DCM - 6-24 Clubcorp Bulkhead Revetment Sill breakwater

Permit Class
NEW
Permit Number
6-24
STATE OF NORTH CAROLINA
Department of Environmental Quality
and
Coastal Resources Commission
rrmit
for
X Major Development in an Area of Environmental Concern
pursuant to NCGS 113A-118
X Excavation and/or filling pursuant to NCGS 113-229
Issued to Clubcorp Golf of North Carolina, LLC, 5615 South Seachase Dr., Nags Head, NC 27959
Authorizing development in
Dare
County at adj. to Roanoke Sound at 5616 S. Seachase Dr
in Nags Head, as requested in the permittee's application submitted electronically on 8/23/23, incl att workplans
(8), Sheet 1 of 8 dtd "Rev 8/18/23", Sheets 2,3,5 of 8 all dtd "Rev 11/7/23" and Sheets 4,6,7,8 of 8 all dtd 6/27/23.
This permit, issued on January 19, 2024 , 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 fines, civil action; or may cause the permit to be null and void.
Shoreline Stabilization — Bulkhead and Rip Rap Revetments
1) The bulkhead and revetments shall be constructed in accordance with the alignments depicted on the
attached workplan drawings. [07H .0208(b)(7)(D)]
2) The bulkhead shall be solid and constructed of treated wood, concrete slabs, metal or vinyl sheet
piles, or other suitable materials approved by Division personnel. [07H .0209 (d)(4)]
3) The revetment materials shall consist of clean rock or masonry materials such as, but not limited to,
Natrx units, granite, marl, or broken concrete with no exposed rebar. It shall be of a size sufficient to
prevent its movement from the approved alignment by wave or current action. [07H .0208(b)(9)(G)]
(See attached sheets for Additional Conditions)
This permit action may be appealed by the permittee or other
qualified persons within twenty (20) days of the issuing date.
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 Division approval.
All work must cease when the permit expires on
January 19, 2029
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 DEQ and the Chair
of the Coastal Resources Commission.
For Braxton C. Davis, Director
Division of Coastal Management
This permit and its conditions are hereby accepted.
Signature of Permittee

Clubcorp Golf of North Carolina, LLC
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ADDITIONAL CONDITIONS
Permit No. 6-24
Page 2 of 5
The bulkhead shall be constructed prior to any backfilling activities. [07H.0208(b)(7)(C); 07H
.0209(d)(4)]
The bulkhead shall be structurally tight so as to prevent seepage of backfill materials through the
structure. [07H.0208(b)(7)(C); 07H.0209 (d)(4)]
Unless altered herein, all backfill material shall be obtained from a high ground source and confined
behind the permitted bulkhead. [07H.0208(b)(7)(C)]
No backfill material is to be placed within 30 feet of the normal water level, except that which will be
used to backfill the area behind the permitted bulkhead. [07H.0209(d)(10)]
All fill material to be placed below normal water level shall be confined behind the permitted bulkhead.
[07H.0208(b)(7)(D); 07H.0209 (d)(4)]
Offshore Sills
The height of the permitted offshore sill shall not exceed 1.5 feet above normal water level as depicted
on the attached workplans. [113-229(e);113A-120(b); 07H.0208(a)(2)]
10) The offshore sill sections shall have at least one, ten -foot opening at every 100 feet. The offshore sill
sections may be staggered and overlap as long as the ten -foot separation between sections is maintained.
Overlapping sections shall not overlap more than 10 feet. [07H .0208(a)(2); 07H .0207(d)]
11) This permit does not authorize any fill waterward of the approved alignment. [07H.0206]
12) The offshore sill sections shall have a minimum setback distance of 15 feet between any parts of the
structure and the adjacent property owner's area of riparian access. [07H .0208(b)(9)(B)]
13) The offshore sill material shall consist of clean stone, marl, or concrete with no exposed rebar. Offshore
sill materials shall be of a sufficient size and design to prevent its movement from the approved
alignment by wave or current action. The permittee shall be responsible for immediate removal of any
materials or debris that becomes dislodged or moves outside the authorized alignment.
[07H.0208(b)(9)(G); 07H.0208(a)(2)(A) & (B);07H.0209(d)(3)]
Breakwater
14) Should the Lot to the north be sold prior to the initiation of construction of the breakwater, the permittee
shall obtain a written agreement from the new owner(s) waiving the minimum setback, and
authorization to construct the portion of the breakwater within the property owner's riparian setback and
submit it to the Division of Coastal Management prior to initiating construction of the docking facility.
[07H.0208(9)(B)]

Clubcorp Golf of North Carolina, LLC Permit No. 6-24
Page 3 of 5
ADDITIONAL CONDITIONS
15) The height of the permitted breakwater shall not exceed 1.5 feet above normal water level, as depicted
on the attached workplans. [113-229(e);113A-120(b); 07H.0208(a)(2)]
16) The breakwater shall be constructed with an equal gap between each sheathing board totaling at least
one inch of open area for every linear foot of breakwater. The breakwater shall have at least one, 10-foot
opening at every 100 feet. The breakwater sections may be staggered and overlap as long as the 10-foot
separation between sections is maintained. Overlapping sections shall not overlap more than 10 feet.
[07H .0208(a)(2); 07H .0207(d)]
17) The permitted breakwater shall be constructed of treated wood, plastic lumber, metal or vinyl sheet piles
or other suitable materials approved by Department personnel. [07H .0207(d)]
18) No backfill of the breakwater is authorized by this permit. [07H .0207(d)]
Fill and Wetland Plantings
19) Unless specifically altered herein, this permit authorizes the grading and other land disturbing activities
associated with the development of the above referenced property, including the fill above and below
NWL for the purposes of grading and wetland planting landward of the offshore sill sections (Area 1
and 2), all as expressly and specifically set forth in the attached permit application and workplan
drawings. [07J .0202(c); 07H .0209(d)]
20) In accordance with commitments made by the permittee, areas shall be planted with native wetland
species, all expressly and specifically detailed in the attached narrative and workplan drawings. The
wetland planting areas shall be monitored, and replanted as necessary, for a minimum period of 5 years
after the first planting event, or until the Division of Coastal Management has notified the permittee in
writing that the planting efforts has been deemed successful. Documentation of the monitoring results
shall be provided annually to the Division of Coastal Management. If, after 5 years, the Division of
Coastal Management determines the plantings unsuccessful, remediation of the planting area or removal
of the breakwater structures may be required. [G.S. 113A-120(b); G.S. 113-229(e); 07H .0208(a)(2)(A)]
Sedimentation and Erosion Control
21) In order to protect water quality, runoff from construction shall not visibly increase the amount of
suspended sediments in adjacent waters. [07H.0209(d)(4)]
22) Appropriate sedimentation and erosion control devices, measures or structures shall be implemented to
ensure that eroded materials do not enter adjacent wetlands, watercourses or properties.
[07H.0209(d)(4)]
23) A ground cover sufficient to restrain erosion shall be provided within 30 calendar days of any phase of
grading on cut or filled slopes. At a minimum, a silt fence shall be properly installed immediately
landward of the bulkhead cap immediately following completion of backfilling activities.
[07H.0209(d)(3)]

Clubcorp Golf of North Carolina, LLC Permit No. 6-24
Page 4 of 5
ADDITIONAL CONDITIONS
General
24) No vegetated wetlands or open water shall be excavated or filled, even temporarily, outside of the
approved shoreline stabilization alignments. [07H .0208(b)(7)(B)]
25) All fill materials shall be clean and free of any pollutants except in trace quantities.
[07H.0208(a)(2)(A)&(B);07H.0209 (d)(3)]
26) The alignment of the authorized bulkhead, revetments, offshore sills and breakwaters shall be staked by
the permittee and verified by a representative of the Division of Coastal Management within a maximum
of 30 days prior to the start of construction. Failure to initiate construction within 30 days, or erosion of
the shoreline by adverse weather conditions, shall require the alignment to be re -staked by permittee and
verified by DCM within a maximum of 30 days prior to the new expected start of construction. [G.S.
113-229(cl)]
27) The breakwater and offshore sill sections shall be marked at 50-foot intervals with yellow reflectors
extending at least three feet above normal water level. [07H .0208(a)(2)(G)]
28) All mechanized equipment will be regularly inspected and maintained to prevent contamination of
waters and wetlands from fuels, lubricants, hydraulic fluids, or other toxic materials. In the event of a
spill of petroleum products or any other hazardous waste, the permittee shall immediately report it to the
National Response Center at [phone] and provisions of the North Carolina Oil Pollution and
Hazardous Substances Control Act will be followed. [07H.0208(a)(2)(B)]
29) If the crossing of wetlands with mechanized construction equipment is necessary, temporary
construction mats shall be utilized for the areas to be crossed. The temporary mats shall be removed
immediately upon completion of construction. [07H.0205]
30) This permit shall not be assigned, transferred, sold, or otherwise disposed of to a third party without the
written approval of the Division of Coastal Management. [07K.0406(b)]
31) The permittee and/or their contractor shall meet with a representative of the Division prior to project
initiation. [07J.0209(a)]
32) All construction debris associated with the removal or construction of the permitted development shall
be contained within the authorized project area and disposed of in an approved upland location.
[07J.0209(a) & G.S.113A-120(b)]
NOTE: This permit does not eliminate the need to obtain any additional state, federal or local permits,
approvals or authorizations that may be required, including but not limited to the U.S. Army
Corps of Engineers.

Clubcorp Golf of North Carolina, LLC Permit No. 6-24
Page 5 of 5
ADDITIONAL CONDITIONS
NOTE: The N.C. Division of Water Resources authorized the proposed project by way of Individual
Water Quality Certification No. 06512 and assigned the project DWR Project No. 2023-1499.
NOTE: The U.S. Army Corps of Engineers assigned the project Action ID SAW-2023-02349.
NOTE: An application processing fee of $400 was received by DCM for this project. This fee also
satisfied the Section 401 application processing fee requirements of the Division of Water
Resources.