27-96 The Rock Golf Links

Permit Class
Permit Number
NEW
STATE OF NORTH CAROLINA
Department of Environment, health & Natural Resources
and -
Coastal Resources Commission
for=- -, -r
% Major Development in an Areaof Enviromnentai Concern
pursuant to NCGS 113A-118 =-
Excavation and/or filling pursuant to NCGS 113-229
Issued to "The Rock Golf Links", c/o R. D. White, P. O. Box 352, Shallotte, NC 28459
authorizing development in Brunswick County
27-96
the Shallotte River, west side, off of SR1191
(Copas Road) , as requested in the permittee's application dated
6/7/95 including workplan drawing
set, sheets 1-9 of 9 for "The Rock Golf Links", dated June, 1995.
This permit, issued on FEBRUARY 27, 1996 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 subiect to a fine, imprisonment or civil action; or may cause the permit to be null and void.
Shoreline/MHW Line Natural Buffer
1) An undisturbed naturally vegetated buffer, not less than thirty feet (30) in width, will be
maintained for the life of the project between the mean high water line (MHW) and all
golf course fairways and greens. Retaining walls necessary to prevent erosion or
sloughing of highground may be installed as requested in the workplans. Such retaining
walls must be above the wetland line. Installation, including tie backs, where necessary,
will disturb the buffer as little as possible.
2) Golf course turf grass management techniques, i.e., the application of fertilizer,
herbicides, etc., will at no time be applied to the natural buffer.
(See attached sheet for Additional Conditions)
This per nit action maybe 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.
4a;sAarg6r N.Schecter, Director
Divion of Coastal Management
This permit and its conditions are hereby accepted.
Signature of Permittee

3
"The Rock Golf Links" Permit #27-96
Page 2 of 5
ADDMONAL CONDITIONS
3) Grading landward of the undisturbed buffer will be sloped toward the interior of the
project and away from the coastal wetland line.
4) Adequate sedimentation and erosion control measures shall be implemented and
maintained to prevent erosion of unconsolidated soil into adjacent wetlands and/or waters.
This is a priority concern during the extensive grading and landscaping of the golf course
construction. All disturbed areas shall be immediately stabilized with vegetative cover.
Bulkheads/Retaining_Walls
5) Alignment of the proposed bulkheads shall be staked by a representative of the Division prior
to construction.
6) The bulkhead shall be constructed prior to any backfilling activity. All backfill material will be
obtained from an upland source.
7) The construction of the bulkhead shall be completed in such a manner as to prevent the erosion
of unconsolidated earthen materials into the adjacent waters/wetlands.
8) The bulkhead shall be structurally tight so as to prevent seepage of backfill material
through the structure.
Cart and Foot Bridges
9) Golf cart bridges over wetlands shall be elevated approximately four (4) feet above
wetland substrate. Golf cart bridges over navigable waters shall provide 6-8 feet of
clearance above the MHW elevation contour and 14-16 feet clear span width.
Protection of Archaeological Sites
10) Prior to initiation of ground -disturbing construction activities in the immediate vicinity of
archaeological site 31BW574, archaeological testing shall be conducted to determine if the site
is eligible for listing in the National Register of Historic Places.
If site 31BW574 is determined eligible for listing in the National Register, and if the site will
be adversely affected by proposed construction activities, a detailed impact mitigation plan shall
be developed and executed.
11) All archaeological investigations shall be conducted under the direction of an experienced
archaeologist. Upon completion of the site testing, 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.

"The Rock Golf Links" Permit #27-96
Page 3 of 5
ADDITIONAL CONDITIONS
If the permittee discovers any previously unknown historic or archaeological remains while
accomplishing the authorized work, he will immediately notify the Wilmington District Engineer
who will initiate the required State/Federal coordination.
Excavation and Fill - General
12) All excavated materials will be confined landward of the mean high water (MIM elevation
contour within adequate dikes or other retaining structures to prevent the spillover of solids into
any vegetated wetlands os surrounding waters.
13) The temporary placement or double -handling of excavated or full materials within waters or
vegetated wetlands is not authorized.
14) The fill material will be clean and free of any pollutants, except in trace quantities.
15) The activitywill 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 in all saltwater classes are not considered significant.
Mitigation For Fresh Wetland Impacts
16) Mitigation to offset the impacts 3.87 acres of woody wetlands resulting from the propsed project
will be the excavation of shallow ponds in highground. A 40 foot wide fringe around the
perimeter of each pond will be planted with species of emergent grass.
17) Prior to beginning any work, a detailed mitigation plan will be submitted to and approved by
the U. S. Army Corps of Engineers (USACE), the N.C. Division of Coastal Management
(NCDCM), and the N. C. Division of Environmental Management (NCDEM).
18) Within the wetland mitigation areas, the physical and chemical properties of the soils will be
suitable to support target plant species. Hydrology will be maintained such that the soils are
either saturated within 12 inches of the surface, or ponded or flooded for at least 12.5 percent
of the growing season under reasonably average climatic conditions. The geomorphology of the
area will be suitable to meet hydrology requirements with regards to contours, elevation, and
drainage/connections with surface waters.

"The Rock Golf LInks"
ADDITIONAL CONDITIONS
Permit #27-96
Page 4 of 5
19) The plan will list wetland vegetative species to be planted. The plan will also describe the
numbers of each species to be planted and the planting plan. Changes in planted species and
locations of planted vegetation may be altered in accordance with onsite field conditions.
Finalization of the planted species and the locations of each species will be located on a map and
forwarded to the USACE, NCDCM, and NCDEM.
20) Survival rates of each species will be at least 80 percent of the number planted. Survival rate
monitoring will be conducted for three years from the initial planting, and will occur at the
beginning and the end of each growing season. If a survival rate of less than 80 percent occurs,
the species will be replanted in accordance with the original planting plan, and a new three year
monitoring period will begin.
21) Failure of any of the proposed parameters will result in your arrangement of a meeting with the
USACE, NCDCM, and NCDEM to allow approval of a revised plan.
22) At the end of a successful three year monitoring period, coordination with the USACE, NCDCM
and NCDEM to ensure that the mitigation areas remain functional wetlands in perpetuity, of
similar or higher quality than the initial design.
Local Government Regulation
23) The entire project, known as "The Rock Golf Links", including a 571 unit subdivision, must
meet Subdivision Regulations and receive Zoning Conditional Use approval of the Town of
Shallotte, prior to construction.
Stormwater Management
24) The Division of Environmental Management approved this project as a Low Density Stormwater
Project on November 28, 1995. Any violation of stormwater management permit No.
SW8950618 will be considered a violation of this CAMA permit.
?jQM 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.
NOTE: Subsequent residential development of individual lots within any areas of Environmental
Concern will require additional permitting through the Division of Coastal Management,
which executes the Town of Shallotte's Minor CAMA Permit Program.
NOTE: The pennittee is advised to contact the Brunswick County Mosquito Control and
Operations Services in Bolivia for advice on methods to reduce mosquito breeding areas
from being created during construction.

Vd -V
Permit Class
Permit Number
STATE OF=NORTH,CAROLINA
Department of Env ionntei"H-ealth & Natural Resources
% l a; _.. r
Major DevelopmenCin ;an'tlrea of -Environmental Concern
pursuant to NCG- .'i13A 11$ �'•
�
Excavation and/or filling putstiant to NCGS 113-229
Issued to "The Rock Golf Links", c/o R. D. White, P. O. Box 352, Shallotte, NC 28459
27-96
authorizing development in Brunswick County at the Shallotte River, west side, off of SR1191
(Copas Road) as requested in the permittee's application dated 6/7/95 including workplan drawing
set, sheets 1-9 of 9 for. "The Rock Golf Links", dated June, 1995.
This permit, issued on FEBRUARY 27, 1996 , 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.
Shoreline/MHW Line Natural Buffer
1) An undisturbed naturally vegetated buffer, not less than thirty feet (30) in width, will be
maintained for the life of the project between the mean high water line (MHW) and all
golf course fairways and greens. Retaining walls necessary to prevent erosion or
sloughing of highground may be installed as requested in the workplans. Such retaining
walls must be above the wetland line. Installation, including tie backs, where necessary,
will disturb the.buffer as little as possible.
2) Golf course turf grass management techniques, i.e., the application of fertilizer,
herbicides, etc., will at no time be applied to the natural buffer.
(See attached sheet for Additional Conditions)
This permit action may be appealed by the permittee or
other qualified persons within twenty (20) days of the
issuing date. An appeal requires resolution prior to work
initiation or continuance, as the case may be.
This permit must be accessible on -site to Department
personnel when the project is inspected for compliance.
Any maintenance work or project modification not
covered hereunder requires further Departmental approval.
All work must cease when the permit expires on
December 31, 1999
In issuing this permit, the State of North Carolina agrees
that your project is consistent with the North Carolina
Coastal Management Program.
Signed by the authority of the Secretary of DEHNR and the
Chairman of the Coastal Resources Commission.
o O er N. Schecter, Director
Division of Coastal Management
This permit and its conditions are hereby accepted.
Signature of Permittee

"The Rock Golf Links" Permit #27-96
Page 2 of 5
ADDITIONAL CONDITIONS
3) Grading landward of the undisturbed buffer will be sloped toward the interior of the
project and away from the coastal wetland line.
4) Adequate sedimentation and erosion control measures shall be implemented and
maintained to prevent erosion of unconsolidated soil into adjacent wetlands and/or waters.
This is a priority concern during the extensive grading and landscaping of the golf course
construction. All disturbed areas shall be immediately stabilized with vegetative cover.
Bulkheads/Retaining Walls
5) Alignment of the proposed bulkheads shall be, staked by a representative of the Division prior
to construction.
6) The bulkhead shall be constructed prior to any backfilling activity. All backfill material will be
obtained from an upland source.
7) The construction of the bulkhead shall be completed in such a manner as to prevent the erosion
of unconsolidated earthen materials into the adjacent waters/wetlands.
8) The bulkhead shall be structurally tight so as to prevent seepage of backfill material
through the structure.
Cart and Foot Bridges
9) Golf cart bridges over wetlands shall be elevated approximately four (4) feet above
wetland substrate. Golf cart bridges over navigable waters shall provide 6-8 feet of
clearance above the MHW elevation contour and 14-16 feet clear span width.
Protection of Archaeological Sites
10) Prior to initiation of ground -disturbing construction activities in the immediate vicinity of
archaeological site 31BW574, archaeological testing shall be conducted to determine if the site
is eligible for listing in the National Register of Historic Places.
If site 31BW574 is determined eligible for listing in the National Register; and if the site will
be adversely affected by proposed construction activities, a detailed impact mitigation plan shall
be developed and executed.
11) All archaeological investigations shall be conducted under the direction of an experienced
archaeologist. Upon completion of the site testing, 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.

"The Rock Golf Links"
ADDITIONAL CONDITIONS
Permit #27-96
Page 3 of 5
If the permittee discovers any previously unknown historic or archaeological remains while
accomplishing the authorized work, he will immediately notify the Wilmington District Engineer
who will initiate the required State/Federal coordination.
Excavation and Fill - General
12) 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 os surrounding waters. '
13) The temporary placement or double -handling of excavated or full materials within waters or
vegetated wetlands is not authorized.
14) The fill material will be clean and free of any pollutants, except in trace quantities.
15) The activitywill 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 in all saltwater classes are not considered significant.
Mitigation For Fresh Wetland Impacts
16) Mitigation to offset the impacts 3.87 acres of woody wetlands resulting from the propsed project
will be the excavation of shallow ponds in highground. A 40 foot wide fringe around the
perimeter of each pond will be planted with species of emergent grass.
17) Prior to beginning any work, a detailed mitigation plan will be submitted to and approved by
the U. S. Army Corps of Engineers (USACE), the N.C. Division of Coastal Management
(NCDCM), and the N. C. Division of Environmental Management (NCDEM).
18) Within the wetland mitigation areas, the physical and chemical properties of the soils will be
suitable to support target plant species. Hydrology will be maintained such that the soils are
either saturated within 12 inches of the surface, or ponded or flooded for at least 12.5 percent
of the growing season under reasonably average climatic conditions. The geomorphology of the
area will be suitable to meet hydrology requirements with regards to contours, elevation, and
drainage/connections with surface waters.

"The Rock Golf LInks"
ADDITIONAL
Permit #27-96
Page 4 of 5
19) The plan will list wetland vegetative species to be planted. The plan will also describe the
numbers of each species to be planted and the planting plan. Changes in planted species and
locations of planted vegetation may be altered in accordance with onsite field conditions.
Finalization of the planted species and the locations of each species will be located on a map and
forwarded to the USACE, NCDCM, and NCDEM.
20) Survival rates of each species will be at least 80 percent of the number planted. Survival rate
monitoring will be conducted for three years from the initial planting, and will occur at the
beginning and the end of each growing season. If a survival rate of less than 80 percent occurs,
the species will be replanted in accordance with the original planting plan, and a new three year
monitoring period will begin.
21) Failure of any of the proposed parameters will result in your arrangement of a meeting with the
USACE, NCDCM, and NCDEM to allow approval of a revised plan.
22) At the end of a successful three year monitoring period, coordination with the USACE, NCDCM
and NCDEM to ensure that the mitigation areas remain functional wetlands in perpetuity, of
similar or higher quality than the initial design.
Local Government Regulation
23) The entire project, known as "The Rock Golf Links", including a 571 unit subdivision, must
meet Subdivision Regulations and receive Zoning Conditional Use approval of the Town of
Shallotte, prior to construction.
Stormwater Management
24) The Division of Environmental Management approved this project as a Low Density Stormwater
Project on November 28, 1995. Any violation of stormwater management permit No.
SW8950618 will be considered a violation of this CAMA permit.
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.
NOTE: Subsequent residential development of individual lots within any areas of Environmental
Concern will require additional permitting through the Division of Coastal Management,
which executes the Town of Shallotte's Minor CAMA Permit Program.
NOTE: The permiee is advised to contact the Brunswick County Mosquito Control and
Operations Services in Bolivia for advice on methods to reduce mosquito breeding areas
from being created, during construction.

"The Rock Golf Links"
ADDITIONAL CONDITIONS
Permit #27-96
Page 5 of 5
NOTE: The Division of Environmental Management, in addition to the SWMP referred to in
Condition No. 24 of this permit also authorized this project under Section 401 General
Water Quality Certification No. 3025, issued on February 20, 1996. The Certification
provides additional important environmental safeguards to which the permittee must
strictly adhere.

Permit Class
Permit Number
STATE
Department of Em
X Major Devi
pursuant to
Excavation and/or
H„
Resources
LvIronmental Concern
putstiant to NCGS 113-229
Issued to "The Rock Golf Links", c/o R. D. White, P. O. Box 352, Shallotte, NC 28459
27-96
authorizing development in Brunswick County at the Shallotte River, west side, off of SR1191
(Copas Road) , as requested in the permittee's application dated 6/7/95 including workplan drawing
sheets 1-9 of 9 for "The Rock Golf Links", dated June, 1995.
This permit, issued on FEBRUARY 27, 1996 , 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.
Shoreline/MHW Line Natural Buffer
1) An undisturbed naturally vegetated buffer, not less than thirty feet (30) in width, will be
maintained for the life of the project between the mean high water line (MHW) and all
golf course fairways and greens. Retaining walls necessary to prevent erosion or
sloughing of highground may be installed as requested in the workplans. Such retaining
walls must be above the wetland line. Installation, including tie backs, where necessary,
will disturb the buffer as little as possible.
2) Golf course turf grass management techniques, i.e., the application of fertilizer,
herbicides, etc., will at no time be applied to the natural buffer.
(See attached sheet for Additional Conditions)
This permit action may be appealed by the permittee or
other qualified persons within twenty (20) days of the
issuing date. An appeal requires resolution prior to work
initiation or continuance, as the case may be.
This permit must be accessible on -site to Department
personnel when the project is inspected for compliance.
Any maintenance work or project modification not
covered hereunder requires further Departmental approval.
All work must cease when the permit expires on
December 31, 1999
In issuing this permit, the State of North Carolina agrees
that your project is consistent with the North Carolina
Coastal Management Program.
Signed by the authority of the Secretary of DEHNR and the
Chairman of the Coastal Resources Commission.
06 ger N. Schecter, Director
Div Sion of Coastal Management
This permit and its conditions are hereby accepted.
Signature of Permittee

"The Rock Golf Links" Permit //27-96
Page 2 of 5
ADDITIONAL CONDITIONS
3) Grading landward of the undisturbed buffer will be sloped toward the interior of the
project and away from the coastal wetland line.
4) Adequate sedimentation and erosion control measures shall be implemented and
maintained to prevent erosion of unconsolidated soil into adjacent wetlands and/or waters.
This is a priority concern during the extensive grading and landscaping of the golf course
construction. All disturbed areas shall be immediately stabilized with vegetative cover.
Bulkheads/Retaining Walls
5) Alignment of the proposed bulkheads shall be staked by a representative of the Division prior
to construction.
6) The bulkhead shall be constructed prior to any backfilling activity. All backfill material will be
obtained from an upland source.
7) The construction of the bulkhead shall be completed in such a manner as to prevent the erosion
of unconsolidated earthen materials into the adjacent waters/wetlands.
8) The bulkhead shall be structurally tight so as to prevent seepage of backfill material
through the structure.
Cart and Foot Brides
9) Golf cart bridges over wetlands shall be elevated approximately four (4) feet above
wetland substrate. Golf cart bridges over navigable waters shall provide 6-8 feet of
clearance above the MHW elevation contour and 14-16 feet clear span width.
Protection of Archaeological Sites
10) Prior to initiation of ground -disturbing construction activities in the immediate vicinity of
archaeological site 31BW574, archaeological testing shall be conducted to determine if the site
is eligible for listing in the National Register of Historic Places.
If site 31BW574 is determined eligible for listing in the National Register, and if the site will
be adversely affected by proposed construction activities, a detailed impact mitigation plan shall
be developed and executed.
11) All archaeological investigations shall be conducted under the direction of an experienced
archaeologist. Upon completion of the site testing, 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.

"The Rock Golf Links" Permit #27-96
Page 3 of 5
ADDITIONAL CONDITIONS
If the permittee discovers any previously unknown historic or archaeological remains while
accomplishing the authorized work, he will immediately notify the Wilmington District Engineer
who will initiate the required State/Federal coordination.
Excavation and Fill - General
12) 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 os surrounding waters.
f
13) The temporary placement or double -handling of excavated or full materials within waters or
vegetated wetlands is not authorized.
14) The fill material will be clean and free of any pollutants, except in trace quantities.
15) 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 NTUs or less in all saltwater classes are not considered significant.
Mitigation For Fresh Wetland Impacts
16) Mitigation to offset the impacts 3.87 acres of woody wetlands resulting from the propsed project
will be the excavation of shallow ponds in highground. A 40 foot wide fringe around the
perimeter of each pond will be planted with species of emergent grass.
17) Prior to beginning any work, a detailed mitigation plan will be submitted to and approved by
the U. S. Army Corps of Engineers (USACE), the N.C. Division of Coastal Management
(NCDCM), and the N.C. Division of Environmental Management (NCDEM).
18) Within the wetland mitigation areas, the physical and chemical properties of the soils will be
suitable to support target plant species. Hydrology will be maintained such that the soils are
either saturated within 12 inches of the surface, or ponded or flooded for at least 12.5 percent
of the growing season under reasonably average climatic conditions. The geomorphology of the
area will be suitable to meet hydrology requirements with regards to contours, elevation, and
drainage/connections with surface waters.

"The Rock Golf Links" Permit #27-96
Page 4 of 5
ADDITIONAL CONDITIONS
19) The plan will list wetland vegetative species to be planted. The plan will also describe the
numbers of each species to be planted and the planting plan. Changes in planted species and
locations of planted vegetation may be altered in accordance with onsite field conditions.
Finalization of the planted species and the locations of each species will be located on a map and
forwarded to the USACE, NCDCM, and NCDEM.
20) Survival rates of each species will be at least 80 percent of the number planted. Survival rate
monitoring will be conducted for three years from the initial planting, and will occur at the
beginning and the end of each growing season. If a survival rate of less than 80 percent occurs,
the species will be replanted in accordance with the original planting plan, and a new three year
monitoring period will begin.
21) Failure of any of the proposed parameters will result in your arrangement of a meeting with the
USACE, NCDCM, and NCDEM to allow approval of a revised plan.
22) At the end of a successful three year monitoring period, coordination with the USACE, NCDCM
' and NCDEM to ensure that the mitigation areas remain functional wetlands in perpetuity, of
similar or higher quality than the initial design.
Local Government Regulation
23) The entire project, known as "The Rock Golf Links", including a 571 unit subdivision, must
meet Subdivision Regulations and receive Zoning Conditional Use approval of the Town of
Shallotte, prior to construction.
Stormwater Management
24) The Division of Environmental Management approved this project as a Low Density Stormwater
Project on November 28, 1995. Any violation of stormwater management permit No.
SW8950618 will be considered a violation of this CAMA permit.
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.
NOTE: Subsequent residential development of individual lots within any areas of Environmental
Concern will require additional permitting through the Division of Coastal Management,
which executes the Town of Shallotte's Minor CAMA Permit Program.
NOTE: The permiee is advised to contact the Brunswick County Mosquito Control and
Operations Services in Bolivia for advice on methods to reduce mosquito breeding areas
from being created during construction.

"The Rock Golf Links"
ADDITIONAL CONDITIONS
Permit #27-96
Page 5 of 5
NOTE: The Division of Environmental Management, in addition to the SWMP referred to in
Condition No. 24 of this permit also authorized this project under Section 401 General
Water Quality Certification No. 3025, issued on February 20, 1996. The Certification
provides additional important environmental safeguards to which the permittee must
strictly adhere.

i
.s6 t%� Am 2522
Vdmaykn, ✓red:. %60i'w 28402
rd. 310-452-0009
54a&.t ll�l 9-0>4
9(' g&fi ' June 15, 1995 seas iier8/Gvi!!e 4i ,�
Y %6�F `Tw"" Vd6iVo,y.1ff 2s408
- -- --- -
Ed Brooks
Division of Coastal Management i
127 Cardinal Drive Extension _;;; ji?J"F =—
Wilmington, N.C. 28405
Re: Submission of "The Rock Golf Links?.•,,CAMA;hIajor Application.
Dear Ed:
Enclosed please find 24 copies of the blueline drawings of "The
Rock" which details all of the proposed interior wetland 404
impacts and dimensions of the various site improvements. As
discussed in the application package Mr. R.D. White, et.al. owns
the 569 acre property and they desire to construct the 18 hole golf
course with clubhouse and amenities plus plat and develop 571
single family residential lots. Mr. White also has 3 multi -family
sections which will remain undeveloped until public sewer becomes
available.
With this CAMA Major submission the sedimentation control plan and
stormwater plans arb also being included as vital parts of the
application package. A summary of 404 wetland impacts is attached
as a reduced 11'x 17" color coded map which helps to illustrate
various locations of specific land use impacts. The $250.00
application fee and a sheet containing riparian land owner names
and address is also attached.
On some adjacent riparian neighbors Mr. White has explained the
project personally and on others he has mailed the attached
"Notification Letter" by Certified Mail, Return Receipt Requested.
As the return receipts come in Mr. White will forward them to you.
As to CAMA concerns there will be no saltmarsh or estuarine waters
directly filled or excavated. There will be, however, 7 elevated
wooden cart paths over saltmarsh vegetation but in order to reduce
shading impacts they will be at least 6 ft. above the MHW contour.
Also, there are potentially 11 separate locations for
bulkhead/riprap retaining walls all at or above all 404 wetlands
and/or MHW or NWL contours. The purpose of the 2250 L.F. of
bulkheading is to stabilize either existing eroding bluffs or help
prevent sediment from newly constructed fairways from reaching
saltmarsh areas.

Ed Brooks
Page 2
The 404/CAMA wetlands were identified during the Fall of 1993 and
the Corps approved the line in January of 1994. The wetland lines
are illustrated on the attached bluelines. In order to save money,
the 404/CAMA wetland line is used as the MHW contour which Mr.
White recognizes increases his impervious cover ratios.
Finally, the 3.87 acres of "woody" 404 wetlands which will be
impacted with fill or excavation are to be mitigated by a 1:1
replacement by the creation of shallow ponds out of uplands and the
planting of a 40' wide wetland shelf around their perimeters which
will be planted with emergent grass like plant species.
Should you have any other questions, please feel free to contact
Jay Houston or myself at your convenience.
Sincerely,
Rob Moul, M.E.M.
Environmental Consultant
RM/dm
Enclosures: CAMA Application
24 Drawings
cc: R.D. White
Jay Houston, P.E.
rJ

"THE ROCK GOLF LINKS"
Form DeM-MP-1
APPLICATION
(To be completed by all applicants)
b. City, town, community or landmark
1. APPLICANT
c. Street address or seconds road number
o- S2
a. Landowners If — i —
Name R D• l 6, �� J j(, d. Is proposed work withi ty limits or planning
jurisdiction? ?< Yeses No
[� D, lox 355 a �Y`' �T 3— Ca` L.:i„�7
Address a Name of body of water n est project
Grr Y P j (•g• river,
City cJh e4(6 � State AI'C creek, sound, bay) S (� ll0 1 � � `ue...
Zip 5959 Day Phone Rl0 75-f—L�-1Ao(-N)
Fax C`> 5 4 -e- 411,5 [c) 754 `z2.x-qQQ )3. DESCRIPTION AND PLANNED USE
OF PROPOSED PROJECT.
b. Authorized Agent:
Name ceD L�51-0 K) P C. a.
/
Address
City 5141 State /,-> C
Zip Z8rf $ 2 Day Phone b
Fax o S --21
c. Project name (if any)
NOTE. Perndl wits be issued in name of raldo r(s), ,d/or
'projea MM.
2. LOCATION OF PROPOSED
PROJECT
a. County R 1^ k. 5e . CGC
List all development activities you propose (e.g.
building a home, motel, marina, bulkhead, pier, and
excavation and/or filling activities.
/t� 4�/, Pwh�l �olF sQ Sz/
Rr')6 [4
b. Is the proposed activity maintenance of an existing
project, new work, or both? AJe,.y Qe.0 K
c. Will the project be for public, private or commercial
use? 11._-6 /,z . c;;.3 (F m ��
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. �iLQ_�e,,, C,
iE a xtt� `°R
J F P�b�- �%^�-t7- r- a d,• F't �s.J..l3
Revised 03/95

Form DCM-MP-I
4. LAND AND WATER
CHARACTERISTICS
a. Size of entire tract 5 6 q c'.ov-m
b. Size of individual lot(s) -f 1, ooe 5,y�7,
c. Approximate elevation of tract above MHW or
NWL. —4 t� -PL u-hot1Q rvt4t,J
in. Describe existing wastewater treatment facilities.
n. Describe location and type of discharges to wate:
of the state. (For example, surface runoff, sanitar
wastewater, industrial/commercial effluent, "was
down" and residential discharges.)
rt! / 14-
d. Soil type(s) aid t9 xture(s) of trjj ct F,'Ne (ow y 1Z_ J o. Describe existing drinking water supply source.
C39L ¢e4v/OuSIoW /7-ack
e. Vegetation on tract M% i�.sl� /%,G �f�aa"/
t ron Y — So w2 O S2 L,
f. Man-made features now on tract Cog4s S•Lo =S
tIIb- -I,' - - d�U � � i w�
II
-- v,..4.c[.c
g. What is the CAMA Land Use Plan land
classification of the site? (Conrtdt the local land =e plan.)
$wl.yie.s��P/�e/S
Conservation ransttional
Developed Community
Rural Other
h. How is the tract zoned by local government?
— l 5 ;7o -F cL . p
i. Is the proposed project consistent with the applicable
zoning? tomes No
(Attach zoning compliance certificate, if applicable)
Has a professional
done for the tract?
If yes, by whom? _
archaeological assessment been
Yes o
k. Is the project located in a National Registered
Historic District or does it involve a National
Register listed or eligib property?
Yes No
Are there wetlands on the site? _ Yeses —No
Coastal (marsh) S Other
If yes, has a delineation been conducted? eS
(Attach docvmemadon, if o.•aflabl,)
S¢.e c+bl, il.cd COE Appre✓eCl
5. ADDITIONAL INFORMATION
In addition to the completed application form, the
following items must be submitted:
• A copy of the deed (with state application only) or
other instrument under which the applicant claims title
to the affected properties. If the applicant is not
claiming to be the owner of said property, ther.
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 I/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)N _ 1 to ----
numbers, landmarks, and the like. 6. (CERTIFICATION AND PERMISSION
TO ENTER ON LAND
�A Stormwater Certification, if one. is necessary:''- -"
,:,*/A list of the names and complete addresses of the I understand that any permit issued in response to this
adjacent waterfront (riparian) landowners and application will allow only the development described in
signed return receipts as proof that such owners the application. The project will be subject to conditions
have received a copy of the application and plats and restrictions contained in the permit.
by certified mail. Such landowners must be advised
that they have 30 days in which to submit comments I certify that to the best of my knowledge, the proposed
on the proposed project to the Division of Coastal activity complies with the State of North Carolina's
Management. Upon signing this form, the applicant approved Coastal Management Program and will be
further certifies that such notice has been provided. conducted in a manner consistent with such program.
Name L, Si`
Address
Phone
Name
Address
Phone
Name
Address
Phone
I certify that I am authorized to grant, and do in fact,
grant permission to representatives of state and federal
review agencies to enter on the aforementioned lands in
connection with evaluating information related to this
permit application and follow-up monitoring of the
project.
I further certify that the information provided in this
application is truthful to the best of my knowledge.
v4 A list of previous state or federal permits issued for This is thedayof
work 19 q s.
work on the project tract. Include permit numbers, Print Name J• 14A,e ,
permittee, and issuing dates. //' �p /
�fOl [err7iFc,iou9y/ t'3 /3�Z���f� Signature
/ Imdxor or AWhoriZed Agent
` WLIP0 14 CoeZP4/19?goa6(:���f��3%9j,
�A check for $250 made payable to the Department of ( Pleindicate attachments pertaining to your proposed
Health d N to al R project.
n tronmen , , an a r esources
(DEHNR) to cover the costs of processing the
application.
• A signed AEC hazard
oceanfront and inlet areas.
notice for projects in
r'1/9-
• A statement of compliance with the N.C.
Environmental Policy Act (N.C.G.S. 113A - 1 to
10) If the project involves the expenditure of public
funds or use of public lands, attach a statement
documenting compliance with the North Carolina
Environmental Policy Act. ri/,Z�
DCM MP-2
Excavation and Fill Information
_&/-VCM MP-3
Upland Development
DCM MP-4
Structures Information
M MP-5
Bridges and Culverts
DCM MP-6
Marina Development
NOTE. Please sign -and date each attachment in the
space provided at the bottom of each form.
Revised 03/95

,
Form DCM-MP-3
UPLAND
DEVELOPMENT
(Construction and/or land disturbing activities)
V.
Attach this form to Joint Application for CAMA Major h.
Permit, 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
structures proposed5
pr�S�r12 L 1e a IF Cc.r fi.nu :r,psi.
b. Number of lots or parcels
1.o7-s
C. Density (give the number of residential units and the
units per acre)
d. Size of area to be graded, filled or disturbed
including roads, ditches, etc. 191 y�
n - n --
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 subbmUtted to the Division of Land
Resources? Yes No
If yes, date submitted — / 5 — 95
f. List the materials (such as marl, paver stone,
asphalt, or concrete) to be used for paved surfaces.
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.
W a" $ T C �. S2. SCc.+�•4vyv
Revised 03/95
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?
_L�yes No
If yes, date submitted 6 —/5 —9 S
Describe proposed method of sewage disposal.
vs7- C
Have the facilities described in Item i, above
received state or local approval?
(Attach appropriate documentation)
k. Describe location and type of proposed discharges to
waters of the state (for example, surface runoff,
sanitary wastewater, industrial/commercial effluent,
"wash down" and residential discharges).
None
1. Describe proposed drinking water supply source
(e.g.. well, community, public system, etc.)
M. Will water be. impounded? _Yes � No
If yes, how many acres?
n. If the project is a oceanfront development, when
was the lot(s) platted and recorded? il//A
Applicant or Project Name
Sig tune
Tic- 7 1 q 2s
Date

Form DCM-MP-2
EXCAVATION
AND FILL
(Except bridges and culverts)
Attach this form to Joint Application for CAMA Major
Permit, Form DCM-MP-1. Be sure to complete all
other sections of the Joint Application that relate to this
proposed project.
Describe below the purpose of proposed excavation or
fill activities. All values to be given in feet.
Access
channel
(MLW) or (NWL)
Canal
Boat
basin
Boat
ramp
Rock
groin
Rock
breakwater
Other
(Excluding
shoreline
stabilization)
Average Final
Eristing Project
Length Width Depth Depth
1. EXCAVATION Po ,,j c� S
a. Amount of material to be excavated from below
MHW or NWL' in cubic yards
b. Type of material to Oe excavated)I �c o
c. Does the area to be excavated include coastal
wetlands (marsh), submerged aquatic vegetation
(SAVs) or other wetlands? _✓Yes T No
Lpp+f t �r {o, �5 Cq'(.eSC-J/q,�yy
d. Highground excavation in cubic yards % c
2. DISPOSAL OF EXCAVATED
MATERIAL
a. Location of disposal area 9otF
b. Dimensions of disposal area ✓� 1 ��s -
c. Do you claim title to disposal area?
des No
If no, attach a letter granting permission from the
owner.
d. Will a disposal area be ava4aw for future
maintenance? _ Yes No
If yes, where? No hl o�
Revised 03/95

Form DCM-MP-2
e. Does the disposal area include any coastal wetlands
(marsh), SAVs or other wetlands?
Yes ✓ivo
f. Does the disposal includ any area in the water?
Yes _ No
3. SHORELINE STABILIZATION
If yes,
(1) Amount of material to be placed in the
water A)ohi E
(2) Dimensions of fill area
(3) Purpose of fill
b. Will fill material be placed in coastal wetlands
(marsh),.SAVs or other wetlands?
✓✓ Yes. No
If yes, /
a. Type of shoreline stabilization (I) Dimensions of fill area 3S X 4 s
>� Bulkhead ✓Rjprap &-I- • A q Q-CA"'c--
(2) Purpose of fi119 (Z pq ,-.a,Y
b. Length __ as JD'� GroSS, o F o w�
c. Average distance waterward of MHW or NWL -
G-b0UQ' all MwrcL, t 0.bk'�ur M1}LJ
5. GENERAL
d. Maximum distance waterward of MHW or NWL
a.
e. Shoreline erosion during preceding 12 months
(Source of information) 1/,Se-c Z7( 5a crude)
f. Type of bulkhead or ripr material
p materCroSs.r¢—
cJeor��Or C�Qow �DGcw;nl� b.
�C
g. Amount of fill in cubic yards to be placed below
water level
(1) Riprap — d —
(2) Bulkhead backfill — co
h. Type of fill material C/"- ..J t=on-'S
i. Source of OW fill cnpterial
rc
4. OTHER FILL ACTIVITIES
(Excluding Shoreline Stabilization)
a. Will filll aterial be brought to site?
Yes No
How will excavated or fill material be kept on site
and erosion controlled? %el :.+ d
a/ C u A 12 OLI 4.I'r`'2i
-f-,
t L iOb�c+ 4
What type of construction equipment will be used
(for example, dragline, backhoe, or hydraulic
dredge)? /
l.J.. Tc' i ems. ,
ddD7 a. - t ' Ala C:J /4-4o'v
c. Will wetlands be cr3ssed in transporting equipment
to project site? Yes I--- No
If yes, explain steps that will be taken to lessen
environmental impacts.
Appficent or Prof Name
Vignsture��G�
f"u r� 74 l l9 S
Date
Revked 011"

Fdrm DCINI-MP-5
BRIDGES AND
CULVERTS.
Attach this form to Joint Application for CAMA Major
Permit, Form DCM-MP,-1. Be sure to complete all
other sections of the Joint Application that relate to this
proposed project.
1. BRIDGES
a. Public Private
(4) Will all, or a part of, the existing culvert be
removed? (Explain)
g. Length of proposed bridge
h. Width of proposed bridge
�O ri
i. et ht of
proposed bridge above wetlands
�6- /J T I 0.b i -5m' , 1 54Y /2,
b. Type of bridge (cgo,nstruction material) j. Will the proposed bridge -affect existing water flow?
�JooJm,.J Yes No
o r.r LJO.J, If yes, explain
c. Water body to be crossed by bridge
: SG
d. Water depth at the proposed crossing at MLW or
NWL
e. Will proposed bridge replace an existing bridge?
Yes I. --No
If yes,
(1) Length of existing bridge
(2) Width of existing bridge
(3) Navigation clearance underneath existing
bridge
(4) Will all, or a part of, the existing bridge be
removed? (Explain)
f. Will proposed bridge replace an existing culvert(s)?
Yes fNo
If yes,
(1) Length of existing culvert
(2) Width of existing culvert
(3) Height of the top of the existing culvert above
the MHW or N.VL -
k. Navigation clearance underneath proposed bridge
MIA
1. Will the proposed bridge affect navigation by
reducing or increasing the existing navigable
opening? Yes • .
If yes, explain
in. Will the proposed bridge cross wetlands containing
no navigable waters? Yeses No
If yes, explain f3 l 4 C r-cr s c
�04 � m7l4 �s 7G
n. Have you contacted the U.S. Coast Guard
concerning their approval?
Yes CIio7 h�.+/�46G
If yes, please provide record of their action.
Revised 03195

Form DCM-DIP-S
2. CULVERTS
a. Water body in which culvert is to be placed
er' l� t�(0- E(-Ges - 5-ae- Ply(
b. Number of culverts proposed
c. Type of culvert construction material, s le)
c Cr�v a. e
v V ZAa
d. Will proposed culvert replace an existing bridge?
Yeso
If yes,
(1)
Length of existing bridge --
(2)
Width of existing bridge
(3)
Navigation clearance underneath existing
bridge 1
(4)
Will all, or a part of, the existing bridge be
removed? (Explain)
e. Will proposed culvert replace an existing culvert?
Yes ��Io
If yes,
(1)
Length of existing culvert ^
(2)
Width of existing culvert —
(3)
Height of the top of the existing culvert above
the MHW or NWL
(4)
Will all, or a part of, the existing culvert be
removed? (Explain) —
j. Will the proposed culvert affect existing navigatio
potential? Yes P-f No
If yes, explain
3. EXCAVATION AND FILL
a. Will the placement of the proposed bridge or culver
require any excavation low the N[HW or NWL?
Yes No
If yes,
(1) Length of area to be excavated
(2) Width of area to be excavated
(3) Depth of area to be excavated
(4) Amount of material to be excavated in cubic
yards
L3
C.
f. Length of proposed culvert �D IN/boy tulo�{�-lS
g. Width of proposed culvert l �4�4� {.5� +1 ��/d.
h.' Height of the top of the proposed culvert above the
MHW or NWL _ ' S _ PKC. _c
Will the proposed culve affect existing water flow?
Yes No
If yes, explain
Will the placement of the proposed bridge or culvert
require any excavation within:
Coastal Wetlands _ SAVs tier Wetlands
If yes,
(1) Length of area to be excavated a 1�0
(2) Width of area to be excavated T
(3) Amount of material to be excavated in cubic
yards �' / tO C
Will the placement of the proposed bridge or culvert
require any highground excavation?
des No
If yes,
(1) Length of area to be excavated 3445-
(2) Width of area to be excavated .3 0
(3) Amount of material to be excavated in cubic
yards := 2Z Coco C. a,
'/n Q-chtteve_ SYx.blc loeec
If the placement of the bridge or culvert involves
any excavation, please complete the following:
(1) Location of the spoil disposal area
c9 ;-j c Q/ 4 T
(2) Dimensions of s il disposal ar
SE A --..s 5z- �
(3) Do you claim title to the disposal area?
`_�Y_es No
If no, attach a letter granting permission from
the owner.
Revised 03/95

Form DC'M-MP-5
(4) Will the disposal area be available for future
maintenance? Yes ✓No
(5) Does the disposal area include any coastal
wetlands (marsh), SAVs or other wetlands?
Yes �o
If yes, give dimensions if different from (2)
b. Will the proposed project require the relocation of
any existing utility lines? _Yes No
If yes, explain in detail
a C--c4T�
above. = P;; _ c� o Mill the proposed project require the construction of
(6) Does the disposal area include any area below -any temporary detour structures?
the MHW or NWL? Yes �NTo; _Yes No
If yes, give dimension if different firom,Noa2 ; :.;:;; .r_- _If-yes;;explain in detail
above.
e. Will the placement of the proposed bridge or culvert
result in any fill (other than excavated material
described in Item d. above) to be placed below
MHW or NWL? Yes No
If yes,
(1) Length of area to be filled
(2) Width of area to be filled
(3) Purpose of fill
✓t/ f9-
f.. Will the placement of the proposed bridge or culvert
result in any fill (other than excavated material
described in Item d. above) to be placed within:
Coastal Wetlands _ SAVs Other Wetlands
d. Will the proposed project mre any work
channels? Yes No
If yes, complete Form DCM-MP-2
e. How will excavated or fill material be kept on site
and erosion controlled?
If yes,
(1) Length of area to be filled 1 Aso
(2) Width of area to be filled g.
(3) Purpose of
1g'd Cqc--z
g. Will the placement of the proposed bridge or culvert
result in any fill (other than excavated material
described in Item above) to be placed on
highground? Yes No
If yes,
(1) Length of area to be filled
(2) Width of area to be filled i
(3) Purpose of fill
PLC \J
4. GENERAL
a. Will th�roposed project involve any mitigation?
L. Yes No
If yes, explain in detail Ale, , Po..id g c..;'t"G L
115 1 I vbT,o
What type of construction equipment will be used
(for example, dragline, backhoeor hydraulic
dredge)? h �� Gc 4 e. . 1D CL—
Ci
Will wetlands be crossed in transporting equipment
to project site? Yes No
If yes, explain steps that will be taken to lessen
environmental impacts.
h. Will the placement of the proposed bridge or culvert
require any shoreline stabilization?
Yes t`&o
If yes, explain in detail
npplimnt or Project,ame
s'�g�aaturc /70
Date
"No s.AX-7
Revised 03/95

F�; �.
's" Y4+ ( •. �l" gin' Y
Y'k�i
��'� ��.

U.S.G.S. 1943 & 1990 TOPOGRAPHIC MAPS
1
��
y
X2 =.\
MW
--�_
10
`/
r
z _ < • til� -.
1S ell
TTraill
Par
. a o
railer
Park
LAND MANAGEMENT GROUP, INC

BRUNSWICK CO. SCS SURVEY
LAND MANAGEMENT GROUP, ING

-ram

R
State of North Carolina
Department of Environment,
Health and Natural Resources / • •
Division of Coastal Management _
James B. Hunt, Jr., Governor+�
Jonathan B. Howes, Secretary [D E H N FDI
Roger N. Schecter, Director
September 13, 1995
Mr. R. D. White, III
P. O. Box 352
Shallotte, NC 28459
Dear Mr. White:
This letter is in reference to your application for a Coastal Area Management Act
(CAMA) Permit to develop a golf course/subdivision on the Shallotte River, in Brunswick
County. As you are aware, considerable application review has taken place. Several agencies
have completed their review. Others are requesting more information and/or need additional
review time. . ,
On or about September 5th, this office became aware that the Division of Environmental
Management had requested more information from your consultant on stormwater management.
We have now received a copy of the Linda Lewis letter of September 6 to Mr. Houston. This
request for additional information by a key review agency is justification for this office to place
processing of your application in abeyance until such information is submitted. This action is
taken under T15A:077.0207(e) of the Rules of the Coastal Resources Commission.
In addition to this notice, it is also important that you be aware of a recommendation by
the Division of Archives and History concerning an archaeological investigation of the property.
Such recommendations, our records will show, are most often included in the permit action. It
is, therefore, suggested that you consider this request and that either yourself or your agent make
the contact suggested in the attached memorandum.
P.O. Box 27687. Raleigh. North Carolina 27611-7687 Telephone [phone] FAX [phone]
An Equal Opportunity Affirmative Action Employer 50%recycled/ 10% past -consumer paper

Mr. R. D. White
Page 2
September 13, 1995
Should you have any questions on the content of this letter, do not hesitate to contact this
office or Ed Brooks in the Division's Wilmington office.
Very sincerely,
o R. Parker, Jr.
Major Permits Processing Coordinator
JRP:jr/aw
cc: Ed Brooks
Linda Lewis
Renee Gledhill -Early
Enclosure

DIVISION OF COASTAL MANAGEMENT
APPLICATIQN TRANSMPITAL/PROCESSING R]
"A) APPLICANT: R. D. White/The Rock Golf Links COUNTY: Brunswick
LOCATION OF PROJECT: off Copas Rd (SR 1191) adj. to the Shallotte Rive§N/A
DATE APPLICATION RECEIVED COMPLETE BY FIELD: 06/26/95FIELD RECOMMENDATION: Attached - No To Be Forwarded - Yes NCONSISTENCY DETERMINATION: Attached - N/A To Be Forw
FIELD REPRESENTATIVE: E. F. Brooks DI�CT OFFICE: Wilmington�J_►y
DISTRICT MANAGER REVIEW:/fi�✓�—'
B) DATE APPLICATION RECEIVED IN GH: _ a ¢ FEE REC'D:
4
PUBLIC NOTICE REC'D: END OF NOTICE DATE: GSt�
ADJ. RIP. PROP NOTICES REC'D: DEED REC'D:
C)
APPLICATION ASSIGNED TO: _ ON: 5
75 DAY DEADLINE: — 150 DAY DEADLINE: t I i-, -
MAIL OUT DATE: % — ) O — 6) i STATE DUE DATE: !?— I / — q r
FEDERAL DUE DATE: — — FED. COMMENTS REC'D
PERMIT FINAL ACTION: ISSUE � DENY DRAFT ON x -) 9 —9 L
AGENCY
DATE COMMENTS
RETURNED
OBJECTIONS
YES NO
NOTES
Coastal Management Dist. Office
_ Q
Div. of Community Assistance
Land Quality Section
1 11�95
Div. Of Env. Management
.9 G
State Property Offic
`. C)-%—
P•n�
Div. of Archives & History
Div. of Env. Health
y._ _ 9
,v
Div. of Highways
Wildlife Resources Commission
—
Div. of Water Resources
U .� '
L
Div. of Marine FisheriesI
Q t'a�le
r Q

11
Recommendations for State Permit - R.D. White/The ROCK Golf Links Jon()11.11J 8/7/95
The majority of this project is outside our jurisdictional Areas of Environmental Concern. By locating
the golf course along the high ground adjacent to the river, a vegetative. buffer is established between
upland development, and associated impervious coverage/stormwater run-off, and the river. Conversely,
improper application of fertilizers and/or pesticides could result in contaminants reaching the adjacent
water. The course location also eliminates the future potential for numerous private piers into the
Shallotte River, preserving the existing aesthetics within the public trust area. Provided the proposed
cart bridges are elevated adequately to prevent shading impacts, and bulkheads are constructed landward
of all wetland fringes, no direct adverse impacts are anticipated to coastal wetlands. Secondary and long
term impacts are always associated with any development, however, the proposed density and built -upon
area for this project is approximately 1/2 of allowable coverage under current regulatory guidelines. The
applicant has been advised to contact the USACOE directly, as my conversations with Corps staff
indicated that they may require an individual permit application for the proposed pond excavation and
mitigation plan. The applicant's consultants reported that the COE approved wetland delineation was
based on vegetation and soils only, and that if wells were installed to monitor the hydrology, the
wetland area would be significantly reduced. My observations on the site would support this statement
to the extent that, many of the delineated areas are associated with existing/remnant ditches which may
have reduced or eliminated wetland hydrologic functions. Provided that the wetland losses from
proposed road crossings and fairway fill, receive 401 certification, that the USACOE authorizes the road
crossings and the pond excavation and mitigation plan, and the proposed project is consistent with local
planning and zoning requirements, I have no objections to the proposed project subject to the following
conditions:
1. Adequate sedimentation and erosion control measures shall be implemented and maintained to
prevent erosion of unconsolidated soil into adjacent wetlands and/or waters. This is a priority
concern during the extensive grading and landscaping of the golf course construction. All
disturbed areas shall be immediately stabilized with vegetative cover.
f �T 2. Subsequent residential development of individual lots within any area(s) of Environmental
a q Concern will require additional permitting through the Division, which executes the Town of
Shallotte's Minor CAMA Permit Program.
r4.
Alignment of the proposed bulkheads shall be staked by a representative of the Division prior
to construction.
The bulkhead shall be constructed prior to any backfilling activity. All backfill material will be
3 obtained from an upland source.
5. The construction of the bulkhead shall be completed in such a manner as to prevent the erosion
of unconsolidated earthen materials into the adjacent waters/wetlands.
I
6. The bulkhead shall be structurally tight so as to prevent seepage of backfill material through
the structure.
y 9� 7. Golf cart bridges over wetlands shall be elevated approximately 2 feet above the average height
t of wetland vegetation. Golf cart bridges over navigable waters shall provide 6-8 feet of
clearance above the MHW elevation contour and 14-16 feet clear span width.
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, North Carolina 28405-3845.