant to a revised application filed on the 6th day of October of 1995 to
widen NC 168 from Moyock to Barco.
The Application provides adequate assurance that the discharge of fill material into the waters of
North River and/or Currituck Sound in conjunction with the proposed development in Currituck County
will not result in a violation of applicable Water Quality Standards and discharge guidelines. Therefore,
the State of North Carolina certifies that this activity will not violate the applicable portions of Sections
301, 302, 303, 306, 307 of PL 92-500 and PL 95-217 if conducted in accordance with the application and
conditions hereinafter set forth
Condition(s) of Certification:
1. That the activity be conducted in such a manner as to prevent significant increase in
turbidity outside the area of construction or construction related discharge (50 NTUs in
streams and rivers not designated as troutmaters by DEM; 25 NTUs in all saltwater
classes, and all lakes and reservoirs; 10 NTUs in trout waters).
2. DEM shall be copied on all mitigation reports.
3. Compensatory wetland mitigation shall be in accordancemith,the Corps of
Engineers. DEM shall be copied on the approved iatio, size, location and method of debit
(restoration, enhancement, creation and preservation).
4. Borrow and waste areas shall not be in wetlands.
5. Land clearing in wetlands shall conform to Method ll (no clearing beyond toe of slope).
If this impact is required, DOT shall contact DEM for a modification of the 401
Certification.
6. "Ditch" impacts will be mitigatedby "in -kind" new ditches. DOT shall determine the
effect of lateral ditching on the widened road and include that impact in the mitigation plan.
Violations of any condition herein set forth shall result in revocation of this Certification. This
Certification shall become null and void unless the above conditions are made conditions of the Federal
404 and/or coastal Area Management Act Permit. This Certification shall expire upon expiration of the
404 or CAMA permit.
If this Certification is unacceptable to you have the right to an adjudicatory hearing upon written
request within sixty (60) days following receipt of this Certification. This request must be in the form of
a written petition conforming to Chapter 150B of the North Carolina General Statutes and filed with the
Office of Administrative Hearings, P.O. Box 27447, Raleigh, N.C. 27611-7447. If modifications are
made to an original Certification, you have the right to an adjudicatory hearing on the modifications upon
written request within sixty (60) days following receipt of the Certification. Unless such demands are
made, this Certification shall be final and binding.
This the 31st day of May, 1996
DIVISION OF ONMENTAI
WQC #3016
ton Jr.

North Carolina Department of Cultural Resources
James B. Hunt Jr., Governor Division of Archives and History
Betty Ray McCain, Secretary Jeffrey J. Crow, Director
July 24, 1996
TO: ✓ John R. Parker Jr., Chief
Major Permits Processing Section
Division of Coastal Management , DEHNR
Colonel Robert J. Sperberg, District Engineer
Army Corps of Engineers, Wilmingtor) District
FROM: David Brook 6�
Deputy State Historic Preservation Officer
SUBJECT: Bald Head Island, Ltd./Pfizer Tract, Deep Water
Point, develop marina and operations complex,
Brunswick County, CAMA Permit 91-96, ER 96-
8055
CAMA permit number 91-96, issued June 6, 1996, to Bald Head Island, Ltd.,
contained the following conditions regarding archaeological resources:
Prior to initiation of ground -disturbing construction activities in the immediate
vicinity of archaeological sites 31BW564** and 31BW571, an archaeological
assessment (site testing) will be conducted to evaluate if the sites are eligible
for listing in the National Register of Historic Places.
If either site 31BW564** or 31BW571 is determined eligible for listing in the
National Register of Historic Places, and if the site will be adversely affected
by proposed construction activities, a detailed impact mitigation plan will be
developed and executed.
All archaeological investigations will be conducted under the direction of an
experienced archaeologist. Upon completion of the site testing and
evaluation process, a written report will be submitted to the North Carolina
Division of Archives and History. Any mitigation plans developed for the
sites must be approved by the Division of Archives and History prior to
implementation.
We have received two reports detailing the results of archaeological testing of sites
31 BW564* * and 31 BW571 from Archaeological Research Consultants (rjUL311996
Based on the results of the site testing, ARC determined that neither site
31BW564** nor 31BW571 was eligible for listing in the National RegistHistoric Places. Further, ARC recommended that no additional archaeolo00)
109 East Jones Street • Raleigh, North Carolina 27601-2807

State of North Carolina
Department of Environment,
Health and Natural Resources
Wilmington Regional Office
Division of Coastal Management
James B. Hunt, Jr., Governor
Wayne McDevitt, Secretary
Roger N. Schecter, Director
April 3, 1998
Bald Head Island Limited
c/o Ken Stewart
Post Office Box 3069
Bald Head Island, North Carolina 28461
Dear Mr. Stewart:
1r
rI�
NCDENR
NORTH CAROLINA DEPARTMENT OF
ENVIRONMENT AND NATURAL RESOURCES
This is with reference to your request to modify State Permit # 91-96, which was renewed on 6/3/96,
and will expire on 12/31/99. The action proposed in your submittal is an alternate design for entrance
channel breakwaters, to allow water flow to the adjacent marsh areas.
The project is located in Southport, off SR 1540, adjacent to the Cape Fear River, in Brunswick County.
Upon reviewing the submittal I have determined that the proposed action is consistent with existing State
rules and regulations and is in keeping with the original purpose and intent of the permit.
I hereby submit this Letter of Refinement authorizing the modification of State Pennit # 91-96, as
described in your letter and plans dated 3/5/98, and received in our office on 3/6/98. The proposed
breakwater design change is the only portion of your request that is authorized by this refinement. The
requested site changes must be proceeded by DWQ and DLQ authorizations, as noted in our letter of
3/23/98. By copy of this letter we are also notifying the U. S. Army Corps of Engineers of our action.
If you have any questions concerning the above or if I can be of any other assistance, please advise.
Sincerely,
C. Robert Stroud, Jr.
District Manager
cc: E. F. Brooks, DCM
Josann Campanello, LPO
Jeff Richter, COE
John Parker, DCM
Charles Jones, DCM
RECEIVED
APR 0 6 1998
COASTALMANAGEMENT
127 Cardinal Drive Extension, Wilmington, N.C. 28405-3845 • Telephone [phone] • Fax [phone]
An Equal Opportunity Affirmative Action Employer

March 5, 1998
Mr. Ed Brooks
North Carolina Division of Coastal Management
127 Cardinal Drive Extension
Wilmington, NC 28405-3845
PATON/ZUCCHINO
fi ASSOCIATES. P.A.
RE: Permit Refinement Request— Major CAMA Permit #91-96
Deep Point Marina -- Southport, NC
Dear Mr. Brooks:
1N3A'90VNVV4 -]V1SHO0
AO "101SlA10
Z
Bald Head Island Management, Inc. is currently constructing the first phase of the Deep Point
Marina under a Major CAMA Permit. During the course of final engineering and planning,
several minor program and layout changes have been recommended. We are forwarding the
phase one modifications for your review.
We are requesting issuance of a letter of permit refinement acknowledging and approving the
following refinements:
1. Final layout of the marine maintenance, contractor parking and barge landing service areas.
These areas have been refined from the Master Land Use Plan approved under the permit.
2. A final perforated bulkhead design for the wetland and marsh zones bordering the marina
channel to promote flushing. The proposed bulkhead detail and location are attached (see
bulkhead type 1-2).
3. Construction of a temporary contractor's ferry landing and temporary bulkhead immediately
north of the barge landing. Both structures will be removed after Phase Two marina basin
improvements are completed.
Also attached for your files is a copy of the Phase One stormwater and erosion control plans
which have been submitted to NCDWQ and NCDLQ, respectively. Please contact me if you
require any additional information or clarification concerning this request. If desired, we are
available to meet with you at the project site at your convenience. .-,
p
��5�
Very Truly Yours, � �
�rAz
U� bw at "
Lawrence R. Zucchino, ASI.A
Paton/Zucchino & Associates, P.A.
Attachments
I.RZJcd/bhim5a
cc: Mr. Andy Sayre, BHIC
COAS f n- ,v„�ivnUErAENT
Land Planting
Landscape Architecture
Suite 101
1001 Wade Avenue
Raleigh. N.C. 27605
919-834-8620
FAX [phone]
Ak titv.paton-zucchino.con
email:[e-mail]

FUTURE BASIN
MARSH
MHW
/
/ I
Y PHASE ONE m
\/ BASIN w I� BARGE LANDING
\k STAGING AREA
\ Ali
\TEMPORARY
\ CONTRACTOR -
LANDING I /
m \ /
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\ 50' TYPE Bi
1 \ LANDING� LN3W�QyAIyyV lb
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CHANNEL -�
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PURPOSE: DOCKING OF VESSELS
DATUM: MSL (NGVD)
ADJACENT PROPERTY OWNERS:
1.
CAPE FEAR RIVER
ROOD
EBB
BULKHEAD / JETTY LAYOUT
DEEP POINT MARINA
r(o ',� ,J li
MAR G b 1998 --J
DE'!IS1Q!v OF
COASTAL MANAGEMENT
CAMA MAJOR MAJOR PERMIT#91-96-96
FERRY & MARINA
IN: CAPE FEAR RIVER
AT: SOUTHPORT, NC
LOCATION: BRUNSWICK
STATE: NORTH CAROLINA
1 "=100'
SHEET P7 OF 5

-ten
PURPOSE: DOCKING OF VESSELS
DATUM: MSL (NGVD)
ADJACENT PROPERTY OWNERS:
BULKHEAD TYPE B2
DEEP POINT MARINA
CAMA MAJOR PERMIT #/91-96
FERRY & MARINA
IN: CAPE FEAR RIVER
AT: SOUTHPORT, NC
LOCATION: BRUNSWICK
STATE: NORTH CAROLINA
= 1'-0.
DATE:
SHEET P3 OF 5

+6.0 —
12' PILES 30' Lg ® 12' CTS
CHANNEL SIDE VARIES
ELEV 0.0
TO —6.0
PURPOSE: DOCKING OF VESSELS
DATUM: MSL (NGVD)
ADJACENT PROPERTY OWNERS:
1.
2.
—6.0
JETTY TYPE J1
DEEP POINT MARINA
TYPE Al (6") SHEETS x 22 FT Lg
T���ITVT DO
iAR G 5 1998
D!VIS!1r, JF
COASTAL. IViAIdAG EMENT
CAMA MAJOR PERMIT #91-96
FERRY & MARINA
IN: CAPE FEAR RIVER
AT: SOUTHPORT, NC
LOCATION: BRUNSWICK
STATE: NORTH CAROLINA
DATE:
SHEET P4 OF 5

+8.0 —
12"0 PVC SLEEVES ® 3' CTS
INV. = —2.5
CHANNEL SIDE.
4:1
TYPE Al (B") SHEETS x 22 FT
PURPOSE: DOCKING OF VESSELS
DATUM: MSL (NGVD)
ADJACENT PROPERTY OWNERS:
1.
12" PILES 30' Lg @ 12' CTS
VARIES FROM
ELEV —2 TO
ELEV 0.0
lolgilva DO
MAR 0 6 1.9°R
Dll lic
COASTAL IviAoit 60VIENT
JETTY TYPE J2
DEEP POINT MARINA
_CAMA MAJOR PERMIT #91—
FERRY & MARINA
IN: CAPE FEAR RIVER
AT: SOUTHPORT, NC
LOCATION: BRUNSWICK
STATE: NORTH CAROLINA
= 1'-0"
DATE:
SHEET P5 OF 5

DEPARTMENT OF THE ARMY
WILMINGTON DISTRICT, CORPS OF ENGINEERS
P.O. BOX 1890
WILMINGTON, NORTH CAROLINA 28402-1890
REPLY TO
ATfENT*N OF
July 2, 1996
Regulatory Branch
Action ID No. 199602657 and State Permit No. 91-96
Bald Head Island, Ltd.
c/o Mr. Dan Weeks
Post Office Box 3069
Bald Head Island, North Carolina 28461
Dear Mr. Weeks:
Reference your application for a Department of the Army permit to dredge
9,000 square feet of vegetated wetlands and an additional 110,400 square feet
of non -vegetated wetlands and shallow bottom, in the Cape Fear River, adjacent
to the Prices Creek Southport/Fort Fisher ferry, on NC 210, east of Southport,
in Brunswick County, North Carolina.
Your proposal has been reviewed and found to be consistent with the
provisions and objectives of general permit No. 198000291. Therefore, you may
commence construction activity in strict accordance with applicable State
authorization and the enclosed plan. Failure to comply with the State
authorization or conditions of the general permit could result in civil and/or
administrative penalties.
If any change in your work is required because of unforeseen or altered
conditions or for any other reason, plans revised to show the change must be
sent promptly to this office and the North Carolina Division of Coastal
Management prior to performing any such change or alteration. Such action is
necessary as revised plans must be reviewed and the authorization modified.
Questions or comments may be addressed to Mr. Jeff Richter, Wilmington
Field Office, Regulatory Branch, telephone [phone].
Sincerely,
G. Wayne Wright
Chief, Regulatory Branch
Enclosure
Ws'
NA"We'vr

Copies Furnished with enclosure:
Chief, Source Data Unit
NOAA/National Ocean Service
Attn: Sharon Tear N/CS261
1315 East-West Hwy., RM 7316
Silver Spring, Maryland 20910-3282
Mr. John Dorney
Division of Environmental
Management
North Carolina Department of
Environment, Health and
Natural Resources-
4401 Reedy Creek Road
Raleigh, North Carolina 27607
Mr. Thomas Welborn, Chief
Wetlands Regulatory Section - Region IV
Wetlands, Oceans and Watersheds Branch
U.S. Environmental Protection Agency
345 Courtland Street
Atlanta, Georgia 30365
Almoi
John Parker
ision of Coastal Management
th Carolina Department of
nvironment, Health and
Natural Resources
Post Office Box 27687
Raleigh, North Carolina 27611-7687
Mr. John Hefner ,
U.S. Fish and Wildlife Service
Fish and Wildlife Enhancement
Post Office Box 33726
Raleigh, North Carolina 27636-3726
Mr. Larry Hardy
National Marine
Pivers Island
Beaufort, North
Fisheries Service
Carolina 28516
Mr. Bob Stroud, District Manager
Wilmington Regional Office
North Carolina Division of
Coastal Management
127 Cardinal Drive Extension
Wilmington, North Carolina 28405-3845

State of North Carolina
Department of Environment
and Natural Resources
Wilmington Regional Office
Division of Coastal Management
James B. Hunt, Jr., Governor
Wayne McDevitt, Secretary
Donna Moffitt, Director
TO: Doug Huggett
Permits Section, DCM
FROM: E. F. Brooks �%j
Field Representative, YSC
THROUGH: C. Robert Stroud, Jr.
District Manager, Wilmington, DCM
DATE: 7/ 15/99
1�
NCDENR
NORTH CAROLINA DEPARTMENT OF
ENVIRONMENT AND NATURAL RESOURCES
P . IIF0.
JUL 2 0 7999
COAST& MANAGEMENT
SUBJECT: Request for modification of State Permit #91-96 (Deep Point Marina)
Bald Head Island Management, Inc.
The applicant has submitted the enclosed plans for the addition of rip rap extensions to the ends of the
entrance channel bulkheads at the Deep Point Marina project. Wave action is eroding around the ends of
the wing walls and up the back side of the bulkheads. The applicant hopes to stabilize this urgent situation
with the rip rap extensions. I have spoken with Jeff Richter, USACOE, and Joanne Steenhuis, DWQ, and
both have verbally agreed with trying to abate the immediate situation with the CAMA Minor
Modification process. However, our discussion centered on a unanimous concern that this measure may
only be a band -aid, that will likely result additional requests for more rip rap, once the erosion reached
the end of the initial installation.
I recommend a minor modification be issued to authorize the proposed rip rap extensions, but, with a
requirement that the applicant prepare and submit an engineered solution as a contingency plan, should
the rip rap not solve this problem. Further, the applicant should be aware that, if the problem continues,
a last minute request for additional rip rap authorization will not be available.
I
127 Cardinal Drive Extension, Wilmington, N.C. 28405-3845 O Telephone [phone] O Fax [phone]
An Equal Opportunity Affirmative Action Employer

June 22, 1999
Division of Coastal Management
127 North Cardinal Drive
Wilmington, NC 28405
Dear Ed:
Bald Head Island Management, Inc. previously submitted a letter of refinement request
for a phasing plan modification and the placement of rip rap along the river edge to stop the
erosion of the marsh on the outside of the entrance jetty system at the Deep Point Marina (Pfiser
Tract). By telephone conversation, you asked that the rip rap be resubmitted as a minor
modification.
By this letter, with drawings and a $50.00 check included, Bald Head Island
Management, Inc. is requesting a minor modification to CAMA permit # 91-96 to place rip rap
on the wing walls as depicted on the drawings. It is my understanding that you will process the
refinement request, with the rip rap portion deleted, as already submitted.
Thank you for your consideration.
Cordially,
Bald He Ad Island Management
Ken Stewart
KS:bjg
Enclosures
cc: John Haley
BALD HEAD ISLAND
Post Office Box 3069 • Bald Head Island, North Carolina 28461 • [phone] • [phone]
w baldheadisland.conn

Form DCM-MP-1
APPLICATION
(To be completed by all applicants)
1. APPLICANT
a.
171
Landowner:
Name Pfizer, Inc.
Address 235 E. 42nd Street
City New York State NY
Zip 10017 Day
Fax [phone]
Authorized Agent:
Phone [phone]
r(C i.�'J -
NOV 15
19
b. Citty, town, wmmunity or landmark
outhport, North Carolina
c. Street address or secondary road number
S.R. 1540
d. Is proposed work within city limits or planning
jurisdiction? X Yes No
e. Name of body of water nearest project (e.g. river,
creek, sound, bay) Cape Fear River
3. DESCRIPTION AND PLANNED USE
OF PROPOSED PROJECT
Name Bald Head Island Limitc-QIVISION Ug. List all development activities you propose (e.g.
MANAUEMbWing a home, motel, marina, bulkhead, pier, and
P. O. Box 3 0 6 9 excavation and/or filling activities.
Address Operations complex for Bald Head
Island, Limited which will cones
City Bald Head Island State NC marina fold
or passenger ferry andbar§
marine maintenance facilityparking
orrices,
Zip 2a4r,1 Day Phone [phone]
Fax [phone]
c. Project name (if any)
Pfizer Tract
N07E. Fermit will be issued in name of lm+dow er(s), and/or
project name.
2. LOCATION OF PROPOSED
PROJECT
a. County
Brunswick
b. Is the proposed activity maintenance of an existing
project, new work, or both? New work
c. Will the project be for public, private or commercial
use? Private
d. Give a brief description of purpose, use, methods of
construction and daily operations of proposed
project. If more space is needed, please attach
additional pages Land based operationfox
access to and from Bald HeadIslanc
for residents, resort guests,
employees & contractors. Tnemarinz
will be dredged withspoil being
disposed of on site. Road beds,
parking areas will be constructed
with heavy equipment with detailed
construction by a general contract
v..ae.a na/oc

Form DCM-MP-1
4. LAND AND WATER
CHARACTERISTICS
a. Size of entire tract 171.8 AC
b. Size of individuallot(s)
N/A
c. Approximate elevation of tract above MHW or
NWL Varies from 7 MSL to 26 MSL
in. Describe existing wastewater treatment facilities.
Existing into the City of
Southport.
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.)
Surfact runoff.
d. Soil type(s) and texture(s) of tray existing drinking water supply source.
Wando, Lakeland, Foreston a f Southport.
Leon Lynnhaven
e. Vegetation on tract Mixed hardwoo_NOV 15 19&5
i3 pine with uis ur a ive oaks
IVISION OF
on site.
f. Man-made features now on tract ExistC-a-ASTAL MA
Bald Head Island construction 5. ADDITIONAL INFORMATION
barge landing and old dirt roads.
g. What is the CAMA Land Use Plan land
classification of the site? (C uult the local land use plan.)
Municipal and Urban Transitional
Conservation Transitional
Developed Community
Rural x Other
In addition to the completed application form, the
following items must be submitted:
•
TR Transitional Res. DI Devel. Industrial
h. How is the tract zoned by local government?
i. Is the proposed project consistent with the applicable
zoning? X Yes No
(Aaach Zoning compliance certificate, if applicable)
wllrequire conditional use permit
j. Has a professional archaeological assessment been
done for the tract? X Yes No
If yes, by whom? Thomas Hargrove
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
1. Are there wetlands on the site? X Yes —No
Coastal (marsh) Other X
If yes, has a delineation been conducted? Yes
(Aaach doevmenudon, if avallabkJ
A copy of the deed (with state application only) or
other instrument under which the applicant claims title
to the affected properties. If the applicant is not
claiming to be the owner of said property, then
forward a copy of the deed or other instrument under
which the owner claims title, plus written permission
from the owner to carry out the project.
• An accurate, dated work plat (including plan view
and cross -sectional drawings) drawn to scale in black
ink on an 8 1/2" by 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 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

Form DCM-MP-1
site. Include highway or secondary road (SR)
numbers, landmarks, and the like.
A Stormwater Certification, if one is necessary
A list of the names and complete addresses of the
adjacent waterfront (riparian) landowners and
signed return receipts as proof that such owners
have received a copy of the application and plats
by certified mail. Such landowners must be advised
that they have 30 days in which to submit comments
on the proposed project to the Division of Coastal
Management. Upon signing this form, the applicant
further certifies that such notice has been provided.
Name James Hamer
Address P. 0. Box 10548 Southoort.Nc 28461
Phone
Name an Harrelson
Address F n ^nx 10100 N' 78d:,1
Phone [phone]
Name Arch- Dar; -Is Odem
.Address n n a,�,r IL-70 TT
Phone
• A list of previous state or federal permits issued for
work on the project tract. Include permit n`umber�V
permirtee, and issuing dates. DIVI
6. CERTIFICATION AND PERNIISSION
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 thi.,
application is truthful to the best of my knowledge.
This is the,
15 1WH5it Name
SION OF
COASTAL MANA iO 4
Landowner or Autnori;ed Agrn
16th day of Oct. ig 95 .
• A shed: for $250 made payable to the Department of
Environment, Health, and Natural Resources
(DEHNR) to cover the costs of processing the
application.
• A signed AEC hazard notice for projects in
oceanfront and inlet areas.
• A statement of compliance with the N.C.
Environmental Policy Act (N.C.G.S. 113A - 1 to
10) If the project involves the expenditure of public
funds or use of public lands, attach a statement
documenting compliance with the North Carolina
Environmental Polity Act.
Please indicate attachments pertaining to your proposes
proj ect.
x DCM MP-2
Excavation and Fill Information
g DCM M0-3
Upland Development
x DCM MP-4
Structures Information
DCM MP-5
Bridges and Culverts
X DCM MP-6
Marina Development
NOTE. Please sign and dare each attachment in th,
space provided at the bottom of each form.

-NO
:CAVATION ENOV 7
IDFILE 15 1995
L aoL;t(;N OF
idges and culverts) COASTAL MANAGEMENT
form to Joint Application for CAMA Major
)rm DCM-MP-1. Be sure to complete all
ons of the Joint Application that relate to this
)roject.
)elow the purpose of proposed excavation or
ies. All values to be Given in feet.
'r (Nw'L)
a
ikwater
:r
lading
)tdine
abilimtion)
Average Fecal
E=twg Project
Length width Depth Depth
757150'+3
—10,
700'I300'
+9
I—S'
M—Fc
♦
m
.1C
ti
1
1. EXCAVATION
a. Amount of material to be excavated from below
MHW or NWL in cubic yards 13 , 000 cubic vd
b. Type of material to be excavated Sand
c. Does the area to be excavated include coastal
wetlands (marsh), submerged aquatic vegetation
(SAVs) or other wetlands? X Yes _ No
d. High round excavation in cubic yards 208 , 000
cubic yds.
2. DISPOSAL OF EXCAVATED
MATERIAL
a. Location of disposal area East of Marina
Existing spoil basin site.
b. Dimensions of disposal area 1, 6 0 0' x 3 0 0'
c. Do you claim title to disposal area?
X Yes 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 Location

Form DCNI-NSP-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
If yes,
(1)
(2)
Amount of material to
water
Dimensions of fill area.
0) Purpose of fill
be placed in the
b. Will fill material be placed in coastal wetlands
3. SHORELINE STABILIZATION (marsh), es or other wetlands?�r H� Yes X No
a. Type of shoreline stabilization ( ) imensions of rill area
X Bulkhead X Riprap NOV 15 1995
(2) Purpose of rill
b. Length
OF
3400 LF (Bulkhead) MANAGEMENT
1800 LF Rip Rap
Average distance waterward of IvMW or NWL
200' _
d. Max:! -,,um distance waterward of MHW or NWL
400,
e. Shoreline arosion during preceding 12 months
No information coven at this time.
(Source of infor ion)
f. Type of bulkhead or riprap material Concrete
Bui,khead and PVC Panels
;. Amount of fill in cubic yards to be placed below
water level
(1) Riprao 285 cubic yards
(2) Bulkhead back -fill None
Type of fill material Sand & muck
Source of fill material On site
OTHER FILL ACTIVITIES
(Excluding Shoreline Stabilization)
Will fill material be brought to site?
Yes X No
5. GENEMA-L
a. How will excavated or fill material be kept on site
and arosion controlled? Disposed into `
existinq spoil basin site
b. What type,of construction equipment will be used
(for example, ,dragline, backhoe, or hydraulic
dredge)?
Dredge, backhoe and bulldozer
c. Will wetlands be cr ssed in transposing equipment
to project site? _ Yes X No
If yes, explain steps that will be taken to lessen
environmental impacts.
Pfizer Tract
Z *
atVureBa a Head Island
Director oqf planning
October 16, 1395
Date

Form DCM-,11P-3
U-PLAND
DEVELOPMENT Nov 15 1995
(Consr uc ion and/or land disturbing activities) OF
es) COASTAL MANAGEMENT
Attach this form to Joint Application for CAMA Major
Pe.^tit, Form DCM-MP-1. Be sure to complete all
other sections of the Joint Application that relate to this
proposed project.
a. Type and number of buildings, facilities, units or
st-ucntres proposed 6 Marine related
structures
b. Number of lots or parcels No residential
developmentproposed at this time.
c. Density (give the number of residential units and the
units per acre) N%A
v
d. Size of area to be graded, filled or disturbed
inauding roads, ditches, etc. 53 AC
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? 'Yes - X No
If yes, date submitted Will submit plan
prior to development.
f. List the materials (such as marl, paver stone,
asphalt, or concrete) to be used for paved surfaces.
Marl, concrete, asphalt,
concrete pavers.
g. Give the percentage of the tract within 75 feet of
MHW or NWL, or within 575 feet in the case of an
Outstanding Resource Water, to be covered by
impervious and/or built -upon surfaces, such as
pavement, buildings, rooftops, or to be used for
vehicular driveways or parking. 112,900 SF
h. Projects that require a CAMA Major Development
Permit may also require a Stormwater Certification.
Has a site development plan been submitted to the
Division of Environmental Management for review?
X yes No
If yes, date submitted October 16, 1995
i. Describe proposed method of sewage disposal.
Se_otic tank witn ground abscrptio
or connection to City of soithaort
j. Have the faciiities described in Item L above
received state or local approval? No
(.4=c+ mprgv i rz doetm .Dn)
k. Describe location and type of proposed discharges to
warers of the state (for example, surface runoff,
sanitary wastewater, indust ial/co=ercial a^:Lent,
"wash down" and residential discharges).
Surface runoff into crass swales,
infiltration basin andretention
basins.
1. Describe proposed drinking water supply source
(e.g. well, community, public system, etc.)
Community, well and public
m. Will water be impounded? Yes x No
If yes, how many acres?
n. If the project is a oceanfront development, when
was the lot(s) platted and recorded? NA
Pfizer Tract
for 'ea ante
eaIslandea
S cure Director of Planning
October 16, 19955
Dam

Form DCM-MP4
STRUCTURES
(Construction within Public Trust Areas)
Attach this form to Joint Application for CAMA Major
Permit, Form DCM-MP-1. Be sure to complete all
other sections of the Joint Application which relate to
this proposed project.
a. Dock(s) and/or Pier(s)
(1) _ Commercial _Community X Private
(2) Number No slips at this time.
(3) Length
(4) Width
(5) Finger Piers _Yes —No
(i) Number
(ii) Length
(iii) Width
(6) Platform(s) X Yes _ No
(i) Number 3
(ii) Length 400' (Total)
(Hi) Width 10,
(7) Number of slips proposed Not vet determined
(8) Proximity of structure to adjacent riparian
property lines 1000,
(9) Width of water body 300' at Marina
(10) Water depth at waterward end of pier at
MLW or NWL -10 MLw
b. Boathouse (including covered lifts)
(1) Commercial Private
(2) Length
(3) Width
c. Groin (e.g. wood, sheetpile, etc.)
(1) Number
(2) Length(s)
d. Breakwater (e.g. wood, sheetpile, etc.) Jetty
(1)
Length 350' and 460'
(2)
Average distance from MHW, NWL or
wetlands 200' Avg.
(3)
Maximum distance beyond MHW, NWL or
wetlands 460'
NOV 151995
DIVISION OF
COASTAL MANAGEMENT
e. Mooring buoys
(1) _ Commercial _Community _ Private
(2) Number
(3) Description of buoy
(Color, inscription, size, anchor, etc.)
(4) Width of water body
(5) Distance buoy(s) to be placed beyond
shoreline
f. Mooring structure (boatlift, mooring pilings, etc.)
(1) _Commercial _Community X Private
(2) Number 4
(3) Length 150,
(4) Width 10 0
g. Other (Give rnmplste description)
Please note all survey informatior
based on NVGD as surveyed by
Brunswick Surveying.
Pfizer Tract
Sig=t= Bald Head 1Td
Director of Planning
October 16, 1995 _
Date

Form DCM-11AP-6
MARINA
DEVELOPMENT`- .O,,,�,i'i
(Required for the mooring of more than 10 vessels)
Armch this form to Joint Application for CAMA Major
Permit, Form DCM-MP-1. Be sure to complete all
other sections of the Joint Application that relate to this
proposed project.
1. MARINA CHARACTERISTICS
a. Check below the type of marina proposed.
X Commercial Public Residential
b. Will the marina be open to the general public?
Yes x No
c. If there is residential development associated with
the marina, how many units or lots are planned and
how many are currently developed?
Yes, potential future residential
development.
d. Check all of the types of services to be provided.
N/AFull service, including travel lift and/or rail
X Dockage, fuel, and marine supplies
Dockage ("wet slips") only
Number of slips No slips at this time.
None Dry storage
Number of boats N/A
Boat ramp(s)
Other (describe) Barge Landing
e. Check below the proposed type of siting.
X Land cut and access channel
X Open water with dredging for basin and/or
channel
Open water, no dredging required
Other (describe)
f. Describe the typical boats to be served (for example,
open runabout, charter boats, sail boats, mixed
types).Passenger, sailboat & barge
DIVISION OF
COASTAL MANAGEMENT
g. Jpical boat length
h. Maximum boat length
7 0 '
Are any floating structures planned? Possible
If so, describe No slips at this time,
Possible �nuture_development,
and not part of this submittal.
2. MARINA OPERATIONS
a. Check each of the following sanitary facilities that
will be included in the proposed project.
a Office toilets
6 Toilets for patrons
Number 10
Location Structures adjacent tq
z Showers marina.
Boat holding tank pumpout
Type and locations; ram!-+1 v to s-w-r
b. Describe treatment type and disposal location for all
sanitary wastewater. Septic tank with
ground absorption.
c. Describe the disposal of solid waste, fish offal and
trash disposal. City of Southport
d. How will overboard discharge of sewage from boats
be controlled? Pump out station
to City o Sout port sewer.
e. Give the location and number of "No Sewage
Revised 03/95
Discharge" signs proposed.

Form DCM-NIP-6
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 from vessel mainte-ante be
disposed of? N/A
h. Give the number of channel markers and "No
Wake" signs proposed. 1
i. Give the location of fuel -handling facilities, and
describe the safety measures planned to protect area
water quality. Yes - Fuel delivery to
bulk fuel above around tanks.
j. Describe design measures that promote boat basin
flushing or circulation and that reduce water quality
impacts. Marina access angled to
increase flushing during low
tidal flows. In ad ition, access
channel slopes from-8 MSL to-10 MSL
at entry.
k. What will be the marina policy on overnight and
live -board dockage? N/A
1. Is the proposed marina located near any shellfish
leases? Yes X No
If yes, give the name and address of the leaseholder.
m. If this project is an expansion of an existing marina,
what types of services are currently provided?
No
n. How many slips are now available? None
o. Is the marina proposed within a primary or
secondary nursery area? Yes X No
p. Is the marina proposed within an area open to
shellfish harvesting? Yes X No
q. Give the location and
Available" signs proposed
Pfizer Tract
number of "Pumpout
2
laid Head Island
Direc*or f Planning
October 18, 12,95
Daw
NOV 15 1995
DIVISION OF
COASTAL MANAGEMENT
n_. .A mroc

DWI:SION Off, COASTAL MANAGEMENT
APPLICATION TRANSMITTAL/PROCESSING RECORD
A) APPLICANT: Bald Head Island, Ltd./Pfizer Tract COUNTY: Brunswick
LOCATION OF PROJECT: S. side of NC Hwy 211 (Ferry Rd.) and the Price's Creek
Southport/Ft. Fisher terminal, adj to the Cape Fear River, just east of the Southport City limits
DATE APPLICATION RECEIVED COMPLETE BY FIELD: 11/15/95
FIELD RECON MENDATION: Attached - No To Be Forwarded - Yes
CONSISTENCY DETERMINATION: Attached - N/A To Be Forwarded - N/A
FIELD REPRESENTATIVE: E. F. Brooks DISTRICT Wilmington
DISTRICT MANAGER REVIEW:
B) DATE APPLICATION RECEIVED IN RALEIGH:FEE REC'D: $ - o
PUBLIC NOTICE REC'D: �' END OF NOTICE DATE: -,—.\ % Sb
ADJ. RIP. PROP NOTICES REC'D: DEED REC'D: p
APPLICATION ASSIGNED TO: ON: N 9._
C) 75 DAY DEADLINE: 150 DAY DEADLINE:
MAIL OUT DATE: �,� �D�� STATE DUE DATE:
FEDERAL DUE DATE: / / 9 - 9 G FED. COMMENTS REC'D: 9 6
PERMIT FINAL ACTION: ISSUE DENY DRAFT ON 3 9' (>
AGENCY
DATE COMMENTS
RETURNED
OBJECTIONS
YES NO
NOTES
Coastal Management Diet. Office
Div. of Community Assistance
Land Quality Section
Div, of Env. Management
4p i
S- 29- 9 4
�.
;zate Property Office
Div. of Archives & History
I 7z"l-1�
Div. of Env. Health
1 ,PC
Div. of Highways
t
Wildlife Resources Commission
Div. of Water Resources
1
Div. of Marine Fisheries
f
..1

.off TarU-r
•Recommendations for State Permit - Bald head Island/Pfizer tract
The consistency of the proposed marina project will be based upon the interpretation of the word
"significant" in 7H.0208(b)(5)(A)(ii). There are two aspects of the proposed marina which I would
consider to present significant adverse impacts. The 750 feet long marina entrance channel will create
the loss of 41,000 square feet of vegetated coastal wetlands. Second, the proposed construction of
armored jetties to stabilize the marina entrance channel would extend +400 feet into the open water
area of the Cape Fear River, and may constitute a hinderance to navigation. It appears that the wetland
loss could be substantially decreased with a slight realignment of the marina entrance channel to the
east, through the southwest end of the existing spoil area. The reduction in wetland losses would be
from 41,000 square feet to approximately 15,000 square feet. The proposed jetties to extend +400 feet
into open water certainly present an obstacle to navigation, however, a pier could be permitted to
approximately the same distance.
I recommend a realignment of the marina entrance channel, approximately 150-200 feet to the west, to
minimize wetland impacts. Provided this can be incorporated into the project, I recommend standard
upland basin and marina permit conditions, as well as, adequate warning signs, reflectors and/or
navigational safety devices.
JAY A
-' JAN 16 1 A6
.1YM.i�1tl

WN1111191We of North Carolina
Department of Environment,
Health and Natural Resources
%'Vilmington Regional Office
Division of Coastal Management
James B. Hunt, Jr., Governor
Jonathan B. Howes, Secretary
Roger N. Schecter, Director
MEMORANDUM:
TO:
FROM:
SUBJECT:
Applicant:
December 8, 1995
Zoe D. Bruner, District Planner
Division of Coastal Management
E:)EHNFi
John R. Parker
Major Permits Processing Coordinator
CAMA/DREDGE & FELL Permit Application Review
Bald Head Island, Ltd./Pfizer Tract
Project Location: South side of NC Hwy 211 (Ferry Rd) and the Price's Creek Southport/Ft. Fisher
Ferry terminal, adj to the Cape Fear River, just east of the Southport City limits
in Bmnswick Co.
Proposed Project: To develop a marina and operations complex to service Bald Head Island. The
facility would include two passenger ferry landings, barge landing, marine
maintenance building, office and storage space, and parking.
Please indicate below your office's position or viewpoint on the proposed project and return this form
by January 3, 1996. If you have any questions regarding the proposed project, please contact Ed
Brooks at 910/395-3900. When appropriate, in-depth comments with supporting data is requested.
REPLY: This office has no objection to the project as proposed.
This office has no comment on the proposed project.
This office es of pro ect only if the recommended changes are
incorporat ee attached.
This office objects to the project for reasons described in the attached comments.
GNET� C DATE Z
127 C din Drive Extension, Wilmington, N.C. 28405-3845 Telephone [phone] • Fax [phone]
An Equal Opportunity Affirmative Action Employer

A
�LTKWIF
E:)EHNF=t
MEMORANDUM
TO: John R. Parker
Major Permits Processing Coordinator
FROM: Zo6 D. Bruner, DCM District Planner
SUBJECT: CAMA/DREDGE & FILL Permit Application Review
Bald Head Island Ltd./Pfizer Tract
Development of permanent upland ferry/marina/staging area and associated BHI support
facilities
DATE: December 28, 1995
This permit consistency opinion is based on my review of the Bald Head Island, Ltd. permit
application, the Field Investigation Report (EF Brooks, 12/7/95), and my understanding and
interpretation of the policies presented in the Brunswick County Land Use Plan and the Ci1y of
Southport Land Use Plan.
The applicant proposes development of a marina and operations complex to service Bald Head Island.
The facility would include two passenger ferry landings, barge landing, marine maintenance, office
and storage space, and parking. The project would disturb approximately 60 upland acres; it would
create 53 acres of impervious coverage; channel construction would disturb 1.77 acres of shallow
bottom habitat, and would consume 9000 square feet of coastal wetlands and 33,000 square feet of
high marsh coastal wetlands and "404" type wetlands. The project includes bulkheads and jetties. The
remaining 70+/- acres would be reserved for future development. The location and complete
description of the project are in the Field Investigation Report.
Brunswick County Land Use Plan:
LAND USE CLASSIFICATION: Urban Transition/Conservation
CLASSIFICATION DESCRIPTION:
Conservation classification includes AEC's identified in 15A NCAC 7H and, '
2. other similar lands, environmentally significant because of their natural role in the integrity of the coastal region and
which include, but are not limited to: bottom land hardwoods, pocosins, swamp forests, areas that are or have a high
probability of providing wildlife habitat, forest lands that are essentially undeveloped, and lands which otherwise
contain significant productive, natural, scenic, cultural or recreational resources.
The application in Brunswick County includes all wetland areas under the jurisdiction of the US Army
Corps of Engineers' 404 wetlands Permit Program and critical wildlife areas designated by the State
Natural Heritage Program. The Land Use Plan directs the reader to policies in Section 2 of the plan
for allowed uses.
Bald H , c. r Properly

The Urban Transition includes those areas which will be developed for urban purposes during the
planning period. These areas must be able to, "support urban development by being generally free of
physical limitations and currently served or readily served by urban services." (p.137). Lands which
meet the definition of Conservation should not be included in this class(p. 138, #2). The plan further
states that, "Although AEC standards occasionally permit Urban Transition type development on a lot
by lot basis within various AEC's, this classification should generally not be applied to any AEC."
RELATED POLICIES AND IMPLEMENTATION MEASURES:
2.1.2(a) Efforts to protect and preserve the environmental value of coastal wetland AEC's shall be supported. Such
protection shall be balanced with the economic and community values of piers, docks, and marinas which
serve the public, whether they be publicly or privately owned.
2.1.2(b) Developments and mitigation activities which support the function, cleanliness, salinity, and circulation of
estuarine water resources are supported.
2.1.2(c) The community's need for piers and docks, whether publicly or privately owned, shall be tempered by the
rights of the public for the free and open use of public trust waters for navigation, shell fishing and other uses.
Efforts of State and Federal agencies to limit the length of docks and piers as they projects into estuarine
waters (T15A:07H.0208) are especially supported.
2.1.2(d) Brunswick County supports the protection and preservation of its estuarine shorelines, particularly regarding
those use standards contained in T15A:07H.0209(e).
2.1.2(g) Brunswick County supports the selective designation of appropriate areas as natural and cultural resource
AEC's...
2.1.3(a) Brunswick County will continue to support he efforts of the CAMA program and the U.S.Army Corps of
Engineers 404 permitting program to preserve and protect sensitive fresh water swamp and marsh areas.
2.1.3(e) Brunswick County supports the protection of other cultural and historic resource areas (beyond those
designated as AEC's) to preserve their cultural, educational and aesthetic values and qualities.
2.1.5(a) Brunswick County supports all state and federal efforts to protect the quality of water in the Cape Fear
River, whether such protection involves controls over point source discharges, surface runoff, or inter basin
water transfers.
2.1.7 Brunswick County encourages all land use activities to employ effective storm water management
practices to protect the quality of the county's streams, rivers, marshes and estuarine systems.
2.1.8(b) Brunswick County encourages environmentally responsible marina development in accordance with all State
CAMA standards for AEC's.
2.1.12 Brunswick County supports the development of marina basins in upland sites in accordance with CAMA
standards set forth in 15-NCAC 7h.0208(6)(5).
2.1.13 Brunswick County supports state and federal standards which seek to prevent or minimize marsh damage
from bulkhead or rip rap installation. The County recognizes, however, that some limited marsh damage
may be necessary to provide for otherwise environmentally sound development.
CONSISTENCY OPINION:
Brunswick County policy addresses the dilemma between development and environmental protection.
The policies call for sensitive and careful development of any area of environmental or historic
importance. The Pfizer tract contains dense woods adjacent to coastal and "404" wetlands, and
documented archeological sites. The site is also located in an "urban transition" area designated for
development. Build -out of this tract will provide an economic benefit to the County. It will also force
the loss of archeological sites and an area of wildlife habitat and natural water filtration; these features
will be replaced with large quantities of impervious surface.
Brunswick County policy will support this project if the following conditions are met.
All aspects of this project must be consistent with the regulations set forth in 15A NCAC 7H,
especially sections .0208 and .0208.
Bald Head Bland, r Property

2. All activity within "404" wetlands must be approved by the U.S.Army Corps of Engineers and
damage be mitigated where required. "404" wetlands are within the Conservation land
classification, and greater scrutiny is called for.
3. Bulkhead and rip rap construction must keep marsh damage to the minimum.
4. Stormwater and Sedimentation and Erosion Control plans must be approved by NC-DEM or
their designees and all conditions placed on the project by that division satisfied.
5. The report by Thomas Hargrove of Archaeological Research Consultants, Inc., recommends
further study of sites #31BW564 and #31BW571. County policy supports protection of historic
sites, so this and recommendations of NC Archives and History should be carefully considered.
City of Southport Land Use Plan:
LAND USE CLASSIFICATION: Transition Residential/Developed Industrial
CLASSIFICATION DESCRIPTION:
Urban Transition Residential areas may contain some or all municipal facilities and are to be primarily
residential in nature. Development must comply with zoning regulations of the City.
Developed Industrial classifications include land owned by existing industries currently operating in
the Southport area.
Conservation classification includes areas of environmental concern as identified by the CAMA.
CONSISTENCY OPINION:
The City of Southport land use plan policy supports industrial, commercial, residential and upland
marina development which complies with local zoning, and which meets all state and local regulatory
requirements.
cc: CR Stroud, Jr.
EF Brooks
R Shaw
s:N.AbhacM
90 Hwd Islmd, kc.Mmr Pwperty

_btai,i of worm caronna
Department of Environment,
Health and Natural Resources
::dilmington Regional Office
Division of Coastal Management
James B. Hunt, Jr., Governor
Jonathan B. Howes, Secretary
Roger N. Schecter, Director
December 8, 1995
TO: Mr. A. Preston Howard, P.E., Director
Division of Environmental Management
FROM: John R. Parker
Major Permits Processing Coordinator
SUBJECT: CAMA/DREDGE & FILL Permit Application Review
Applicant: Bald Head Island, Ltd./Pfizer Tract
dFC t i f99� i
Project Location: South side of NC Hwy 211 (Ferry Rd) and the Price's Creek Southport/Ft. Fisher
Ferry terminal, adj to the Cape Fear River, just east of the Southport City limits
in Brunswick Co.
Proposed Project: To develop a marina and operations complex to service Bald Head Island. The
facility would include two passenger ferry landings, barge landing, marine
maintenance building, office and storage space, and parking.
Please indicate below your agency's position or viewpoint on the proposed project and return this form
by January 3, 1996. If you have any questions regarding the proposed project, please contact Ed
Brooks at extension 247. When appropriate, in-depth comments with supporting data is requested.
REPLY:
6
g s)zy� x
SIGNED
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.
127 Cardinal Drive Extension,
DATE l Zs—[J�
VImin on, N.C. 28405-3845 • Telephone [phone] • Fax [phone]
An Equal Opportunity Affirmative Action Employer

State of North Carolina
Department of Environment,
igealth and Natural Resources
Division of Environmental Management
James B. Hunt, Jr., Governor
Jonathan B. Howes, Secretary
A. Preston Howard, Jr., P.E., Director
Bald Head Island, Ltd.
c/o Dan Weeks
P.O. Box 3069
Bald Head Island, NC 28461
Project 4951268
—Brunswick County
Dear Mr. Weeks:
IDFEE HNF1
January 31,
The Division of Environmental Management, Water Quality Section has reviewed your plans for the
dredging of 9,000 square feet of wetlands and 110,400 square feet of water located at Pfizer tract near NC
211 in Brunswick county for construction of a ferry landing and associated facilities. Based on this
review, we have water quality concerns based on the design of the project.. These concerns are that
flushing in the basin (as presently designed) will be impaired and result in violations of water quality
standards. Furthermore, insufficient evidence is present in our files to conclude that your project must be
built as planned in waters and/or wetlands. Therefore, we are moving toward denial of your 401
Certification as required by 1,5A NCAC 2B.0109. Until we receive additional information, we are
requesting (by copy of this letter) that the N.C. Division of Coastal Management place your project on
administrative hold. ,
Please provide us with information supporting your position that your project must be constructed as
planned and that you have no practicable alternative to placing fill in these waters and/or wetlands.
Specifically can you construct your basin by (1) moving the barge loading area toward the spoil area to
remove the constriction in the entrance channel and (2) constructing a wooden or concrete breakwater
with gaps (rather than jetties) to allow water circulation as well. Any documentation such as maps and
narrative that you can supply to address alternative designs for your project may be helpful in our review
of your 401 Certification. Please respond within two weeks of the date of this letter by sending a copy of
[his information to me and one copy to Mr. Jim Gregson at the Wilmington Regional Office at 127
Cardinal Drive, Ext., Wilmington, ITC 28405-3845. I can be reachedat919-733-1786 if you have any
questions.
Sincerely,
ater
ater VJR,
ey
ny Certif ation Program
cc: Wilmington DEM Regional Office
Wilmington Office Corps of Engineers
Central Files
John Parker; DCM
951268.nty
Enviro. Sciences Branch, 4401 Reedy Creek Rd., Raleigh, NC 27607 Telephone [phone] FAX # [phone]
An Equal Opportunity Affirmative Action Employer • 50% recycled/1 0% post consumer paper

To: John Dorney
Planning Branch
DIVISION OF ENVIRONMENTAL MANAGEMENT
CAMA MAJOR PERMIT APPLICATION REVIEW
REGIONAL OFFICE STAFF REPORT AND RECOMMENDATION
REVIEWER: GREGSO
WQ SUPERVISOR: ADKIN
DATE: Jamiary 10,
WETLAND INFORMATION FOR CENTRAL OFFICE TRACKING
PERMIT YR: 95 PERMIT NO.: 951268 COUNTY: Brunswick
PROJECT NAME: Bald Head Island, Ltd. / Pfizer Tract
PROJECT TYPE: Marina PERMIT TYPE: CAMA
COE #: N/A DOT#: N/A
RCD FROM CDA: DCM DATE FROM CDA: December 11, 1995
REG OFFICE: WiRO RIVER AND SUB BASIN#: 030617
*STREAM OR ADJACENT WATER BODY: Cape Fear River
CLASS: SC STREAM INDEX #: 18-W(3.5)*OPEN
e-JAN
aCEIVEO
OR CLOSED: Closed
WL IMPACT: Yes WL TYPE: SM
16 IbU6
WL REQUESTED: 0.2 WL ACR EST: Yes
IAL
CEMENT ..
WL SCORE: N/A
MITIGATION: No MITIGATION TYPE: N/A
MITIGATION SIZE: N/A RATING SHEET ATTACHED?: N/A
1!
RECOMMENDATION: Other
E
STORMWA17ER PLAN REQ'D: Yes
IF YES, DATE APPROVED: Currently Under Review
PROJECT DESCRIPTION: The applicant proposes to develop a marina on the mainland to serve Bald
Head Island.
WATER QUALITY CERT. (401)
CERT. REQ'D: Yes
IF YES, TYPE: General Certification #3025 for projects that are eligible for the COE 291
General Permit.
SEWAGE DISPOSAL
TYPE OF DISPOSAL PROPOSED: Septic tanks or connection to the City of Southport Municipal
System.
TO BE PERMITTED BY: If Septic tanks Brunswick County will permit, if connected to Southport
DEM will Permit.
IF BY DEM, IS SITE AVAILABLE AND PERMIT ISSUANCE PROBABLE: Unknown
WATER/WETLAND FILL
AREA OF FILL - WATER: 17,100 sq. ft. WETLAND: 9,000 sq. ft.
IS FILL ELIMINATING A SIGNIFICANT USE? No
IS DREDGING ACTIVITY EXPECTED TO CAUSE A SIGNIFICANT LOSS
OF RESOURCE? No
IS SPOIL DISPOSAL ADEQUATELY ADDRESSED? Yes

951268.Jan
Page Two
MARINA
ARE THE FOLLOWING ADEQUATELY ADDRESSED?
SEWAGE DISPOSAL: No MARINA SERVICES: Yes
OXYGEN IN BASIN: Yes CLOSURE OF SHELLFISHING WATERS: N/A
(ATTACH A MARINA USE ATTAINABILITY EVAL.)
The applicants have avoided 404 fill. However, approximately 9000 sq. ft. of coastal marsh
will be excavated as a result of the access channel construction. It appears that the access
channel could be shifted 150 ft. to the northeast and avoid approximately half of the marsh
excavation although it also appears that this alignment would result in more alterniflora impacts
than the current proposal. Vegetation along the proposed channel alignment consists mainly of
Phragmites australis and Typha spp.. Although the loss 9000 sq. ft. of coastal wetlands is
considered significant, the applicants have chosen a channel alignment with the least impacts to
the more regularly flooded species.
The proposed concrete sheetpile groin and riprap toe protection will result in approximately
17000 sq. ft of fill below MHW. It will also create an enclosed entrance channel approximately
750' long. This channel would be 150' wide for most of its length but would be only 70' wide
at the mouth of the basin to allow for a 80' wide barge landing area. It is DEM's policy to
require marinas to use siting and design features, to the maximum extent practicable, which
promotes flushing. These features include: locating marinas near inlets, minimizing restrictions
in entrance channels by using large openings and by using breakwaters instead of solid
structures, and minimizing stagnant areas by using rounded corners and sloping bottoms towards
entrance. In order to maximize flushing in the proposed basin it is recommended that the
applicants consider a wooden or concrete breakwater with gaps to allow water circulation.. It
is suggested that specific conditions contained in T15A: 07H .2105 would be a good starting
point. The use of a segmented breakwater instead of a solid groin would also eliminate the need
for riprap toe protection. It is also recommended that the barge landing area be moved farther
into the existing spoil area to allow the entrance channel to be widened to 150' at this location.
By doing so the 80' constriction would be eliminated which should result in improved flushing.
Please note that the City of Southport's Wastewater Treatment plant is currently in non-
compliance with their NPDES Permit for toxicity limits. Until this matter is resolved, requests
for additional connections to the City's sewer system may receive unfavorable comments from
this Division.
An application for a Coastal Stomtwater Permit has been received and is currently under
review by this Office.
cc: Central Files
Wilmington Regional Office Files
DCM-Ed Brooks
John Parker

NC DEM W6 ENU5CI Fax:[phone]
May 29 '96 15:20 P.011101
State of North Carolina
Department of Environment,
Health and Natural Resources
Division of Environmental Manage
Jar -,as B. Hunt, Jr., Governor
Jonathan B. Howes, Secretary
A. Preston Howard, Jr. P.E., Direct,..
post-lr Fax Note 7671
Dale
paogasF
ra
From
Co.roept
co.
Phone #
p n
fax#
Ft '#
May yY 1996
Brunswick County
DEM Project # 951269
COE #199602657
APPROVAL of 401 Water Quality Certification and ADDITIONAL CONDITIONS
Mr. Dan Weeks
Bald Head Island
P.O. Box 3069
Bald Head Island, NC 28461
x
Dear Mr. Weeks: 1.
You have out approval to place fill material and dredge 2.74 acres of wetlands or waters 21 acres of
wetlands). for the purpose of constructing a marina and operatior. implex at Pfizer Tract (Nand
Southport/Ft. Fisher Ferry terminal), as you described in your rc applicr dated L•. 1 ebruary 1946. After
reviewing your application, we have decided that this till is coN by G: 'Water Quality Ceilificetion
Numbers 3025 and 2668.
This approval is only valid for the purpose and design that you describe your application. If you
change your project, you must notify us and you may be required to seed us a new application. For this
approval to be valid, you must follow the conditions listed in the attached certification. The plan for the
shall be altered to remove all 900 angles. The plan for the entrance channel shall bn altered to require
foot wide "V-nowhed. wiers" as depicted in your 29 Apnl 1996 letter to Roh Miwl shall he installed at a
locations along the breakwater to imicasc circulation in the access channel. The outermost wieis shalt
-entered approximately at 250 feet from the main,. Deed resuictions shaL be placed on all remaining
,jurisdictional wetlands to prevent future fill except for unavoidable road crossings and utility corridors. Tn
1a;tion, you should get any other federal, state or local permits before you go ahead with your projec
If you do not accept any of the conditions of this certification, you may ask for an adjudicatoty in _
'i ou must act within 60 days of the dare that you receive this letter. To ask for a hearing, send a w-ur.
petition which conform; to Chapter 150B of the North Carolina General Statutes to the Office of Ad= 1,orative
Hearings, F.O. Box 27447, Raleigh, N.C. 27611-7447. This certificatiou and it conditions are finial and buidu:g
unless you ask for a hearing.
This letter completes the review of the Division of Environmmce;al Management under Section 401 of time
Clean Water Act If you have any questlnns, please telephone John Doruey at 919-733-1786,
Sincere. y,
A. Preston Howard, Jr. P.E.
Attachment
cc: Wilmington District Corps of Engineers
Corps of Engineers Wilmington Field Office
WiMagkm DEM Regional Office
Mr. John Domey
Central Files
Rob Moul; Land Matagetnent Group
John Parker; DCM
Envlronmantal Sclencas Branch, 440 ; :oeay Crean Ftl.,
-` Ar Equal Opportunity Aflirmativa Ac!!C 1 F,,��.�;
i
1268.1u
:76n7 Talap'none 919-733-n 7n6 FAX u', 33-8856
�:.adf10 % post consumer paper

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
Mr. M. Kent Mitchell
Bald Head Island, Inc.
Post Office Box 3069
Bald Head Island, North Carolina 28461
Dear Mr. Mitchell:
[DFEE HNR
April 24, 1996 D � � � 1 7�
D
APR 2!� 1996
DIVISION OF
COASTAL MANAGEMENT
Subject: Permit No. SW8 951012
Pfizer Marina & Parking Tract
High Density Commercial/Residential Stormwater Project
Brunswick County
The Wilmington Regional Office received the Stormwater Application for the Pfizer Marina & Parking Tract on October
17, 1995, with final information on April 16, 1996. Staff review of the plans and specifications has determined that the
project, as proposed, will comply with the Stormwater Regulations set forth in Title 15A NCAC 2H.1000. We are
forwarding Permit No. SW8 951012 dated April 24, 1996, to Bald Head Island, Inc..
This permit shall be effective from the date of issuance until April 24, 2006, and shall be subject to the conditions and
limitations as specified therein. Please pay special attention to the Operation and Maintenance requirements in this permit.
Failure to establish an adequate system for operation and maintenance of the stormwater management system will result
in future compliance problems.
If any parts, requirements, or limitations contained in this permit are unacceptable, you have the right to request an
ajudicatory hearing upon written request within thirty (30) days following receipt of this permit. This request must be
in the form of a written petition, conforming to Chapter 150B of the North Carolina General Statutes, and filed with the
Office of Administrative Hearings, P.O. Drawer 27447, Raleigh, NC 27611-7447. Unless such demands are made this
permit shall be final and binding.
If you have any questions, or need additional information concerning this matter, please contact Linda Lewis, or me at
[phone].
Sincerely,
`r
Dave Adkins
Regional Water Quality Supervisor
DA/arl: S:\WQS\STORMWAT\PERMIT\951012.APR
cc: Bruce Marek, P.E.
Delaney Aycock, Brunswick County Inspections
Ed Brooks, CAMA
Linda Lewis
Wilmington Regional Office
Central Files
4
RECEIVED
APR 30 1996
GOASIAI
MANAGEMENT
P.O. Box 29535, Raleigh, North Carolina 27626-0535 Telephone [phone] FAX [phone]
An Equal Opportunity Affirmative Action Employer

State Stormwater Management Systems
Permit No. SW8 951012
STATE OF NORTH CAROLINA
DEPARTMENT OF ENVIRONMENT, HEALTH AND NATURAL RESOURCES
DIVISION OF ENVIRONMENTAL MANAGEMENT
STATE STORMWATER MANAGEMENT PERMIT
HIGH DENSITY DEVELOPMENT
In accordance with the provisions of Article 21 of Chapter 143, General Statutes of North Carolina as amended,
and other applicable Laws, Rules, and Regulations
N
PERMISSION IS HEREBY GRANTED TO
Bald Head Island, Inc.
Pfizer Marina & Parking Tract APR 2 9 1996
Brunswick County DIVISIC,,. OF
COASTAL MANAGEMENT
FOR THE
construction, operation and maintenance of a Detention Pond in compliance with the provisions of 15A NCAC
2H .1000 (hereafter referred to as the "stormwater rules') and the approved stormwater management plans and
specifications and other supporting data as attached and on file with and approved by the Division of
Environmental Management and considered a part of this permit.
This permit shall be effective from the date of issuance until April 24, 2006 and shall be subject to the
following specified conditions and limitations:
I. DESIGN STANDARDS
1. This permit is effective only with respect to the nature and volume of stormwater described in the
application and other supporting data. Only the detention pond proposed is covered by this permit.
2. This stormwater system has been approved for the management of stormwater runoff as described on
page 3 of this permit, the Project Data Sheet. The stormwater pond has been designed to handle the
runoff from 852,821 square feet of impervious area (portion of Parcel A @14.81 acres; Parcel C @4.37
acres; and road @.39 acres; the remaining Parcels B, D-F and roadways will be submitted separately
in the future and runoff will be treated by infiltration.
3. Approved plans and specifications for this project are incorporated by reference and are enforceable
parts of the permit.
2
i

State Stormwater Management Systems
Permit No. SW8 951012
DIVISION OF ENVIRONMENTAL MANAGEMENT
PROJECT DATA
Project Name:
Permit Number:
Location:
Applicant:
Mailing Address:
Application Date:
Water Body Receiving Stormwater Runoff:
Classification of Water Body:
Pond Depth:
Permanent Pool Elevation:
Pfizer Marina & Parking Tract
951012
Brunswick County
Mr. M. Kent Mitchell
Bald Head Island, Inc.
Post Office Box 3069
Bald Head Island,. North Carolina 28461
October 17, 1995
Southport Restricted Area
"SC"
4 feet
12 MSL
N
D �C��1,71
APR 2 9 1996 D
bivisia. OF
COASTAL MANAGEMENT
Total Impervious Surfaces Allowed: 64.5 acres total (Detention pond 0852,821 square feet)
Future 44.62 acres. Remainder Parcel A 07.2 acres; Parcel B
016.9 acres; Parcel D 01.8 acres; Parcel E 04.2 acres; Parcel F @1 acre; Structures: Information Center
@.14 acres; Gatehouse @.01 acres; Marine Maintenance @.18 acres; Contractor Ferry Landing @.14 acres;
Resident Ferry Landing 0.22 acres; Resident Waiting Area 0.22 acres. Infrastructure: Remaining Roads
@10.61 acres; Miscellaneous Pavement 02 acres.
Green Area entering Pond: 64,191 square feet
Required Surface Area: 74,920 square feet
Provided Surface Area: 79,809 square feet
Required Storage Volume: 68,585 cubic feet
Provided Storage Volume: 86,105 cubic feet
Temporary Storage Elevation: 13 MSL
Controlling Orifice: . 4" pipe
3

State Stormwater Management Systems
Permit No. SW8 951012
4. No property owner/developer shall fill in, alter, or pipe any vegetative practices (such as swales) shown
on the approved plans as part of the stormwater management system without submitting a revision to
the permit and receiving approval from the Division.
5. The tract will be limited to the amount of built -upon area indicated in the supporting calculations and
per approved plans.
6. Deed restrictions must be recorded prior to the sale of any outparcel, future area or lot shown on the
approved plans to ensure that future owners are made aware of the built -upon area limitations. The
following statement must be recorded:
"To ensure continued compliance with the NCDEM Stormwater Management Permit
Regulations, 15A NCAC 2H.1000, outparcel(s) and future areas as shown on the approved plans
are limited to 44.62 acres square feet of built -upon area, inclusive of that portion of the
right-of-way between the front lot line and the edge of the pavement, structures, pavement,
walkways of brick, stone, slate, but not including wood decking or the water surface of
swimming pools."
"All built -upon area from the outparcel or future area must be directed into the permitted
stormwater control system."
"Additional built -upon area will require a permit modification."
7. The permittee is responsible for verifying that the proposed built -upon area does not exceed the
allowable built -upon area.
8. The following items will require a modification to the permit: D
a. Any revision to the approved plans, regardless of size. APR 2 9 1996
b. Project name change. DIVISIC,,. OF
C. Transfer of ownership. COASTAL MANAGEMENT
d. Redesign or addition to the approved amount of built -upon area.
e. Further subdivision of the project area.
f. Filling in, altering, or piping of any vegetative conveyance shown on the approved plan.
In addition, the Director may determine that other revisions to the project should require a modification
to the permit.
9. The Director may notify the permittee when the permitted site does not meet one or more of the
minimum requirements of the permit. Within the time frame specified in the notice, the permittee shall.
submit a written time schedule to the Director for modifying the site to meet minimum requirements.
The permittee shall provide copies of revised plans and certification in writing to the Director that the
changes have been made.
4

State Stormwater Management Systems
Permit No. SWS 951012
H. SCHEDULE OF COMPLIANCE
1. The permittee will comply with the following schedule for construction and maintenance of the
. . stormwater management system:
a. The stormwater management system shall be constructed in it's entirety, vegetated and
operational for it's intended use prior to the construction of any built -upon surface except roads.
b. During construction, erosion shall be kept to a minimum and any eroded areas of the system will
be repaired immediately.
2. The permittee shall at all times provide the operation and maintenance necessary to assure the permitted
stormwater system functions at optimum efficiency. The approved Operation and Maintenance Plan must
be followed in it's entirety and maintenance must occur at the scheduled intervals including, but not
limited to:
a. Semiannual scheduled inspections (every 6 months).
b. Sediment removal.
C. Mowing and revegetation of side slopes.
d. Immediate repair of eroded areas.
e. Maintenance of side slopes in accordance with approved plans and specifications.
f. Debris removal and unclogging of outlet structure, orifice device and catch basins and piping.
g. Access to the outlet structure must be available at all times.
3. Records of maintenance activities must be kept and made available upon request to authorized personnel
of DEM. The records will indicate the date, activity, name of person performing the work and what
actions were taken.
4. This permit shall become voidable unless the facilities are constructed in accordance with the conditions
of this permit, the approved plans and specifications, and other supporting data.
5. Upon completion of construction, prior to issuance of a Certificate of Occupancy, and prior to operation
of this permitted facility, a certification must be received from an appropriate designer for the system
installed certifying that the permitted facility has been installed in accordance with this permit, the
approved plans and specifications, and other supporting documentation. Any deviations from the
approved plans and specifications must be noted on the Certification.
6. A copy of the recorded deed restrictions must be submitted to the Division within 30 days of the date
of the recording. The recorded copy must be signed by the permittee, dated, stamped with the deed
book number and page, and bear the stamp of the Register of Deeds.
7. A copy.of the approved plans and specifications shall be maintained PIZ lunm o a
minimum of ten years from the date of the completion of construction. U
APR 2 9 1996
DIVISIO., OF
COASTAL MANAGEMENT
5

State Stormwater Management Systems
Permit No. SWS 951012
III. GENERAL CONDITIONS
This permit is not transferable. In the event there is a desire for the facilities to change ownership, or
there is a name change of the Permittee, a formal permit request must be submitted to the Division of
Environmental Management accompanied by an application fee, documentation from the parties
involved, and other supporting materials as may be appropriate. The approval of this request will be
considered on its merits and may or may not be approved.
2. Failure to abide by the conditions and limitations contained in this permit may subject the Permittee to
enforcement action by the Division of Environmental Management, in accordance with North Carolina
General Statute 143-215.6(a) to 143-215.6(c).
3. The issuance of this permit does not preclude the Permittee from complying with any and all statutes,
rules, regulations, or ordinances which may be imposed by other government agencies (local, state, and
federal) which have jurisdiction.
4. In the event that the facilities fail to perform satisfactorily, including the creation of nuisance conditions,
the Permittee shall take immediate corrective action, including those as may be required by this
Division, such as the construction of additional or replacement stormwater management systems.
The permit may be modified, revoked and reissued or terminated for cause. The filing of a request for
a permit modification, revocation and reissuance or termination does not stay any permit condition.
Permit issued this the 24th day of April, 1996.
NORTH CAROLINA ENVIRONMENTAL MANAGEMENT COMMISSION
A'-P+esfon Howard, Jr., P.E., Director
Division of Environmental Management
By Authority of the Environmental Management Commission
Permit Number SW8 951012
D TOT98VT O
i APR 2 9 1996
DIVISI01+ OF
:AASTAL MANAGEMENT
0

State Stotmwater Management Systems
Permit No. SWS 951012
Pfizer Marina & Parking Tract
Stormwater Permit No. SW8 951012
Brunswick County
Engineer's Certification
I, , as a duly registered Professional Engineer in the State of
North Carolina, having been authorized to observe (periodically/weekly/full time) the construction of the
project,
for (Project Owner) hereby state that, to the best of my abilities, due
care and diligence was used in the observation of the project construction such that the construction was
observed to be built within substantial compliance and intent of the approved plans and specifications.
Noted deviations from approved plans and specification:
Signature
Registration Number
Date
"'D
APR 2 9 1996
DIVISI(.',, OF
COASTAL MANAGEMENT
7

Land Use Tabulations - Pfizer .Tract
Percent of
Total Impervious Impervious
Parcel Land Use Acres Units Coverage Coverage (Acres)
Non -Residential
A Resort & Resident Parking
22.0 AC
100%
22.0 AC
B Future Development
565 AC
30%
169 AC
C Employee & Contractor Parking
4.7 AC
100%
4.7 AC
D AdmJ Offices/Whse. & Receiving
3.0 AC
60%
1.8 AC
E Future Development
14.0 AC
30%
4.2 AC
F Marine Maintenance
1.0 AC
100%
1.0 AC
Structures
1
Information Center
0.14 AC
(6,400) SF
100%
0.14 AC
2
Gatehouse
0.01 AC
(500) SF
100%
0.01 AC
3
Marine Maintenance
0.18 AC
(8,000) SF
100%
0.18 AC
4
Employee & Contractor Ferry Landir
0.14 AC
(6,400) SF
100%
0.14 AC
5
Resort & Resident Ferry Landing
0.22 AC
(10,000) SF
100%
0.22 AC
6
Resort & Resident Waiting Area
0.22 AC
100%
0.22 AC
Infrastructure
Roadway
11.0 AC
100%
11.0 AC
Pavement
2.0 AC
100%
2.0 AC
Miscellaneous
Wetlands
27.3 AC
Open Space
29.4 AC
Total
171.8 AC
37.5%
645 AC
APR 2 91996 IJ
DIVISION OF
COASTAL Iv9ANAGEMENT
1
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OCT 1 ? 1995 U
D.EM
VRO, � 5W 3 45/olZ

D1V=1V1V Vr'XX4VttLuniviru-41'I ivuiivavrlrici,i
NORTH CAROLINA STORMWATER MANAGEMENT PERMIT APPLICATION
I. GENERAL INFORMATION 11 V1 1. Project Name Pfizer Tract - D
2. Location, directions to project (mciude County, Address, State Road) Attach map. DIVISIO„ OF '
VEMMIT
At intersection of SR 1528 and SR 1540
3.Owner'sName Bald Head Island, Limited Phone [phone]
4.Owner'sMaiilin.-Address: P. 0. Box 3069
City Bald Head Island State NC Zip 28461
5.NearestReceivinzStream Cape Fear River Class SC
6.1'roje^description Land based operations for ' day to day activ_ties to and from
Bald Head Island for residents, resort guests, employees and cont=actcrs.
II. Pv gM1T Itii r OMNUTION
1.P2rIII1tNO.(fobejLecncyDEY!) SGUg�7/G�Z Fee Enclosed S 385.00
2.Pe_=:Type X New Renewal Modincation(edsanQP-_r itNo.?)
3. Projec­ TvpeX: _Low Density Detention X Infiltration Otber:_ Redevelop General _Dir Cert
4. Ober StaterFeral Permirs/Approvals Reeuire3 (e,eez �oroPr; bcdr)
C.A-MA Major X Sedimentation/Erasion Control . g 404 Permit x
..i
ZL"T. B'=T UPON ARE. (F.'=e tee Ncie Zrzrws d= .1007fnr gvvE :% de-. iy Zr. a)
Drainage Drainage Brenkdown of imm-riious Area
Basin Basin (P!—e b,c7_—" below du d=g. !mperdaru vreJ
-Residential 692,604 SF (15.9AC)
Classincarion SC Buudin&arina 59,800 SF.( 1.3AC)
Allowable Impervious Area 51.5 AC
Total Project Area 171.8 AC
Proposed Impervious Area =64 :5 AC
n Impervious Area 37.5
IV. STORMWATER TREATMENT' pereribe how die r ,swim be,reo¢d)
Stress 479,160 SF (11, 0AC )
Parldns/SW 1,163.,052 SF (26.7AC)
Otte: 4 7 4, 8 0 4 SF (10
Totals_ 2.809 :620SF(64.5AC)
'Grassed swales, infiltration, detention basins and set=ration.

V.
«.
cc:
DEED RESTRICTIONS AND PROTECTIVE COVENANTS
Deed restrictions and protective covenants are required t_be recorded for all low density projec, and al
subdivisions prior to the sale of any lot. Please see Attachment A for the specific items that must be recorder
for the type of project applied for. :
By your signature below, you certify tfiat the recorded deed restrictions and protective covenants for this proje.-
shall include all the items required by the permit, that the covenants will be binding on all parties and persons
claiming under them, thatthey will run with the land, that the covenant cannot be changed or deleted without
concurrence from the State, and that they will be recorded prior to the sale of any lot.
'S CERTIFICATION e �'�� /✓ I7ZH5P'L-
certify that the information included on this permit
/ rr a pnw or rype aurae cu ly)
am,licad& farm is correct, that the proje-- will be constructed in conformance with the approved plans, that
the deedrestricdons will be recorded with all required permit conditions, and that to the best of my Imowled;p,
the proposed project complies with the requirements of 15A NCAC 2H.1000.
I authorze the below named person or firm to submit stormwa*.er plans on my behalf.
October 16, 1!
/ Owt/'eb/Au�trorize3 Agent Signature add Title Date
(MUS 77 BE COMPS —=- )
� 4.24%1�
Pe_son or nm name Bruce M2rek, P.E.
M"inz Address 241 N 7 rept c*-n� t iSOZ
-I99-9Z45
Ci Wilmington State NC Zip 2840g3 Phone °"�44-8
Please submit form to the Regional Once that serves the area that the project is located, as indicated on
A bment B.
Appiicant/WiRO//Central Files
APR 2 9 1996
DIVISIC OF
OZTAL-MANAGEMENT
M O�ffce use. oni;,7
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OCT 1 71995
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APR 1 'D IM
INFILTRATION POND MAINTENANCE -u l-75[nyZ _--
Project Name: Pfizer Tract
Responsible Party Name: Bald Head Island Limited
Address: P.-O. Box 3069 Southport. Nr 2R461 PhoneNo:910-457-7339
After every runoff producing rainfall event, or at least monthly, whichever comes first:
1. Inspect the infiltration pond(s) for erosion, trash accumulation, grass coverage, and general
condition of the facility.
2. Repair eroded areas immediately, re -seed as necessary, keep side slopes and bottom
mowed, and remove trash.
3. Check any inlet piping, swales and catch basins. Repair broken piping, reseed swales, and
remove trash.
4. Inspect the bypass/overflow structure for blockage and deterioration. Remove blockage
and repair structure to originally approved design specifications.
5. Check the depth of the pond(s) every six months. If siltation has occurred to the point that
only 75 % of the original design depth is provided, remove the excess silt to the original
depth. Do not over -excavate, as this may cause the required water table separation to be
reduced, and may affect the ability of the system to perform as designed.
I, M. Kent Mitchell agree to be responsible for performing
the maintenance items as listed above for this project. I agree to notify NCDEM of any problems with
the system, or ch/anges in%e�name of the project, name of the responsible party, or address.
Signature Date 4k
a Notary Public in the County of &v*,�
State of tzi Q,,t/, 0&� do hereby certify by my
signature below, that M . Ke.n7 17 a // personally
appeared before me this kYA- day of , 19 cam, and acknowledge
the due executionofo/nn o/f the foregoing instrument. Witness my seaal% and signature,
/
My commission expires 3,/ob LV APR 2 9 1996
oiviSw,� OF
COASTAL MANAGEMEO
01-t':•r••- —
Cc!na+lssfan ExPhEs-�Ji+f�-

Pfizer Tract, Southport, NC DEHNER # SW8-951012
OPERATIONS AND MAINTENANCE PLAN
STORMWATER MANAGEMENT
FOR: BALD HEAD ISLAND PLANNING DEPARTMENT
PFIZER TRACT MARINA/PARKING FACILITY
STATE ROAD 1540, SOUTHPORT, NC
L WET DETENTION BASIN
Page 1 of 2 pages.
E C E I V E
APR 161996
D E M
PROJ #
1. Vegetation: Vegetation for stabilization of side slopes shall be a hearty ground cover
such as the following: Tall Fescue, Bermuda Grass, Pensacola Bahiagrass, or Reed
Canary Grass. All of these are well suited for flooding tolerance and waterways and
channels. The bahiagrass is excellent for sandy sites. The others spread by rootstocks
making a well anchored and stable ground covering. Developer/developer's landscape
planner may use other suitable local vegetation. Grassing of all disturbed areas to be
completed as soon as practical after completion of grading. In any event, ground cover to
be established within 30 days time period.
2. Fencing: Fencing around the wet retention basin shall be at the option of the
developer. Any fencing provided shall be of suitable quality and height for the purpose of
safety, with sufficiently sized gates that will allow machinery/trucks access for mowing
and sedimentation removal.
3. Vector Control: Developer shall coordinate with the Brunswick County Health
Department for vector control considerations.
4. Detention/Retention Outlet Systems: Outlet structures for detention/retention basins
shall be provided with suitable foundation and support. Pipe systems shall be bedded as
required or other suitable support provided. Outlet structures shall be properly anchored
to prevent flotation.
5. Maintenance:
As a minimum, the following maintenance items shall be performed for the Pond:
a. Grassing around the detention/retention facility shall be maintained to prevent the
erosion of these areas. The areas shall be periodically mowed to maintain the site and to
prevent reduction in the capacity of the stormwater system. Grass on slopes should not
exceed a height of 15".
b. Landscaping of the area around the detention/retention facility shall be such that it does
not reduce the capacity nor hinder operations & maintenance of the stormwater system.
c. The detention/retention facility shall be maintained at the design depth. The pond shall
be inspected on a regular basis and cleaning of accumulated debris will be nececssary if
1. the primary outlet capacity is impaired and/or
2. the pond or forebay volume is reduced by 25% of the design volume.
d. The system shall be routinely checked for accumulation of debris and the detention/
retention facility outlet structure cleared of any blockage that is present.
e. Repair of erosion or other damage shall take place in a reasonable period of time.
f. A log shall be kept indicating the date of at minimum a semi-annual inspection of the
pond and stormwater system.
Owner/Authorized Agent
DIVISIOw OF
Prepared by: Bruce Marek, P.E. Rev. 4/8/96 COASTAL MANAGEMENT

Pfizer Tract, Southport, NC DEFIER # SW8-951012
OPERATIONS AND MAINTENANCE PLAN Page 2 of 2 pages.
STORMWATER MANAGEMENT
II. SWALES, CULVERTS, CATCH BASINS, UNDERGROUND SAND FILTERS
1. In order for the stormwater management system to work properly at all times, it will be
necessary to maintain all elements of the system. A system includes open channels, catch
basins, pipes, ponds, outlet controls, etc. Especially important are vegetative lined
systems and silt or debris retaining devices. In order for the system to operate in the
correct manner periodic maintenance will be required. Any swales/ponds used for
sedimentation control during construction are to be returned to design configuration at
completion of construction.
2. Maintenance:
As a minimum, the following maintenance items shall be performed for the Pond:
a. Open ditches (swales) shall be kept free of undesirable growth and mowed or
maintained to the design cross-section and area. Growth on slopes and bottom of swales "
should not exceed a height of 8". Grasses to be same as per page 1, #1. Vegetation.
b. Infiltration swales and sand filters shall be checked for excessive buildup of sediment
which could impair infiltration rate. Cleaning/repair is required if infiltration is slowed to
design allowables.
c. The swales shall be routinely checked for accumulation of debris and should be cleared
of any blockage that is present. Swale side slopes should be checked for erosion after
run-off producing rainfall events. Additional riprap protection/stabilization, concrete
lined swales, or catch basins with pipe outlet to retention pond should be considered for
any drainage swales experiencing high flows/ repeated erosion.
d. Storm drainage pipes and culverts shall be periodically inspected for debris and sand
build-up. They shall be cleaned as necessary to provide for the free conveyance of
stormwater as designed.
e. Repair of erosion or other damage shall take place in a reasonable period of time.
f A log shall be kept indicating the date of at minimum a semi-annual inspeq15eTM E��� O
stormwater system.
M. GENERAL NOTES:
APR 2 9 1996
1. An acceptable entity shall be responsible for maintenance of the stormwater DIV1S10'1 OF
management system. If the entity is a private corporation or a governmentalaa-4 i!eYANAGEMENT
proof shall be supplied in an appropriate form that the entity will operate and maintain the
facilities. The property owner/developer is acceptable if the property is retained and
operated by the owner.
2. If a property owner's association is proposed for this or future development phases,
and the association is responsible for some or all of the site stormwater management, then
the organization shall be created with the ability to accept future phases into the
organization in order to ensure the continued operation and maintenance of the
stormwater management foi
Owner/Authorized Agent
Prepared by: Bruce Marek, P.E. Rev. 4/8/96

sk
State of North Carolina
Department of Environment,
Health and Natural Resources
Division of Coastal Management
James B. Hunt, Jr., Governor
Jonathan B. Howes, Secretary
Roger N. Schecter, Director
December 19. 1995
MEMORANDUM
,` •
IDFEE HNF1
TO: Mr. Charles R. Fullwood, Jr., Director
Wildlife Resources Commission
Attn: Habitat Conservation Program
FROM: John Parker, Jr.
Major Permits Processing Coordinator
SUBJECT: CAMA/DREDGE & FILL Permit Application Review
APPLICANT: Bald Head Island, Ltd./Pfizer Tract
PROJECT LOCATION: S. side of Hwy 211 & the Prices Crk. Southport/Ft. Fisher Ferry
, Terminal, Brunswick Co.
ROPOSED PROJECT: To develop a marina and operations comples.
Please indicate below your agency's position or viewpoint on the proposed and return this form
by January 9, 1995. If you have any questions regarding the proposed project, please contact
John Parker at 733-2293. When appropriate, in-depth comments with supporting data are
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 _z Date9—
P.O. Box 27687, Rdelgh, North Carolina 27611-7687 Telephone [phone] FAX [phone]
An Equal Opportunity Affirmative Action Employer 50%recycled/ 10%post-consumer paper

® North Carolina Wildlife Resources Commission KN
512 N. Salisbury Street, Raleigh, North Carolina 27611, 919-733-3391
Charles R. Fullwood, Executive Director
MEMORANDUM
TO: John Parker, Jr.
Major Permits Processing
FROM: Bennett Wynne 1141
Habitat Conservation Program
DATE: January 15, 1996
SUBJECT: CAMA/Dredge and Fill Permit Application for Bald
Head Island, Ltd./Pfizer Tract, south side of Hwy
211 adjacent to the Ft. Fisher Ferry Terminal,
near Southport, Brunswick County, North Carolina.
The Wildlife Resources Commission has reviewed the
project for impacts to wildlife and fishery resources. A
site visit was made on January 5, 1996. Our comments are
provided in accordance with provisions of the Fish and
Wildlife Coordination Act (48 Stat. 401, as amended; 16
U.S.C. 661 et. seq.) and the Coastal Area Management Act
(G.S. 113A-100 through 113A-128).
The applicant proposes to develop a marina, ferry
landing and operations complex on a tract of approximately
100 acres adjacent to the Cape Fear River near Southport.
The complex is to replace Bald Head Island's existing
facility at Indigo Plantation in Southport. A 4.5 acre
marina is to be excavated from highground and connected to
the river by a 150 ft. wide by 750 ft. long access channel.
Access channel bulkheads are to have low profiles allowing
overflow of water where the channel cuts through wetlands.
Jetties would extend about 420 ft. from the mouth of the
access channel into the open water of the river. A
pedestrian bridge is planned to cross wetlands and connect
the marina to residential areas. In addition to various
buildings, a 22 acre general parking lot, 4.7 acre service

parking lot, 3 acre administrative/warehouse site, and 1
acre marine maintenance site would be constructed. The
remaining acreage is to be developed at a later date. The
property is mostly wooded with a mixture of hardwoods and
pine. Coastal wetlands form a border along the river 200
ft. to 400 ft. in width. Based on project workplats,
coastal wetlands transition to 404 wetlands landward of the
river. Isolated pockets of 404 wetlands also occur on the
site. Area waters are classified SC, SC Sw, and are closed
to shellfishing.
The applicant appears to have accommodated wetlands in
designing the project and has avoided a number of potential
adverse impacts. Still, approximately 1.0 acre of wetlands
would be excavated for the access channel. The channel
would also impact 1.8 acres of shallow water habitat.
Erosion during construction and stormwater runoff from
impervious surfaces may degrade area water quality.
Extensive use of septic tanks and fuel or waste spillage at
the marine maintenance site could also contribute to water
quality decline. Dredging the earthen plug separating the
marina basin from the river would elevate turbidity and
could induce mortality of estuarine organisms if done during
a period of peak biological activity. The pedestrian bridge
would shade an unspecified quantity of wetlands. Jetties
associated with the access channel may be a hazard to night
' navigation. Finally, future development stimulated by the
project would be expected to produce cumulative impacts to
wetlands and water quality. Based on these concerns, we
make the following recommendations:
1. Implement approved erosion control and stormwater
\ management plans. This should include maintenance of a
�v6 50 ft. wide natural vegetation buffer between
development and wetlands.
V _ 2. Provide fuel and waste spillage protection around
the 1 acre marine maintenance site to protect surface
waters in the event of a spill.
3. Avoid excavating the earthen plug between the marina
basin and river from April 1 to September 30, a period
of peak biological activity.
4. Limit the pedestrian bridge to a width of 6 ft. and
elevate decking a minimum of 4 ft. off the marsh floor
to minimize effects of shading.
5. Place lights at the ends of the jetties to enhance
night visibility.
Thank you for the opportunity to comment on this
project. If you need to discuss these comments or need
additional assistance, please call me at [phone].

cc: William Wescott, Coastal HabCon Coordinator
s:\boatfish\habcon\coast\d4 (baldhead.doc)

L
State of North Carolina
Department of Environment,
Health and Natural Resources
Division of Coastal Management
James B. Hunt, Jr., Governor
Jonathan B. Howes, Secretary
Roger N. Schecter, Director
December 19, 1995
MEMORANDUM
TO: Ms. Renee Gledhill -Early
Environmental Review Coordinator
Division of Archives and History
p HN
.l
NE EIVEO
JAN 23 1996
Wtuiat
MANAGEMENT
FROM: John Parker, Jr.
Major Permits Processing Coordinator
SUBJECT: CAMA/DREDGE & FELL Permit Application Review
APPLICANT: Bald Head Island, Ltd./Prizer Tract
PROJECT LOCATION: S. side of Hwy. 211 & the Prices Crk. Southport/Ft. Fisher Ferry
Terminal, Brunswick Co.
PROPOSED PROJECT: To develop a marina and operations complex.
Please indicate below your agency's position or viewpoint on the proposed project and return
this form by January 9, 1995. If you have any questions regarding the proposed project, please
contact John Parker at 733-2293. When appropriate, in-depth comments with supporting data
are 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
attached comments.
Signed 7L"O, Z,
the project for reasons described in the
9-733-2293 FAX
P.O. Box n Egua7OR Portuunity Affirmative Action Employer T �hO Yeled/ 10%post consume9pape3 7495

North Carolina Department of Cultural Resources
James B. Hunt Jr., Governor
Betty Ray McCain, Secretary
January 18, 1996
MEMORANDUM
TO: John R. Parker Jr., Chief
Major Permits Processing Section
Division of Coastal Management , DEHNR
Colonel Robert J. Sperberg, District Engineer
Army Corps of Engineers, Wilmington District
FROM: David Brook��(�C�J
Deputy State Historic Preservation Officer
SUBJECT: Bald Head Island, Ltd./Pfizer Tract, develop marina
and operations complex, Pfizer Tract, Deep Water
Point, Brunswick County, ER 96-8055
Division of Archives and History
Jeffrey J. Crow, Director
We have reviewed the above permit application and would like to comment.
The upland areas of the Pfizer Tract were surveyed by Archaeological Research
Consultants, Inc. (ARC), Thomas Hargrove, principal investigator. During the
course of the survey two historic and seven prehistoric sites were located. ARC
has recommended that additional archaeological testing be conducted at sites
31 BW564** and 31 BW571. ARC recommends that no additional archaeological
investigations be conducted at the remaining seven site, 31 BW563 * *, 31 BW565,
31 BW566, 31 BW567, 31 BW568, 31 BW569, and 31 BW570. We concur with
these recommendations. If the sites are determined eligible for listing in the
National Register of Historic Places, avoidance or data recovery will be necessary.
The waters of the Cape Fear River adjacent to the Pfizer Tract were surveyed in
1993 during the Cape Fear River comprehensive survey, a cooperative investigation
conducted by the Historic Preservation Office's Underwater Archaeology Unit and
the U.S. Army Corps of Engineers. Although several magnetic anomalies were
detected in the vicinity of the proposed access channel, side -scan sonar imagery
revealed that the anomalies were caused by abandoned dredge pipe and wire cable.
We, therefore, recommend that no underwater archaeological investigations be
conducted in connection with this project.
The above comments are made pursuant to Section 106 of the National Historic
Preservation Act and the Advisory Council on Historic Preservation's Regulations
for Compliance with Section 106 codified at 36 CFR Part 800.
� 109 East Jones Street • Raleigh, North Carolina 27601-2807 ga

Division of Coastal Management
Application Processing Notes
Applicant: � g, \4,
Deadline:
Date/Time: Message:
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Division of Coastal Management P
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Application Processing Processing Notes
Applicant:.
Deadline:
Date/Time: Message:
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UNITED STATES POSTAL SERVICE
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Print your name, address and 21P Code
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• Attach to front of article R apace
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NOV 15 1995
DIVISION vF PENALTY FOR PRIVATE
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•SENDER: Complete items 1 and 2 when additional services are desired, and complete items
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Put your address in the "RETURN TO" Space on the reverse side. Failure to do this will prevent this
card from being returned to you. The return receipt fee will rovide ou the name of the person delivered
to and the date of delivery. Fore rt one Tees The o owing serwces ere avai a e, Consult postmaster
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4. Article Number
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PS Form 3811, Mar. 1988 * U.S.G.P.O. 1988-212-865 DOMESTIC RETURN RECEIPT

UNITED STATES POSTAL SERVICES
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Nov 15 1995 uo
DIVISION OF PENALTY FOR PRIVATE
OASTAL MANAGE MENTUSE, 4300
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Put your address in the "RETURN TO" Space on the reverse side. Failure to do this will prevent this
card from being returned to you. The return receipt fee will provide ou the name df the Person delivered
to and the date of delivery: Fora inone Tees t a o owing services are avel a a. onsu t postmaster
or fees an check ox es for additional servicelsl requested.
1. ❑ Show to whom delivered, date, and addressee's address. 2. ❑ Restricted Delivery
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7. Date of o ery OCT 2 3 M5
PS Form 3811, Mar, 1988 6 U.8.6.P.O. 1988-212-865 DOMESTIC RETURN RECEIPT

UNITED STATES POSTAL SERVICE '?
OFFICIAL BUSINESS '�
Print your name, address and ZIP
In the specs below. `_.
• Complete items 1, 2, 3, and 4 on the
reverse.
• Attach to front of article R specs
permits, otherwise affix to beck of
article.
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D_ i
NOV 15 1995 u
DIVISION vF —�
COASTAL MANAGE PENALTY FOR PRIVATE
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❑ Exprea9 Mail UY"eturn Receipt
for MerchenOiso
Always obtain signature of addressee
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or agent and DATE DELIVERED.
5. ig a e —Address
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8. Addresse ((��j1 a (ONLY if
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fn 7QC iV
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6. Signature — Agent
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7. Date of Delivery��
items
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PS Form 3811, Mar. 1988 a U.S.O.P.O. 1988-212-865 DONMESTfC RETURN RECEIPT

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