20030221 Ver 3_CAMA Major Permit No. 48-20_20200424

Permit Class
NEW
Permit Number
48-20
STATE OF NORTH CAROLINA
Department of Environmental Quality
and
Coastal Resources Commission
erint"t
for
X Major Development in an Area of Environmental Concern
pursuant to NCGS I I3A-118
X Excavation and/or filling pursuant to NCGS 113-229
Issued to John D. Reekes III, 3401 Oxford Dr., Sutherland, VA 23885
Authorizing development in Dare County at adj. to Roanoke Sound, at 136 Sunrise Lane.
in Colington , as requested in the permittee's application dated 1/17/20,
including attached workplan drawing (1), dated 2/3/20.
This permit, issued on April 24, 2020 , 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, imprisonment or civil action; or may cause the permit to be null and void.
Shoreline Stabilization - Bulkhead
1) The bulkhead shall be constructed in accordance with the alignment depicted on the attached
workplan drawings.
2) No vegetated wetlands or open water shall be excavated or filled, even temporarily, outside of the
approved bulkhead alignment.
3} 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.
(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
December 31, 2023
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.
Braxton C. Davis, Director
Division of Coastal Management
This permit and its conditions are hereby accepted.
Signature of Permittee

John D. Reekes III Permit No. 48-20
Page 2 of 4
ADDITIONAL CONDITIONS
4) The alignment of the authorized bulkhead 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.
5) The bulkhead shall be constructed prior to any backfilling activities.
6) The bulkhead shall be structurally tight so as to prevent seepage of backfill materials through the
structure.
7) The fill material shall be clean and free of any pollutants except in trace quantities.
8) All backfill material shall be obtained from a high ground source and confined behind the permitted
bulkhead.
9) 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.
10) All fill material to be placed below normal water level shall be confined behind the permitted bulkhead.
11) 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.
Sedimentation and Erosion Control
12) 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 backf lling activities.
13) 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.
14) In order to protect water quality, runoff from construction shall not visibly increase the amount of
suspended sediments in adjacent waters.
Dockin Facility
15) This permit authorizes only the pier, platform, tie pilings, and other structures and uses located in or
over the water that are expressly and specifically set forth in the permit application. No other structure,
whether floating or stationary, shall become a permanent part of this docking facility without permit
modification. No non -water dependent uses of structures shall be conducted on, in or over Public Trust
waters without permit modification.

John D. Reekes III
ADDITIONAL CONDITIONS
Permit No. 48-20
Page 3 of 4
16) No sewage, whether treated or untreated, shall be discharged at any time from any boats using the
docking facility. Any sewage discharge at the docking 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.
17) The permittee shall install and maintain at his expense any signal lights or signals prescribed by the U.S.
Coast Guard, through regulation or otherwise, on the authorized facilities. At minimum, permanent
reflectors shall be attached to the structure in order to make it more visible during hours of darkness or
inclement weather.
18) This permit authorizes a maximum of 1 formalized boat slip.
19) No attempt shall 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.
Groin
20) The groin shall be constructed in accordance with the attached workplan drawings.
21) The alignment of the authorized groin shall be verified by a representative of the Division of Coastal
Management within a maximum of 30 days prior to the start of construction.
22) The groin located immediately adjacent to the authorized access pier shall not extend more than 25 feet
waterward of the normal water level at the time of construction.
23) The permitted groin shall be constructed of treated wood, plastic lumber, metal or vinyl sheet piles or
other suitable materials approved by Department personnel.
USACE Conditions
24) In order to further protect the endangered West Indian Manatee, Trichechus manatus, the applicant must
implement the U.S. Fish & Wildlife Service's Guidelines, and strictly adhere to all requirements therein.
The guidelines can be found at http://www.fws.aov/nc-es/mammal/manatee_guidelines.pdf
General
25) 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.
26) The permittee shall maintain the authorized work in good condition and in conformance with the terms
and conditions of this permit. The permittee is not relieved of this requirement if he or she abandons the
permitted activity without having it transferred to a third party.
27) The permittee and/or his or her contractor shall meet with a representative of the Division prior to
project initiation.

John D. Reekes III Permit No. 48-20
Page 4 of 4
ADDITIONAL CONDITIONS
NOTE: This permit does not eliminate the need to obtain any additional state, federal or local permits,
approvals or authorizations that may be required.
NOTE: The U.S. Army Corps of Engineers authorized the project by way of Programmatic General
Permit 198000291 (Action ID SAW-2019-01593).
NOTE: The N.C. Division of Water Resources authorized the proposed project by way of General Water
Quality Certification 4175 and assigned the project DWR Project No. 2003-0221 v3.
NOTE: Future development of the permittee's property may require a modification of this permit.
Contact a representative of the Division at [phone] prior to the commencement of any
such activity for this determination. The permittee is further advised that many non -water
dependent activities are not authorized within 30 feet of the normal water level.
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.