21-15 Town of Oak Island

Permit Class Permit Number
NEW 21-15
STATE OF NORTH CAROLINA
Department of Environment and Natural Resources
and
Coastal Resources Commission �Q
Vermit
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 Town of Oak Island, 4601 East Oak Island Drive, Oak Island, NC 28465
Authorizing development in Brunswick County at Atlantic Ocean, 5100-5700 and 6000-6900
West Beach Drive, as requested in the permittee's application dated 11/25/14, including the att'd workplan drawings (28). 1-11.
13-18 and 20-28 dtd November 2014, 12 & 19 dtd rec'd in the MHC Office 2/5/15 and att'd AEC Hazard Notice dated 11/24/14
This permit, issued on February 13, 2015 , 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.
1) In order to protect threatened and endangered species and to minimize adverse impacts to offshore,
nearshore, intertidal and beach resources, no excavation or beach nourishment activities, including
mobilization and demobilization, shall occur from April 1 to November 15 of any year without prior
approval from the Division of Coastal Management in consultation with the North Carolina Wildlife
Resources Commission and the US Army Corps of Engineers.
Excavation
2) All excavation shall take place entirely within the areas indicated on the attached workplan drawings.
3) The temporary placement or double handling of excavated materials within waters or vegetated
wetlands is not authorized.
(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, 2018
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 DENR and the
Chairman of the Coastal Resources Commission.
,— Braxton C. Davis, Director
Division of Coastal Management
This permit and its conditions are hereby aqWipLgdt D
FEB 19 10%
M'l Voovkxmw>-W'

Town of Oak Island Permit #21-15
Page 2 of 6
ADDITIONAL CONDITIONS
4) Excavation depths shall not exceed the depths as depicted on the attached workplan drawings, and in no
case shall exceed -17' NAVD88 (15' depth of excavation with a 2' overdredge allowance).
5) Excavation shall be accomplished by hydraulic pipeline dredge. Use of any other method of excavation
shall require a modification of this permit.
6) 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 pernuttee shall immediately report it to the
N.C. Division of Water Resources at [phone], Ext. 526 or [phone] and provisions of the
North Carolina Oil Pollution and Hazardous Substances Control Act will be followed.
7) The placement of dredged materials along a swimming beach has the potential to cause a localized
increase in bacteria concentrations within the waters surrounding the project. Potential issues can be
avoided by scheduling these types of projects between November Is'and March 31'` of a given year.
Beach Nourishment
8) This permit authorizes beach nourishment activities to be carried out one (1) time along the entire reach
of the requested project area. Any request to carry out additional activities within an area where
nourishment activities have been completed under this permit shall require a modification of this permit.
9) Prior to the initiation of beach nourishment activity along each section of beach, the existing mean high
water line shall be surveyed and a copy provided to the Division of Coastal Management.
NOTE: The pemrittee is advised that the State of North Carolina claims title to most currently
submerged lands and future lands that are raised above the Mean High Water level as a result of
this project.
10) Prior to the initiation of any beach nourishment activity above the mean high water contour line within
the limits of the permittee's jurisdiction, easements or similar legal instruments shall be obtained from
all affected property owners.
11) The seaward nourishment limit shall be constructed in accordance with the attached work plan drawings.
12) Temporary dikes shall be used to retain and direct flow of material parallel to the shoreline to minimize
surf zone turbidities. The temporary dikes shall be removed and the beach graded in accordance with
approved profiles upon completion of pumping activities in that particular section of beach.
13) Should the dredging operations encounter sand deemed non -compatible with 15A NCAC 07H .0312
(Technical Standards for Beach Fill Projects), outside of the areas of known non -compatible material,
the dredge operator shall immediately cease operation and contact the Division of Coastal Management.
Dredge operations shall resume only after resolution of the issue of sand compatibility. RECEIVED
14) In order to prevent leakage, dredge pipes shall be routinely inspected. If leakage is foundFi ANr &s
cannot be made immediately, pumping of material shall stop until such leaks are fixed. WI-Wr Um,,N

Town of Oak Island Permit #21-15
Page 3 of 6
ADDITIONAL CONDITIONS
15) Once a section is complete, piping and heavy equipment shall be removed or shifted to a new section
and the area graded and dressed to final approved slopes.
16) Land -based equipment necessary for beach nourishment work shall be brought to the site through
existing accesses. Should the work result in any damage to existing accesses, the accesses shall be
restored to pre -project conditions immediately upon project completion in that specific area.
NOTE: The pernuttee is advised that any new access sites would require a modification of this permit.
17) Where oceanfront development exists at elevations nearly equal to that of the native beach, a low
protective dune shall be pushed up along the backbench to prevent slung from draining towards the
development.
18) Dune disturbance shall be kept to a minimum. Any alteration of existing dunes shall be coordinated
with the Division of Coastal Management as well as the appropriate property owner(s). All disturbed
areas shall be restored to original contours and configuration with reference to the surveyed normal high
water line and shall be revegetated immediately following project completion in that section of beach.
Spoil Disposal (Non -Beach Compatible Material)
19) All excavated materials shall be confined above normal water and landward of regularly or irregularly
flooded marsh behind adequate dikes or other retaining structures to prevent spillover of solids into any
marsh or surrounding waters.
20) The disposal area effluent shall be contained by pipe, trough, or similar device to a point at or beyond
the normal water level to prevent gully erosion and unnecessary siltation.
21) The terminal end of the pipeline shall be positioned at or greater than 50 feet from any part of the dike
and a maximum distance from spillways to allow settlement of suspended sediments.
22) A water control structure shall be installed at the intake end of the effluent pipe to assure compliance
with water quality standards.
23) The diked disposal area shall be constructed a sufficient distance from the normal high water level or
any marsh to eliminate the possibility of dike erosion into surrounding wetlands or waters.
24) The spoil area shall be inspected and approved by the Division of Coastal Management prior to the
beginning of any dredge activities.
Sedimentation and Erosion Control
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 and Natural Resources, Division of Energy, Minerals and
Land Resources, 127 Cardinal Drive Extension, Wilmington, NC 28405.
RECEIVED
FEB 19 2011

Town of Oak Island
Permit #21-15
Page 4 of 6
ADDITIONAL CONDITIONS
Mitigation and Monitorin¢
25) The applicant shall perform all avoidance, mitigation and monitoring conditions as specified in the
attached letter submitted by the US Army Corps of Engineers dated February 9, 2015. Any violation of
the above referenced terms and conditions shall constitute a violation of this permit.
Cultural Resource Protection
26) There exists the possibility that the authorized activities may unearth a beached shipwreck or other
archaeological resources. If the permittee discovers any previously unknown historic or archeological
remains while accomplishing the authorized work, he will immediately notify the Wilmington District
Engineer who will initiate the required coordination procedures and NCDCR Underwater Archaeology
Branch at [phone] to determine appropriate response procedures. Should such a finding occur,
the permittee shall immediately move to another area
27) The target identified by magnetic anomaly M008, acoustic signature C0007, and the associated sub -
bottom feature constitute an unknown, potentially significant target. Any work associated with this
project shall avoid the target boundary by a buffer of at least fifty (50) feet. If this target cannot be
avoided, then a professional assessment shall be conducted by qualified archaeological divers to
determine its identity and potential historical significance based on National Register of Historic Places
nomination eligibility criteria.
US Army Corps of Engineers Requirements
28) As part of the operation and maintenance of the Federally authorized project, the Wilmington District
routinely surveys the Lockwoods Folly Inlet, including, but not limited to, the portion at its intersection
with the Eastern Channel, in order to assess dredging needs to maintain navigability of the Lockwoods
Folly Inlet Crossing. The permittee shall provide written notification to the Wilmington District
Regulatory Division two weeks prior to the commencement of construction, to allow the District to
perform a baseline survey of the area of the AIW W that may be potentially affected by the proposed
project.
29) Prior to the commencement of construction of the authorized dredging or other work within the right-of-
way of, or in proximity to, a Federally maintained navigation channel, the Permittee shall obtain all
necessary Consents to cross Government Easement from our Real Estate Division. The Real Estate
Division may be contacted at: CESAS-RE-MC, 69 Darlington Avenue, Wilmington North Carolina
28403-1343, tel. [phone].
30) Activities proposed within the Corps Easement for DA-0284 (Horse Island) may require approval prior
to construction. Prior to commencing work associated with improvements or disposal on DA-0284, the
permittee shall coordinate with the Corps of Engineers, Real Estate Division for any approvals needed to
perform work within the Corps easement. The Real Estate Division may be contacted at: CESAS-RE-
MC, 69 Darlington Avenue.
RECEIVED
FEB 19 2015
rew-rnq bMi

Town of Oak Island
Permit #21-15
Page 5 of 6
ADDITIONAL CONDITIONS
31) In order to further protect the endangered West Indian Manatee, Trichechus manatus, the applicant must
implement the U.S. Fish and Wildlife Service's Manatee Guidelines, and strictly adhere to all
requirements therein. The guidelines can be found at bttp://www.fws.gov/nc-
es/mammal/manateeguidelines.pdf.
32) If the District Engineer, in his sole discretion, determines that the permitted activity has caused
additional shoaling (above historical amounts, taking into account inlet dynamics and storm effects)
within the Federal Project, on Tangent 11 in the AIWW from Cape Fear River, NC to Little River, SC
(specifically Lockwoods Folly Inlet Crossing), and that such section should be dredged in order to
maintain safe and efficient navigation on the Inlet Crossing, he will so notify the permittee in writing.
The notification will specify the extent to which additional shoaling has occurred, the area of the Inlet
Crossing that must be dredged, the depth to which it must be dredged, and the time frame within which
dredging must begin (a minimum of 90 days will be allowed). The permittee shall either provide
contributed funds to compensate the government for the portion of the costs associated with dredging
the additional shoal material, or cause the area of the Inlet Crossing specified by the District Engineer to
be dredged in a manner and within the time frame specified in the notice. If the Permittce dredges the
Inlet Crossing, a post -construction survey of dredged areas, within the Federal Project, shall be
completed and coordinated with the District Engineer within 30 days of the end of construction. The
District Engineer may require additional remedial action in the event that surveyed data reveals contours
not consistent with Federally authorized depths. A 90-day window will be allowed for any remedial
action required to restore the area to Federally authorized and maintained depths. RECEIVED
FEB 18 20b
General
akw�-uunN �rHa
33) 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.
34) The permittee and his contractor shall schedule a pre -construction conference with the Division of
Coastal Management and the US Army Corps of Engineers prior to the initiation of any activities
authorized by this permit.
35) 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 following project completion.
NOTE: The permittee must install and maintain, at his expense, any signal lights and signals prescribed
by the U.S. Coast Guard, through regulations or otherwise, on authorized facilities. For further
information, the permittee should contact the U.S. Coast Guard Marine Safety Office at (910)
772-2191.
36) The permittee and/or his contractor shall provide for proper storage and handling of all oils, chemicals,
hydraulic fluids, etc., necessary to carry out the project.
37) No sand shall be placed on any sand bags that have been determined by the Division of Coastal
Management to be subject to removal under 15A NCAC 07H .0308(a)(2). In order to ensure
compliance with this condition, the Division of Coastal Management shall be contacted at (910) 796-
7215 prior to project initiation so that Division staff may meet on site with the permittee and/or
contractor.

Town of Oak Island Permit #21-15
Page 6 of 6
ADDITIONAL CONDITIONS
NOTE: The permittee is advised that the Division of Coastal Management shall regulate the removal of
existing sandbags and the placement of new sandbags in accordance with 15A NCAC 07H
.0308(a)(2), or in accordance with any variances granted by the N.C. Coastal Resources
Commission.
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: Future nourishment activities may require a modification of this permit. The permittee shall
contact a representative of the Division at [phone] prior to the commencement of any
such activity for this determination.
NOTE: The N.C. Division of Water Resources has authorized the proposed project under DWR Project
No. 14-1307.
NOTE: The U.S. Army Corps of Engineers authorized the proposed project under COE Action Id. No.
SAW 2014-02180, which was issued on 2/9/15.
RECEIVED
FEB 19 2015
Hs-"-"t7M )."

Wilson, Debra
From: Martin, Johnny <[e-mail]>
Sent: Tuesday, March 17, 2015 9:13 AM
To: Coats, Heather; Wilson, Debra; Howell, Jonathan; [e-mail]; Huggett,
Doug; Vanderbeke, Nicole; Grant, Brandon; Dawn York
Subject: RE: Filling around the sandbags and MHW line confirmation
Everyone,
I just spoke with Doug Huggett. Given that the shoreline is similar for most of the area for both timeframes and the
shoreline near the hotspot has shown an episodic behavior and been affected by the adjacent sandbags, he agrees that
we can use the July 2014 shoreline for the pre -project shoreline to determine the public/private ownership line (i.e., the
sand placed landward of the line is private property and seaward is public property).
He also confirmed that we could fill up to the face of the landward bags where there is a slope of the sandbag
structure. Thanks again for all your help in this project!
Best Regards,
Johnny Martin
Johnny Martin, PE
Moffatt & Nichol
1616 East Millbrook Road, Suite 160
Raleigh, NC 27609
Office: [phone]
Fax: [phone]
Cell: [phone]
i martin(& moffattn ichol.com
www.moffattnichol.com
From: Martin, Johnny
Sent: Monday, March 16, 2015 11:57 PM
To: Coats, Heather ([e-mail]); Wilson, Debra ([e-mail]);
'[e-mail]' ([e-mail]); [e-mail]: Vanderbeke, Nicole
([e-mail]); Grant, Brandon;'Dawn York'
Subject: Filling around the sandbags and MHW line confirmation
Heather/Debra/Jonathan,
Hope this email finds you well! Some questions have come up about the project that we would like some confirmation
on. First, please find attached a file that has both the immediate pre -construction MHW (one week before the project
started) line as well as the one from July of last year that was submitted as part of the permit package. We have also
attached the current plan with the July MHW line shown as well.
Thinking more about it, we believe that the July MHW shoreline should be used as the preproject MHW line since the
one right before construction was so affected by storms and not representative of normal conditions. As you can see,
the lines are coincident except for the area that has experienced the extreme erosion recently which we believe
supports using the July MHW line. The concern is that if we use the pre -construction MHW line, the public/private

ownership line may not allow the critically affected parcels to be usable in the future. Please confirm that this
understanding is correct and that the July MHW can be used for the pre -project line and that any sand placed landward
of the July MHW line is considered private property while all sand seaward of the July MHW line is public property.
Secondly, please see the attached sandbag picture. In talking with Heather, our understanding is that we can fill up to
the face of the bags at elevation +7. Some of the areas have one set of bags that is nearly vertical but we have some
spots where sandbags have been placed twice and the wall is not vertical. Please confirm that we can carry the fill up to
the face of the wall no matter where it hits. I had discussed this with Heather and she stated that we could so that we
did not end up with a ponded area, but I just wanted to verify since we would likely cover the top of some of the lower
bags in front. We will be sure not to cover the top of the landward bags at all or any area behind them.
Sorry to bring all this up now, but the fill is getting close to this area and will be in the subject locations by Friday, and we
just want to be very sure that we are compliant and placing sand in the right places and only where we are permitted
to. Thanks again for all your help!
Best Regards,
Johnny Martin
Johnny Martin, PE
Moffatt & Nichol
1616 East Millbrook Road, Suite 160
Raleigh, NC 27609
Office: [phone]
Fax: [phone]
Cell: [phone]
imartin(@moffattnichol.com
www.moffattnichol.com

w
NCDENR
North Carolina Department of Environment and Natural Resources
Pat McCrory
Governor
March 2, 2015
Mr. Johnny Martin
Moffatt & Nichol
1616 East Millbrook Road, Suite 160
Raleigh, NC 27609
Dear Mr. Martin:
Donald R. van der Vaart
Secretary
This is with reference to your request to modify State Permit #21-15, acting as agent for the
Town of Oak Island. The permit was issued on February 13, 2015 and expires on December 31,
2018. The action proposed in your submittal is to dredge 278,950 cubic yards of material from
Eastern Channel and deposit up to 226,575 cubic yards of beach -compatible material entirely
within a revised Reach 1- thereby eliminating disposal at Reach 2.
In reviewing the information provided, the Division of Coastal Management has 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. This Letter of Refinement authorizes the
modification of State Permit #21-15, as described in your revised project narrative dated March
1, 2015 and revised plans dated February 2015. All permit conditions remain in effect.
Please note this refinement does not authorize any work not expressly described above, nor does
it eliminate the need to obtain any other additional state, federal or local permits, approvals or
authorizations that may be required. 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,
'0" - 2/
Debra Wilson
District Manager
RECEIVED
cc: Jonathan Howell, DCM Donna Coleman, LPO MAR 0 4 nii
Tyler Crumbley, COE Wilmington Files
127 Cardinal Drive Ext, Wilmington, North Carolina 28405
Phone: [phone] Internet: www.nodenr.gov
An Equal Opportunity 1 Arfinnwve Action Employer- Made in pat by recycled paper

Modification Due To Changed Survey Conditions
Project Narrative
Permit Modification Due to Changed Survey Conditions for
Lockwoods Folly Habitat Restoration Project - Dredging of Eastern Channel
Project Narrative —Submitted March 1, 2015
This narrative documents the request for a permit modification for the Lockwoods Folly Habitat
Restoration Project- Dredging of Eastern Channel, prepared under the direction of the Town of Oak Island.
The reasoning for the modification is that existing survey conditions have changed since July 2014 which
is when the surveys used for the permit applications were collected. Based on the new survey
information, the Town of Oak Island is asking for a permit modification to allow 1) up to 278,950 cy to be
dredged from Eastern Channel and 2) up to 226,575 cy of beach -compatible material to be placed on a
revised Reach 1 extent. The non -beach compatible portion of the project remains the same. The attached
permit drawings incorporate the new survey information collected Feb 23-26, 2015 and a design
refinement for the beach fill portion of the project. The dredging template (widths, depths and length)
remain unchanged from the approved permit conditions. Nonetheless, there has been additional
shoaling in the channel and the dredged volume to meet the previously approved template has increased
from 229,000 cy to 278,950 cy (increase of 49,950 cy) which is almost entirely contained within the first
1500 ft of the dredging corridor.
As for the beach fill portion of the project, there have also been changes in the existing conditions from
July 2014 until now. Additional erosion has occurred in Reach 1 (34,200 cy - similar in volume to the
increased shoaling discussed above) to the point that the nourishment for Reach 2 is now being dropped
from consideration. The tables below and attached drawings outline the proposed design revisions based
on the changed conditions. Please note that the Reach 1 length is only being extended ^220 ft further
westward and ^30 ft further eastward from the previously approved plan but this extension is needed for
an adequate transition for the fill back to the current existing ground.
Table 1- Permitted reach length and nourishment fill volume
Average Unit
Reach
Nourishment
'Reach
Project
Approximate
Fill Volume
Volume
Reach
Length (ft)
Station
Geographic Location
(cy/ft)
(cy)
676+06 to
W1 Place W to 60'"
OI — Reach 1
2,900
49.6
143,900
647+06
Place W
633+44 to
571 Place W to 511
OI — Reach 2
1,500
25.1
37,700
618+44
Place W
TOTAL
4,400
41.3
181,600
'Reach length includes taper section at the beginning and each end of reach.
UUnit fill volume calculations include taper sections.
Table 2 - Revised reach length and nourishment fill volume
'Average Unit
Reach
Nourishment
'Reach
Project
Approximate
Fill Volume
Volume
Reach
Length (ft)
Station
Geographic Location
Ica/ft)
(w)
OI — Reach 1
3,148
678+22 to
Driving Beach Access
72.0
226,575
646+74
to 60'" Place W
REC
VED
'Reach length includes taper section at the beginning and each end of reach.
UUnit fill volume calculations include taper sections. RECEIVED MAN 0 d "b
Town of Oak Island
Lockwoods Folly Habitat Restoration Project
Dredging of Eastern Channel
DCM WILMINGTON, NC be`p^-wu11 tw"
MAR 0 2 2015 W mortoft

11"CEWED
NA,� 04105
DCA . , p�
Modification Due To Changed Survey Conditions
Project Narrative
Table 3 — Comparison of Beach Fill Lengths, Areas, Volumes and Other Items from MP-1 & 2 Forms
Item
Approved Permit
Revised Design
Beach Fill Length (ft)
4,400
3,148
Avg. Beach Fill Area Width (ft)
32S'
37S'
Avg. Beach Fill Berm Width (ft)
51,
125'
Total Beach Fill Area (sq. ft.)
1,372,500
1,174,260
Total Beach Fill Area (acres)
31.5
27.0
Beach Fill Area Below MHW (sq. ft.)
743,000
548,770
Beach Fill Area Below MHW (acres)
17.0
12.6
Beach Fill Area Below MLW (sq. ft.)
339,700
240,375
Beach Fill Area Below MLW (acres)
7.8
5.5
Beach Fill Volume Below MHW (CY)
78,060
58,650
Beach Fill Volume Below MLW (CY)
25,620
19,250
`Note: Numbers shown in red are increased from approved permit conditions — remaining values are
decreased.
As can be seen by the above tables, while the overall dredged and placed volumes are increasing due to
increased shoaling/erosion since the original surveys were completed in July 2014, nearly every other
measure of potential effect will be reduced with the placing of material just within Reach 1. The overall
beach fill length, total fill area, as well as fill areas and volumes below MHW and MLW will reduced. Given
the current dynamic nature of this area, it is also posited that a more concentrated volume placement
near the critically eroding area in Reach 1 will prolong the overall life of the project as well.
Another revision to the design is the fact that the fill template now does not include any dune
construction. This revision was made given DCM direction late last week that the fill can only be placed
up to the face of the recently installed sandbags. Sand cannot be placed on top of or behind the bags as
part of this publicly financed project. Parcel data show that the extreme western end of the project now
fronts land owned by the Town of Oak Island.
Given that the contractor is currently onsite and has planned to start work on Tuesday or Wednesday, it
is hoped that an email approval can be given quickly as stated in the meeting Friday so that the project
can commence as originally planned. Thanks is advance for your consideration.
Sincerely, y, y
Johnny Martin
Project Manager
Town of Oak Island
Lockwoods Folly Habitat Restoration Project
Dredging of Eastern Channel
2
y' morfa❑ } nlcnol

Permit Class
NEW
Permit Number
21-15
STATE OF NORTH CAROLINA
Department of Environment and Natural Resources
and
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 Town of Oak Island, 4601 East Oak Island Drive, Oak Island, NC 28465
Authorizing development in Brunswick County at Atlantic Ocean, 5100-5700 and 6000-6900
West Beach Drive as requested in the permittee's application dated 11/25/14, including the au'd workplan drawings (28), 1-11,
13-18 and 20-28 did November 2014, 12 & 19 dtd rec'd in the MHC Office 2/5/15 and att'd AEC Hazard Notice dated 11/24/14
This permit, issued on February 13, 2015 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.
1) In order to protect threatened and endangered species and to minimize adverse impacts to offshore,
nearshore, intertidal and beach resources, no excavation or beach nourishment activities, including
mobilization and demobilization, shall occur from April 1 to November 15 of any year without prior
approval from the Division of Coastal Management in consultation with the North Carolina Wildlife
Resources Commission and the US Army Corps of Engineers.
Excavation
2) All excavation shall take place entirely within the areas indicated on the attached workplan drawings.
3) The temporary placement or double handling of excavated materials within waters or vegetated
wetlands is not authorized.
(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, 2018
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 DENR and the
Chairman of the Coastal Resources Commission.
f„d
— Braxton C. Davis, Director
Division of Coastal Management
This permit and its conditions are hereby accepted.
Signature ofPermittee

Town of Oak Island Permit 921-15
Page 2 of 6
ADDITIONAL CONDITIONS
4) Excavation depths shall not exceed the depths as depicted on the attached workplan drawings, and in no
case shall exceed -17' NAVD88 (15' depth of excavation with a 2' overdredge allowance).
5) Excavation shall be accomplished by hydraulic pipeline dredge. Use of any other method of excavation
shall require a modification of this permit.
6) 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
N.C. Division of Water Resources at [phone], Ext. 526 or [phone] and provisions of the
North Carolina Oil Pollution and Hazardous Substances Control Act will be followed.
7) The placement of dredged materials along a swimming beach has the potential to cause a localized
increase in bacteria concentrations within the waters surrounding the project. Potential issues can be
avoided by scheduling these types of projects between November 1" and March 31" of a given year.
Beach Nourishment
8) This permit authorizes beach nourishment activities to be carried out one (1) time along the entire reach
of the requested project area. Any request to carry out additional activities within an area where
nourishment activities have been completed under this permit shall require a modification of this permit.
9) Prior to the initiation of beach nourishment activity along each section of beach, the existing mean high
water line shall be surveyed and a copy provided to the Division of Coastal Management.
NOTE: The permittee is advised that the State of North Carolina claims title to most currently
submerged lands and future lands that are raised above the Mean High Water level as a result of
this project.
10) Prior to the initiation of any beach nourishment activity above the mean high water contour line within
the limits of the permittee's jurisdiction, easements or similar legal instruments shall be obtained from
all affected property owners.
11) The seaward nourishment limit shall be constructed in accordance with the attached work plan drawings.
12) Temporary dikes shall be used to retain and direct flow of material parallel to the shoreline to minimize
surf zone turbidities. The temporary dikes shall be removed and the beach graded in accordance with
approved profiles upon completion of pumping activities in that particular section of beach.
13) Should the dredging operations encounter sand deemed non -compatible with 15A NCAC 07H .0312
(Technical Standards for Beach Fill Projects), outside of the areas of known non -compatible material,
the dredge operator shall immediately cease operation and contact the Division of Coastal Management.
Dredge operations shall resume only after resolution of the issue of sand compatibility.
14) In order to prevent leakage, dredge pipes shall be routinely inspected. If leakage is found and repairs
cannot be made immediately, pumping of material shall stop until such leaks are fixed.
r

Town of Oak Island Permit #21-15
Page 3 of 6
ADDITIONAL CONDITIONS
15) Once a section is complete, piping and heavy equipment shall be removed or shifted to a new section
and the area graded and dressed to final approved slopes.
16) Land -based equipment necessary for beach nourishment work shall be brought to the site through
existing accesses. Should the work result in any damage to existing accesses, the accesses shall be
restored to pre -project conditions immediately upon project completion in that specific area.
NOTE: The permittee is advised that any new access sites would require a modification of this permit.
17) Where oceanfront development exists at elevations nearly equal to that of the native beach, a low
protective dune shall be pushed up along the backbeach to prevent slurry from draining towards the
development.
18) Dune disturbance shall be kept to a minimum. Any alteration of existing dunes shall be coordinated
with the Division of Coastal Management as well as the appropriate property owner(s). All disturbed
areas shall be restored to original contours and configuration with reference to the surveyed normal high
water line and shall be revegetated immediately following project completion in that section of beach.
Spoil Disposal (Non -Beach Compatible Material)
19) All excavated materials shall be confined above normal water and landward of regularly or irregularly
flooded marsh behind adequate dikes or other retaining structures to prevent spillover of solids into any
marsh or surrounding waters.
20) The disposal area effluent shall be contained by pipe, trough, or similar device to a point at or beyond
the normal water level to prevent gully erosion and unnecessary siltation.
21) The terminal end of the pipeline shall be positioned at or greater than 50 feet from any part of the dike
and a maximum distance from spillways to allow settlement of suspended sediments.
22) A water control structure shall be installed at the intake end of the effluent pipe to assure compliance
with water quality standards.
23) The diked disposal area shall be constructed a sufficient distance from the normal high water level or
any marsh to eliminate the possibility of dike erosion into surrounding wetlands or waters.
24) The spoil area shall be inspected and approved by the Division of Coastal Management prior to the
beginning of any dredge activities.
Sedimentation and Erosion Control
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 and Natural Resources, Division of Energy, Minerals and
Land Resources, 127 Cardinal Drive Extension, Wilmington, NC 28405.

Town of Oak Island
Permit #21-15
Page 4 of 6
ADDITIONAL CONDITIONS
Mitigation and Monitoring
25) The applicant shall perform all avoidance, mitigation and monitoring conditions as specified in the
attached letter submitted by the US Army Corps of Engineers dated February 9, 2015. Any violation of
the above referenced terms and conditions shall constitute a violation of this permit.
Cultural Resource Protection
26) There exists the possibility that the authorized activities may unearth a beached shipwreck or other
archaeological resources. If the permittee discovers any previously unknown historic or archeological
remains while accomplishing the authorized work, he will immediately notify the Wilmington District
Engineer who will initiate the required coordination procedures and NCDCR Underwater Archaeology
Branch at [phone] to determine appropriate response procedures. Should such a finding occur,
the permittee shall immediately move to another area.
27) The target identified by magnetic anomaly M008, acoustic signature C0007, and the associated sub -
bottom feature constitute an unknown, potentially significant target. Any work associated with this
project shall avoid the target boundary by a buffer of at least fifty (50) feet. If this target cannot be
avoided, then a professional assessment shall be conducted by qualified archaeological divers to
determine its identity and potential historical significance based on National Register of Historic Places
nomination eligibility criteria.
US Army Corps of Engineers Requirements
28) As part of the operation and maintenance of the Federally authorized project, the Wilmington District
routinely surveys the Lockwoods Folly Inlet, including, but not limited to, the portion at its intersection
with the Eastern Channel, in order to assess dredging needs to maintain navigability of the Lockwoods
Folly Inlet Crossing. The permittee shall provide written notification to the Wilmington District
Regulatory Division two weeks prior to the commencement of construction, to allow the District to
perform a baseline survey of the area of the AIW W that may be potentially affected by the proposed
project.
29) Prior to the commencement of construction of the authorized dredging or other work within the right-of-
way of, or in proximity to, a Federally maintained navigation channel, the Permittee shall obtain all
necessary Consents to cross Government Easement from our Real Estate Division. The Real Estate
Division may be contacted at: CESAS-RE-MC, 69 Darlington Avenue, Wilmington North Carolina
28403-1343, tel. [phone].
30) Activities proposed within the Corps Easement for DA-0284 (Horse Island) may require approval prior
to construction. Prior to commencing work associated with improvements or disposal on DA-0284, the
permittee shall coordinate with the Corps of Engineers, Real Estate Division for any approvals needed to
perform work within the Corps easement. The Real Estate Division may be contacted at: CESAS-RE-
MC, 69 Darlington Avenue.

Town of Oak Island
Permit 921-15
Page 5 of 6
ADDITIONAL, CONDITIONS
31) In order to further protect the endangered West Indian Manatee, Trichechus manatus, the applicant must
implement the U.S. Fish and Wildlife Service's Manatee Guidelines, and strictly adhere to all
requirements therein. The guidelines can be found at htto://www.fws.gov/nc-
es/mammal/manatee euidelines.pdf.
32) If the District Engineer, in his sole discretion, determines that the permitted activity has caused
additional shoaling (above historical amounts, taking into account inlet dynamics and storm effects)
within the Federal Project, on Tangent 11 in the AIWW from Cape Fear River, NC to Little River, SC
(specifically Lockwoods Folly Inlet Crossing), and that such section should be dredged in order to
maintain safe and efficient navigation on the Inlet Crossing, he will so notify the permittee in writing.
The notification will specify the extent to which additional shoaling has occurred, the area of the Inlet
Crossing that must be dredged, the depth to which it must be dredged, and the time frame within which
dredging must begin (a minimum of 90 days will be allowed). The permittee shall either provide
contributed funds to compensate the government for the portion of the costs associated with dredging
the additional shoal material, or cause the area of the Inlet Crossing specified by the District Engineer to
be dredged in a manner and within the time frame specified in the notice. If the Permittee dredges the
Inlet Crossing, a post -construction survey of dredged areas, within the Federal Project, shall be
completed and coordinated with the District Engineer within 30 days of the end of construction. The
District Engineer may require additional remedial action in the event that surveyed data reveals contours
not consistent with Federally authorized depths. A 90,-day window will be allowed for any remedial
action required to restore the area to Federally authorized and maintained depths.
General
33) 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.
34) The permittee and his contractor shall schedule a pre -construction conference with the Division of
Coastal Management and the US Army Corps of Engineers prior to the initiation of any activities
authorized by this permit.
35) 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 following project completion.
NOTE: The permittee must install and maintain, at his expense, any signal lights and signals prescribed
by the U.S. Coast Guard, through regulations or otherwise, on authorized facilities. For further
information, the permittee should contact the U.S. Coast Guard Marine Safety Office at (910)
772-2191.
36) The permittee and/or his contractor shall provide for proper storage and handling of all oils, chemicals,
hydraulic fluids, etc., necessary to carry out the project.
37) No sand shall be placed on any sand bags that have been determined by the Division of Coastal
Management to be subject to removal under 15A NCAC 07H .0308(a)(2). In order to ensure
compliance with this condition, the Division of Coastal Management shall be contacted at (910) 796-
7215 prior to project initiation so that Division staff may meet on site with the permittee and/or
contractor.

Town of Oak Island Permit #21-15
Page 6 of 6
ADDITIONAL, CONDITIONS
NOTE: The permittee is advised that the Division of Coastal Management shall regulate the removal of
existing sandbags and the placement of new sandbags in accordance with 15A NCAC 07H
.0308(a)(2), or in accordance with any variances granted by the N.C. Coastal Resources
Commission.
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: Future nourishment activities may require a modification of this permit. The permittee shall
contact a representative of the Division at [phone] prior to the. commencement of any
such activity for this determination.
NOTE: The N.C. Division of Water Resources has authorized the proposed project under DWR Project
No. 14-1307.
NOTE: The U.S. Army Corps of Engineers authorized the proposed project under COE Action Id. No.
SAW 2014-02180, which was issued on 2/9/15.
I

4
WE MP-1
APPLICATION for
Major Dovolopmont Pormh
(last revised 12!271061
North Carolina DIVISION OF COASTAL MANAGEMENT
1. Primary Applicant/ Landowner Information
Project Name (if applicable)
Business Name
Lockwoods Folly River Habitat Restoration Project
Town Of Oak Island
Phase 1 - Eastern Channel
Applicant 1: First Name
MI
Last Name
Steve
Foster
Applicant 2: First Name
MI
Last Name
It additional applicants, please attach an additional pages) with names listed.
Mailing Address
PO Box
City
State
4601 E. Oak Island Drive
Oak Island
NC
ZIP
Country
Phone No.
FAX No.
28465
USA
910 - 201 - 8001 ext.
910 - 278 - 9558
Street Address (#dfllerent from above)
City
State
ZIP
Email
[e-mail]
2. Agent/Contractor Information
Business Name
Dial Cordy And Associates Inc.
Agent/ Contractor 1: First Name
MI
Last Name
Dawn
M
York
Agent/ Contractor 2: First Name
MI
Last Name
Mailing Address
PO Box
City
State
201 North Front Street, Suite 307
Wilmington
NC
ZIP
Phone No. 1
Phone No. 2
28401
910 - 251 - 9790 ext.
alit.
FAX No.
Contractor #
910 251 9409
Street Address (if d#ferent from above)
City
State
ZIP
Email
[e-mail]
RECEIVE
ON, NC
NOV 2 6 2014
252-808.2808 :: 1-888.4RCOAST :: www.nccoastalmanagement.net

Form DCM MP-1 (Page 3 of 7)
APPLICATION for
Major Development Permit
3. Project Location
County (can be multiple)
Street Address
State Rd. #
Brunswick
5100 - 5700 West Beach Dr.; 6000 - 6900 West Beach Dr.
Ocean Drive
Subdivision Name
City
State
Zip
Oak Island
NC
28465 -
Phone No.
Lot No.(s) (if many, attach additional page with list)
ext.
I I ,
a. In which NC river basin is the project located?
b. Name of body of water nearest to proposed project
Lockwoods Folly River
Eastern Channel and Atlantic Ocean
c. Is the water body identified In (b) above, natural or manmade?
d. Name the closest major water body to the proposed project site.
®Natural ❑Manmade []Unknown
Lockwoods Folly Inlet and Atlantic Ocean
e. Is proposed work within city limits or planning jurisdiction?
f. If applicable, list the planning jurisdiction or city limit the proposed
®Yes []No
work falls within.
Oak Island
4. Site Description
a. Total length of shoreline on the tract (ft.)
b. Size of entire tract (sq.ft.)
4,400 linear ft (0.8 mi) of oceanfront shoreline
approximately 1,372,500 sq. ft; 31.5 acres of proposed
beach fill
c. Size of individual lot(s)
d. Approximate elevation of tract above NHW (normal high water) or
Not Applicable,
N W L (normal water level)
(If many lot sizes, please attach additional page with a list)
-7.8 to +10 feet NAVD88 ®NHW or ❑N W L
e. Vegetation on tract
Approximately 0.6 acres of low vegetated foredunes are included within the beach placement area. This community type is
dominated by grasses, such as sea oats (Uniola paniculata), American beach grass (Ammophila breviligulata), seaside little
bluestem (Schizachyrium littorale), and other herbaceous species that are adapted to this highly dynamic and stressful
environment.
f. Man-made features and uses now on tract
There are no man-made structures other than previously placed sandbags. The project area is publicly accessible
oceanfront shoreline used recreationally by visitors and residents.
g. Identify and describe the existing land uses adiacent to the proposed project site.
Adjacent land uses include residential ownership, public access, and tourism related uses.
h. How does local government zone the tract?
I. Is the proposed project consistent with the applicable zoning?
Public access and use adjacent to residential area zoned
(Attach zoning compliance certificate, if applicable)
R2.
®Yes ❑No ❑NA
j. Is the proposed activity part of an urban waterfront redevelopment proposal? []Yes ®No
k. Has a professional archaeological assessment been done for the tract? If yes, attach a copy. [-]Yes ®No []NA
If yes, by whom?
I. Is the proposed project located in a National Registered Historic District or does it involve a ❑Yea ®No ❑NA
National Register listed or eligible property?
RECEIVE
UUM ON, NO
<Form continues on next page> NOV 2 6 2014
252-808-2808 :: 1-888-4RCOAST :: www.nccoastaimanagament.net

Form DCM MP-1 (Page 4 of 7)
APPLICATION for
Major Development Permit
m. (i) Are there wetlands on the site? ❑Yes ®No
(ii) Are there coastal wetlands on the site? ❑Yes ®No
(III) If yes to either (i) or (ii) above, has a delineation been conducted? ❑Yes ❑No
(Attach documentation, if available)
n. Describe existing wastewater treatment facilities.
All areas wastewater treatment is by a centralized sewer system that has been recently installed.
o. Describe existing drinking water suppty, source.
Water supply for Oak Island is provided by Brunswick County from well fields on NC 211 (groundwater) and from the Cape Fear
River (surface water). The Town maintains two small wells for emergency purposes.
rTpDe5bribe existing stone water management or treatment systems.
he proposed Project would not result in new impervious areas requiring stormwater management and/or treatment
Sys
5. Activities and Impacts
a. Will the project be for commercial, public, or private use? ❑Commercial ®Public/Govemment
❑Private/Community
RECEIVED
DCM WILMINGTON, NC
262014
252-808-2808 :. 1-888-4RCOA5T :: www.nccoastaimanagement.net

Form DCM Ml (Page 5 of 7)
APPLICATION for
c.
Major Development Permit
Give a brief description of purpose, use, and daily operations of the project when complete.
The purpose and need for the restoration project is driven by (1) commercial and recreational navigation requirements, (2)
estuarine & riverine water quality degradation, and (3) coastal erosion, which is currently rendering infrastructure vulnerable
and creating habitat loss for turtle nesting. Currently, the navigation of Eastern Channel, a natural channel, is limited to high
tides and many areas within the channel have severely shoaled to -4 It to -6 ft NAVD. The connection of Eastern Channel at
Lockwood Folly Inlet is currently closed due to the migration of large sand shoal/spit. The proposed project will create a new
channel 100 feet wide connecting Eastern Channel to Lockwood Folly Inlet allowing safe navigation of commercial and
recreational vessels. Please note that a shallow channel (-2.5 ft to -5 It NAVD) has recently formed in the area planned for
dredging.
The proposed action consists of dredging a channel with placement of beach compatible material on the beach at the West
end of the Town and placement of non -beach compatible material in the upland disposal area at Sheeps Island. A total of
229,000 cy of material will be excavated with approximately 201,800 cy of beach compatible material and 27,200 cy that will
be placed upland at Sheep Island. Excavations would be made by cutter head dredge and pumped via pipe to the beach or
upland disposal area.
Sediment would be spread via land -based equipment and shaped into a recreational beach between the existing toe of the
foredune and the low watermark. The beach fill will impact a total of 31.5 acres of beach and inshore area.
There will be two fill reaches of the project as illustrated in the permit drawings. Anticipating approximately 10% reduction of
volume of material (between what is dredged and ultimately placed on the beach), a total of 181,600 cy of material is
planned to be placed on the beach. The beach will include a flat berm at elevation +7.0 ft NAVD88 (based on a review of
numerous years of profile data for the existing berm elevation), extending seaward to a depth of (-}7-8 ft NAVD88 on a 1:20
slope. A 20-ft wide dune with a crest elevation of +10.0 ft NAVD will be restored fronting the properties on west beach that
installed sandbags this year (6623, 6621, 6617, and 6615, West Beach Drive, Oak Island, NC).
Reach 1 extends from approximately the 6900 block of West Beach Drive to approximately 6000 block (2,900 feet). Along
this reach of shoreline, the project will contain -13 - 88 cubic yards (avg = 50) per linear foot (cy/ft) of beach fill, with a berm
width initially placed 20-95 feet (ft) wide (see attached drawings). A taper section -250 It long will tie the main fill into the
natural shoreline at the ends of each reach. Lengths and volumes include the planned taper sections.
Reach 2 extends from approximately the 5700 block of West Beach Drive to approximately 5100 block (1,500 feet). Along
this reach of shoreline, the project will contain -25 - 35 cy/ft (drawing sections shown at worst case areas but avg = 25) of
beach fill, with a berm width initially placed 20-40 It wide (see attached drawings). A taper section -250 It long will tie the
main fill into the natural shoreline at the ends of each reach.
Sediment characteristics for the borrow area from recent borings are summarized in the narrative. Material placed on the
beach will be consistent with NCDCM sediment compatibility standards and will be visually monitored for sediment quality.
The Project would restore storm protection volumes and elevations and reduce potential storm damage to the sub -aerial
beach, protective berm, adjacent infrastructure, and coastal structures within the Project footprint. Once completed, public,
private, and commercial uses would continue including sunbathing, walking, wading, shelling, fossilinq, fishing, etc.
Describe the proposed construction methodology, types of construction equipment to be used during construction, the number of each type
of equipment and where it is to be stored.
The proposed dredging of the navigation channel will be performed by a hydraulic cutter head dredge and conveyed to the
beach nourishment and upland disposal area via pipeline. The beach compatible material will be placed along the shoreline
as illustrated in the permit drawings. Only the profile above high water is controllable in beach nourishment construction;
intertidal and underwater portions of the profile will be subject to natural adjustment by waves.
Work will progress in sections within the proposed navigation channel from west to east and along the beach. The pumping
rate and construction duration will depend on the size of the dredge and pipeline used by the Contractor and duration may be
expected to be between 30 to 60 days.
Construction activities will involve movement of heavy equipment and pipe along the beaches. Once a section is complete,
piping and heavy equipment will be shifted to a new section and the process repeated. As soon as practicable, sections will
be graded and dressed to final slopes. Other than at temporary equipment staging areas, residents and visitors along the
project area will not experience significant disruption to recreational activities except within the immediate construction area.
Land -based equipment will be brought to the site over public roads and will enter the beach at existing beach access at the
western end of the island. Existing dunes and vegetation on the beach will be avoided and preserved; however, any
alteration of dune vegetation/topography necessary for equipment access will be repaired to pre -project conditions. Daily
equipment staging will be on the constructed beach seaward of the dune line. Construction contracts will provide for proper
storage and disposal of oils, chemicals, and hydraulic fluids (etc.) necessary for operation in accordance with state and
federal regulations. RECEI D
DCM WILMING VON, NC
252-808-2808 :. 1-888-4RCOA5T :: www.neeonstalma nagement. net

Form DCM MP-1 (Page 6 of 7)
APPLICATION for
Major Development Permit
The proposed project involves dredging and placement of 201,800 cy of beach -quality sand. Based on the project
experiences and communication with potential contractors the proposed dredge may range in size from 16 to 24 inch
hydraulic dredges. Production rates will depend on the size of plant used and may range from 3,200 cy/day (16 in) to 7,000
cy/day ( up to 10,000 cy/day) if the 24 in dredge were used. The average production per day varies widely according to
transportation distance and specifications of the project. It is anticipated the proposed construction will be accomplished in
approximately one to two months. The project is planned to bid out in mid December with construction start in mid February.
Given the current schedule, a request will be made to extend the routinely approved environmental window (November 16
through March 31) by an additional month (to April 29th 2015) to ensure adequate time and provide an additional buffer due
to any unforeseen events.
d. List all development activities you propose.
Dredging a channel with placement of beach compatible material on the beach. Non -compatible material will be placed in the
upland disposal area at Sheeps Island.
e. Are the proposed activities maintenance of an existing project, new work, or both? now work
I. What is the approximate total disturbed land area resulting from the proposed project? - 53.3 ❑Sq.Ft or ®Acres
g. Will the proposed project encroach on any public easement, public accessway or other area ®Yes []No ❑NA
that the public has established use of?
h. Describe location and type of existing and proposed discharges to waters of the state.
A sand slurry mix would be pumped along the Project template in which diffusion plates will be used moderating discharge
velocity and direction therefore maximizing sand precipitation. Diverision rows of pushed sand will direct the slurry down the
beach supplementing additional sand deposition and minimizing potential awash zone turbidity effects.
1. Will wastewater or stormwater be discharged into a wetland? ❑Yes ®No ❑NA
If yes, will this discharged water be of the same salinity as the receiving water? []Yes []No ❑NA
j. Is there any mitigation proposed? ❑Yes ®No ❑NA
If yes, attach a mitigation proposal.
<Form continues on back>
6. Additional Information
In addition to this completed application form, (MP-1) the following items below, if applicable, must be submitted in order for the application
package to be complete. Items (a) - (n are always applicable to any major development application. Please consult the application
instruction booklet on how to properly prepare the required items below.
a. A project narrative.
b. An accurate, dated work plat (including plan view and cross -sectional drawings) drawn to scale. Please give the present status of the
proposed project. Is any portion already complete? If previously authorized work, clearly indicate on maps, plats, drawings to distinguish
between work completed and proposed.
c. A site or location map that is sufficiently detailed to guide agency personnel unfamiliar with the area to the site.
d. A copy of the deed (with state application only) or other instrument under which the applicant claims fide to the affected properties.
e. The appropriate application fee. Check or money order made payable to DENR.
RECEIVED
DCM WILMINGTON, NC
NOV 2 6 2014
252-808-2808 .. 1-888-4RCOAST :: www.nccoastalmanagament.net

Form DCM MP-1 (Page 7 of 7)
APPLICATION for
Major Development Permit
f. 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 plets 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.
Name Mr. Loyd Bumgamer Phone No. None found
Address 1010 Cranes Creek Rd., Cameron, NC 28326
Name Mr. Thomas M. Cooley Phone No. None found
Address 2223 Croydon Rd., Charlotte, NC 28207
Name Mr. Robert Buysse Phone No. None found
Address 720 Gimghoul Rd., Chapel Hill, NC 27514
g. A list of previous state or federal permits issued for work on the project tract. Include permit numbers, per tittee, and issuing dales.
General Permit #s 63904-63907, issued 21 May 2014,
h. Signed consultant or agent authorization form, if applicable.
i. Wetland delineation, if necessary.
j. A signed AEC hazard notice for projects in oceanfront and inlet areas. (Must be signed by property owner)
k. A statement of compliance with the N.C. Environmental Policy Act (N.C.G.S. 113A 1-10), if necessary. If the project involves expenditure
of public funds or use of public lands, attach a statement documenting compliance with the North Carolina Environmental Pdicy Act.
7. Certification and Permission to Enter on Land
I understand that any permit issued in response to this application will allow only the development described in the application.
The project will be subject to the conditions and restrictions contained in the permit.
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.
Date 25 November 2014 Print Name Steve
Signature
Please indicate application attachments pertaining to your proposed project.
®DCM MP-2 Excavation and Fill Information ❑DCM MP-5 Bridges and Culverts
❑DCM MP-3 Upland Development
❑DCM MP4 Structures Information
RECEIVED
DCM WILMINGTON, NC
NOV 2 6 2014
282-808-2808 :: 1-888-4RCOA5T :: www.necoestalm anagem ent. net

Form DCM MP-2
EXCAVATION and FILL
(Except for 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. Please include all supplemental information.
Describe below the purpose of proposed excavation and/or fill activities. All values should be given in feet
Access
Other
Channel
Canal
Boat Basin
Boat Ramp
Rock Groin
Rock
(excluding
(NLW or
Breakwater
shoreline
NWL)
stabilization
Length
NIA
NIA
N/A
N/A
N/A
N/A
4,400'
Width
325'
Avg. Existing
-40' NAVD88
NA
NA
-2.V NAVD
Depth
Final Project
-9.0 to -15.0
_
NA
+7.0' NAVD &
Depth
NAVD88
Below
1. EXCAVATION ❑ This section not applicable
a. Amount of material to be excavated from below NHW or NWL in b. Type of material to be excavated.
cubic yards. Medium Sand and Silts and Clays (See Attached Project
229,000 cy from Eastern Channel (201,800 cy of beach compatible Narrative)
material and 27,200 cy to be placed in Sheep Island CDF)
c. (i) Does the area to be excavated include coastal wetlands/marsh
(CW), submerged aquatic vegetation (SAV), shell bottom (SB),
or other wetlands (WL)? If any boxes are checked, provide the
number of square feet affected.
❑CW ❑SAV ❑SB
[]WL ®None
(I) Describe the purpose of the excavation in these areas:
Improved Navigation Maintenance and Water Quality for Eastern
Channel
d. High -ground excavation in cubic yards.
None
2. DISPOSAL OF EXCAVATED MATERIAL ❑This section not applicable
a. Location of disposal area. b. Dimensions of disposal area.
Oceanfront Shoreline - western Oak Island (beach 4,400' Long x 325' wide Avg. Berm Width= 51'
compatible sand) & Sheep Isand (very fine sands, sifts and
clays)
c. (i) Do you claim title to disposal area?
[]Yes ONO ❑NA
(ii) If no, attach a letter granting permission from the owner.
e. (i) Does the disposal area include any coastal wetlands/marsh
(CW), submerged aquatic vegetation (SAV), shell bottom (SB),
or other wetlands (WL)? If any boxes are checked, provide the
number of square feet affected.
❑CW ❑SAV []SB
[]WL ®None
d. (i) Will a disposal area be available for future maintenance?
®Yes ❑No ❑NA
III) If yes, where?
Along entire length of project placement area as needed
for maintenance & replacement as well as Sheep Island
for unoompatible material
f. (i) Does the disposal include any area in the water?
®Yes []No ❑NA
(if) If yes, how much water area is affected? RECEIVED
17 Acres below MHW 7.8 Acres below M9l'''M WILMINGTON, NO
NOV 2 6 Z014
252-808-2808 :: 1-888-4RCOAST :: www.nccoastaimanagement.net revised: 12126/06

k
Form DCM MP-2 (Excavation and Fill, Page 2 of 3)
(ii) Describe the purpose of disposal in these areas:
Shore Protection
3. SHORELINE STABILIZATION ❑This section not applicable
(If development is a wood groin, use MP-4 — Structures)
a. Type of shoreline stabilization:
❑Bulkhead ❑Riprap ❑Breakwater/Sill ®Other: Beach
Nourishment
c. Average distance waterward of NHW or NWL: exiting to proposed
MHW -108.5'
e. Type of stabilization material:
Medium Sand
b. Length: 4j00'
Width: 325'
d. Maximum distance waterward of NHW or NWL: existing to
proposed MLW - 73.3'
g. Number of square feet of fill to be placed below water level. h.
Bulkhead backfill _ Riprap _
Breakwater/Sill Other 339,700 so It below MLW
743,000 so f Below MHW
i. Source of fill material.
Eastern Channel - see permit drawing.
(i) Has there been shoreline erosion during preceding 12
months?
®Yes ❑No DNA
(it) If yes, state amount of erosion and source of erosion amount
information.
There are a number of vulnerable homes along the west end of
Oak Island, as 2013-2014 winter storms and subsequent
erosion have necessitated the installation of sandbags to
prevent loss of these homes. A series of escarpments (6 to 8
feet in height) have formed along this reach of shoreline that
limit sea turtle nesting habitat.
Type of fill material.
beach compatible sand (poorly sorted fine sand with median grain
size of 0.31 mm)
4. OTHER FILL ACTIVITIES ❑This section not applicable
(Excluding Shoreline Stabilization)
a. (i) Will fill material be brouaht to the site? RYes nNo MNA b. (i) Will fill material be Dlaced in coastal wetlands/marsh (CW).
If yes,
(ii) Amount of material to be placed in the water 25,620 CY
below MLW 78,060 CY Below MHW
(iii) Dimensions of fill area 4.400' Long by 325' Wide
(iv) Purpose of fill
Shoreline and Infrastructure Protection, Improvement of
sea turtle nesting habitat
submerged aquatic vegetation (SAV), shell bottom (SB), or
other wetlands (WL)? If any boxes are checked, provide the
number of square feet affected.
❑CW ❑SAV _ ❑SB
❑WL ®None
(It) Describe the purpose of the fill in these areas:
NA
I& GENERAL
a. How will excavated or fill material be kept on site and erosion b. What type of construction equipment will be used (e.g., dragline,
controlled? backhce, or hydraulic dredge)?
See Attached Project Narrative hydraulic cutter head dredge, 24-inch pipeline to convey material
from borrow area to placement area
c. (i) Will navigational aids be required as a result of the project? d. (1) Will wetlands be crossed in transporting equipment to project
❑Yes ®No DNA she? ❑Yes ®No DNA RECEIVED
(ii) If yes, explain what type and how they will be implemented. (ii) If yes, explain steps that will be taken to avokWNr, AilWINGTON, NC
NA environmental impacts.
rauv 262014
252-808-2808 :: 1-8884RCOAST :: vvvvvr.ncconstalmanaeement.net
revised: 12126/06

i o ,t;u r;i;f.; !,It "s ...al:r tk sF G'.'ta ,
NA
25 November 2014
Date
Lockwoods Folly River Habitat Restoration Project, Phase 1 -
Eastern Channel
Project Name
Steve Foster, Town Manager of Oak Island
Applicant Name
Applicant Signature
RECEIVED
DCM WILMINGTON, NC
NOV 2 6 2014
252-808-2808 :: 1-888-4RCOAST :: wwwmccoastalmanaaement.net
revlsoth /2/26106

V (�
(5)
9
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(NO DREDGING)
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LEGEND-
(F) VIBRACORE LOCATION
-'- —— EXISTING MEAN HIGH WATER LINE
—
- — EXISTING MEAN TIDE LEVEL LINE
---EXISTING
MEAN LOW WATER LINE
NOTE:
- -
- --- PROPOSED MEAN LOW WATER LINE
BATHYMETRICAL CONTOURS SHOWN
BASED ON SURVEYS PERFORMED
EXISTING MARSH LINE
BY GEODYNAMICS IN JULY 2014
PRO.LC7 nRE LOCKWOODS FOLLY HABITAT RESTORATION PREPARED F09. BRUNSWICK COUNTY, NORTH CAROLINA SHFF7 not 54EEJ
PROJECT DREDGING OF EASTERN CHANNEL
DREDGING PLAN 7 OF 7 12
UA7UM. N1IYDNIF71 0F
PREPARED BY MCFFAW & NlCNOL DAM NOYlN!lN N14 29

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—EXISTINRADE
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IEW CHANNEL SE(
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1+00 2+00 3+00 4+00
DISTANCE (FEET)
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-20
SECTION M
GRADE 50' RADIUS BUFFER
(NO DREDGING)
SUB -BOTTOM CONTACT
5+00 6+00 0+00 1+00 2+00 3+00 4+00 5+00
DISTANCE (FEET)
10
00
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-20
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PROJECT DRE LOCKWOODS FOLLY HABITAT RESTORATION PREPARED PGP: BRUNSWICK COUNTY, NORTH CAROLINA SHEET RR£ SHEET
PROJECT DREDGING OF EASTERN CHANNEL 19
DREDGE TYPICAL SECTIONS 8 OF 6
DAR M. lMw a (FD
PREPAREOBY MMFATT&NICHOL PATE NOVEMBEAW14 29

AEC HAZARD NOTICE
Project Is In An: X Ocean Erodible Area —>�_ High Hazard Flood Area X� Inlet Hazard Area
Property Owner. Town of Oak Island
Property Address: 6900 block of West Beach Dr to 6000 block; 5700 block of West Beach
Drive to 5100 block
Date Lot Was Platted: NA
This notice is intended to malmyou, theapplicant, aware of the
special risks and conditions associated with development in this
area, which is subject to natural hazards such as stornu, erosion
and currents. The roles of the Coastal Resources Commission
require that you receive an ABC Hazard Notice and acknowledge
that notice in writing before a permit for development can be
issued.
The Commission's rules on building standards, oceanfront
setbacks and dune alterations are designed to minimize, but not
eliminate, property lossirom hazards, By granting permits, the
Coastal Resources Commission does not guarentee the safety of
the development and assumes no liability for future damage to
the development. Permits issued in the Ocean Hazard Area of
Environmental Concern include the condition that structures be
relocated or dismantled ifthey become imminently threatened by
changes in shoreline configuration. Thestructure(s) must be
relocated or dismantled within two (2) years of becoming
imminently threatened, and in say case upon its collapse or
subsidence.
The best available information, as accepted by the .Coastal
Resources Commission, indicates that the annual long-term
average ocean erosion rate for the area where your property is
located is .et per year. y if '
The rate was established by careful analysis of seal photographs
of the coastline taken over the past 50 years.
Studies also indicate that the shoreline could move e much as
Wfeet landward in a major storm. 5#` � �y/'
The flood waters in a major storm are predicted to be about
13'11ti feet deep in this area. IN if-/ 20//mea
�
Preferred oceanfront protection measures are beachmm�is nt
and relocation of threatened structures, Hard erosion control
structures such as bulkheads, seawalls, revetments, groins,jeties
and breakwaters ate prohibited. Temporary sand begs may be
authorized undercenain conditions.
The applicant must acknowledge this information and requirements
by signing this notice in the space below. Without the proper
signature, the application will not be complete.
Appllcent Signature Date
SPECIAL NOTE: This hazard notice is required for development
in areas subject to sudden and massive storms and erosion. Permits
issued for development in this area expire on December 31 of the
third year following the year in which the permit was issued.
Shortly before work begins on the project aite, the Local Permit
Officer must be contacted to determine the vegetation line and
setback distance at your site. If the property has seen little change
since the time of permit issuance, and the proposed development
can still meet the setback requirement, the LPG will inform you
that you may begin work. Substantial progress on -the project
must be made within 60 days of this setback determination, or
du setback must be remeasured. Also, the occurrence ofa major
shoreline change as the result of a storm within the 60-day period
will necessitate remeasurement of the setback It is important
that you cluck with the LPO before the permit expires for official
approval to continue the work after the permit has expired.
Generally, iffoundation pilings have been placed and substantial
progress is continuing, permit renewal can be authorized. It is
u nlawful to continue work after permit expiration.
For more btjormarjon, conracd
yr
Local ParmN officer
q O/ .r' . /yak Ieno1.D2
Address
Dajc' -TslanC(
Locality - --
aio aoi-CEO) 147
Phone Number
RECEIVED
1AN 0 7 2015
DCM-MHO Clw
RBYINd 2G7

DIVISION OF COASTAL MANAGEMENT
APPLICATION TRANSMITTAL AND PROCESSING RECORD
1) APPLICANT: Town of Oak Island COUNTY: Brunswick
PROJECT NAME: Lockwood Folly Habitat Restoration Project
LOCATION OF PROJECT: 5100-5700 & 6000-6900 blocks of W. Beach Dr., adjacent to the Atlantic Ocean
in the Town of Oak Island
DATE APPLICATION RECEIVED COMPLETE BY FIELD:12-11-14
FIELD RECOMMENDATION: Attached: YES To Be Forwarded: n/a
CONSISTENCY DETERMINATION: Attached: n/a To Be Forwarded: n/a
FIELD REPRESENTATIVE: Coats DISTRICT OFFICE: WILMINGTON
DISTRICT MANAGER REVIEW:
B) DATE RECEIVED BY MAJOR PERMITS UNIT: FEE REC'D: $475
PUBLIC NOTICE REC'D:12-12-14 END OF NOTICE DATE: 1-8-15
ADJ. RIP. PROP NOTICES REC'D:� DEED REC'
APPLICATION ASSIGNED.TO: ON:
C) 75 DAY DEADLINE: 150 DAY DEADLINE:
MAIL OUT DATE:12-9-14 STATE DUE DATE: 14-15
FEDERAL DUE DATE: FED COMMENTS REC'D:
PERMIT FINAL ACTION: ISSUE DENY DRAFT ON
AGENCY
DATE
COMMENTS
RETURNED
OBJECTIONS:
YES NO
NOTES
Coastal Management - Regional Representative
12 1111 A
Coastal Management - LUPConsistency
2-Z-/f
✓
Division of Community Assistance
Land Quality Section (DEMLR)
ly 24-I
I
�/
SwE bt
Division of Water Resources (401)
i- 9 4-15
✓
I y- / o J
Stone Water Management (DEMLR)
12-z3 I'j
State Property Office
It-Zq- It(
Division of Archives & History
Division of Environmental Health
I✓
C\.oSUr� 1
Division of Highways
I-S- IC
Wildlife Resources Commission
1 �- IS
✓
mOr �,i.w�
Local Permit Office
1-1 Z— 1
Division of Marine Fisheries / DCM
l y- IS
/
,J
Corps of Engineers
�W5 ,1-�L3-14 ✓

13
Pat McCrory
Governor
r
NCDENR
North Carolina Department of Environment and Natural Resources
-�--14.1z.1-1-C)I
December 16, 2014
Division of Coastal Management
MEMORANDUM:
TO:
FROM:
SUBJECT:
Applicant:
Maria Dunn
NCWRC
VVaRO / WRO
John E. Skvarla, III
Secretary
r{�Y DEC 2014
Cnr ratio
Jonathan Howell, NC DENR-DCM Assistant Major Permits Coordinator
400 Commerce Avenue, Morehead City, NC 28557 (Courier 11-12-09)
CAMA I Dredge & Fill Application Review
Town of Oak Island / Lockwood Folly Habitat Restoration Project
Project Location: 5100-5700 & 6000-6900 W Beach Dr., adjacent to the Atlantic Ocean
in Oak Island, Brunswick County
Proposed Project: to dredge Eastern Channel for beach renourishment
Please indicate below your agency's position or viewpoint on the proposed project and
return this form to Jonathan Howell at the address above by January 8, 1015.
If you have any questions regarding the proposed project, contact Heather Coats at
[phone] when appropriate, in depth comments with supporting data is requested.
REPLY: This agency has no objection to the project as proposed.
This agency has no comment on the proposed project.
This agency approves of the project only if the recommended changes
are incorporated. See attached.
This agency objects to the project for reasons described in the attached comments.
SIGNED DATE I-30-701s"
RECEIVED
FEB 0 2. Ili
N.C. Division of Coastal Management
127 Cardinal Drive Ext., Wilmington, NC 28405
WO."-- ma effy
Phone: [phone] FAX: [phone] Internet: www.nocoastalmanagement.net
An Equal Opportuno l Affirmative Action Employe
/ )

® North Carolina Wildlife Resources Commission
Gordon Myers, Executive Director
Id 13MA to) :7.\0111113l
TO: Jonathan Howell, Assistant Major Permits Processing Coordinator
Division of Coastal Management
North Carolina Department of Environment and Natural Resources
FROM: Maria T. Dunn, Coastal Region Coordinator
Habitat Conservation Program
DATE: January 30, 2015
SUBJECT: CAMA DredgeJFill Permit Application for Town of Oak Island / Lockwood
Folly, Brunswick County, North Carolina.
Biologists with the North Carolina Wildlife Resources Commission (NCWRC) reviewed the
permit application with regard to impacts on fish and wildlife resources. The project site is located at
5100-5700 & 6000-6900 W. Beach Dr. adjacent the Atlantic Ocean in Oak Island. Our comments are
provided in accordance with provisions of the Coastal Area Management Act (G.S. 113A-100 through
113A-128), as amended, Sections 401 and 404 of the Clean Water Act, as amended, and the Fish and
Wildlife Coordination Act (48 Stat. 401, as amended; 16 U.S.C. 661 et seq.).
The applicant proposes to dredge a portion of Eastern Channel with a beach nourishment project
for a portion of the west end of Oak Island. The Eastern Channel dredging portion of the project is
adjacent to Sheep Island to the north, residential properties to the south, Lockwood Folly Inlet to the west,
and Montgomery Slough to the east. This beach fill project site is bordered by residential properties to the
north, the Atlantic Ocean to the south, Lockwood Folly Inlet to the west and the beach strand to the east.
Approximately 229,000 cubic yards of material will be removed from Eastern Channel with
approximately 201,800 cubic yards of beach quality material being placed along two stretches of the
beach at the west end of Oak Island. The remaining 27,200 cubic yards of non -compatible dredged
material located east of station 50+75 would be disposed of at Sheep Island. The proposed channel
alignment was chosen based on modeling and sediment samples. The Eastern Channel is classified SA
waters by the Environmental Management Commission.
RECEIVED
The NCWRC has reviewed the permit application and has been engaged in several scoping
meetings and discussions. We understand there may be a change in the non -beach compatible material FEB 0 $ 20E
DCM-MHO CITY
Mailing Address: Division of Inland Fisheries • 1721 Mail Service Center • Raleigh, NC 27699-1721
Telephone: [phone] • Fax: [phone]

CMDF Oak Island / Lockwood Folly Page 2 Jammy 30, 2015
placement, moving to Horse Island rather than Sheep Island, per request from the USACE. This change, if
it occurs, will not affect our comments. To minimize impacts to nesting shorebirds, foraging shorebirds,
and sea turtles, we request an April 1— November 15 moratorium for the placement of material on the
beach front. Measures to further reduce impacts to habitat, such as beginning the project at the western
most end of Eastern Channel and conducting the placement of material on the beach front during the early
stages of project implementation is appreciated.
The NC WRC appreciates the opportunity to review and comment on this permit application. If
you need further assistance or additional information, please contact me at [phone] or at
maria.dunn(a ncwildlife.org
RECEIVED
FEB 0 2 2015
DGM-MHO CITY

AWA
NCDENR
North Carolina Department of Environment and Natural Resources
Pat McCrory
Governor
January 16, 2015
Town of Oak Island
Mr. Steve Foster
4601 East Oak Island Drive
Oak Island NC 28465
Donald R. van der Vaart
Secretary
Brunswick County
DWR Project #: 14-1307
Subject Property: Lockwoods Folly River Habitat Restoration Project Phase 1, Eastern Channel
Approval of 401 Water Quality Certification with Additional Conditions
Dear Mr. Foster,
You have our approval, in accordance with the attached conditions to nourish approximately 0.83 miles
(4,400 linear feet) of shoreline by placing approximately 201,800 cubic yards of beach compatible sand
onto approximately 17.0 acres (743,000 square feet) of beach above Mean High Water (MHW) and
approximately 7.8 acres (339,700 square feet) below MHW. The sand source of this project is a borrow
area of approximately 22.6 acres (984,456 square feet) to be dredged from 57th Place West in the Eastern
Channel of the Lockwoods Folly River to the Lockwoods Folly Inlet at the west end of the island as
described in your application received by the N.C. Division of Water Resources (DWR) on June 9, 2014.
After reviewing your application, we have decided that the impacts are covered by General Water
Quality Certification Number 3900 (GC 3900).
This Certification allows you to use the Regional General Permit #198000291 (GP 291) when
issued by the U.S. Army Corps of Engineers and the CAMA permit when issued by the Division of
Coastal Management. In addition, you should obtain or otherwise comply with any other required
federal, state or local permits before you go ahead with your project including (but not limited to)
Erosion and Sediment Control, Non -discharge, and stormwater regulations. Also, this approval to
proceed with your proposed impacts or to conduct impacts to waters as depicted in your application
shall expire upon expiration of the 404 or CAMA Permit. This Certification can also be found on
line at: htW:Hportal.nedenr.org/web/wg/sAp/ws/401/CertsandMrmits.
This approval is for the purpose and design that you described in your application. If you change
your project, you must notify us and you may be required to send us a new application. If the
property is sold, the new owner must be given a copy of this Certification and approval letter and is
thereby responsible for complying with all conditions. If total fills for this project (now or in the
future) exceed one acre of wetland or 150 linear feet of stream, compensatory mitigation may be
required as described in 15A NCAC 2H .0506 (h). This approval requires you to follow the
conditions listed in the attached certification and any additional conditions listed below.
127 Cardinal Drive Extension, Wilmington, North Carolina 28405
Phone: [phone] Internet: www.ncdenr.gov
An Equal Opportunity 1 Atfinninve Aclion Empbyer - Made in pert by recycled paper
RECEIVED
JAN 2 8 2015
DGM-MHD CITY

Lockwoods Folly Eastern Channel Dredging
Brunswick County
2014-1307
The Additional Conditions of the Certification are:
1. The following impacts are hereby approved as long as all of the other specific and general
conditions of this Certification (or Isolated Wetland Permit) are met. No other impacts are
approved including incidental impacts:
Amount Ap ved (Units)
Plan Location or Reference
Open Water (Eastern
22.6 acres (984,456 square feet)
CAMA Major Permit
Channel & Inlet)
Application
Open Water (near shore)
7.8 acres (339,700 square feet)
CAMA Major Permit
below MHW filled
Application
Beach (Above Mean
17.0 acres (743,00 square feet)
CAMA Major Permit
High Water)
Application
2. Standard Erosion and Sediment Control Practices
Erosion and sediment control practices must be in full compliance with all specifications
governing the proper design, installation and operation and maintenance of such Best
Management Practices:
a. Erosion and sediment control measures for the project must be designed, installed,
operated, and maintained in accordance with the most recent version of the North
Carolina Sediment and Erosion Control Planning and Design Manual.
b. Design, installation, operation, and maintenance of the sediment and erosion control
measures must be such that they equal, or exceed, the requirements specified in the most
recent version of the North Carolina Sediment and Erosion Control Manual. The
devices shall be maintained on all construction sites, borrow sites, and waste pile (spoil)
projects, including contractor -owned or leased borrow pits associated with the project.
c. For borrow pit sites, the erosion and sediment control measures must be designed,
installed, operated, and maintained in accordance with the most recent version of the
North Carolina Surface Mining Manual.
d. Reclamation measures and implementation must comply with the reclamation in
accordance with the requirements of the Sedimentation Pollution Control Act.
e. Sufficient materials required for stabilization and/or repair of erosion control measures
and stormwater routing and treatment shall be on site at all times.
3. No Waste, Spoil, Solids, or Fill of Any Kind
No waste, spoil, solids, or fill of any kind shall occur in wetlands, waters, or riparian areas beyond
the footprint of the impacts depicted in the Pre -Construction Notification and authorized by this
written approval, including incidental impacts. All construction activities, including the design,
installation, operation, and maintenance of sediment and erosion control Best Management
Practices, shall be performed so that no violations of state water quality standards, statutes, or
rules occur.
RECEIVED
JAN 2 9 1015
F�.fwpwH� 4OTT

3
I.ockwoods Folly Eastern Channel Dredging
Brunmick County
2014-1307
4. No Sediment & Erosion Control Measures w/n Wetlands or Waters
Sediment and erosion control measures shall not be placed in wetlands or waters without prior
approval by DWR. If placement of sediment and erosion control devices in wetlands and
waters is unavoidable, then design and placement of temporary erosion control measures shall
not be conducted in a manner that may result in dis-equilibrium of wetlands or stream beds or
banks, adjacent to or upstream and downstream of the above structures. All devices shall be
removed and the natural grade restored within two (2) months of the date that the Division of
Energy, Mineral, and Land Resources has released the project.
5. Turbidity
The turbidity standard of 25 NTUs (Nephelometric Turbidity Units) shall not be exceeded as
described in 15 A NCAC 2B .0200. Appropriate sediment and erosion control practices must be
used to meet this standard.
6. The applicant/permittee and their authorized agents shall conduct all activities in a manner
consistent with State water quality standards (including any requirements resulting from
compliance with §303(d) of the Clean Water Act), and any other appropriate requirements of
State and Federal Law. If the Division determines that such standards or laws are not being met,
including failure to sustain a designated or achieved use, or that State or Federal law is being
violated, or that further conditions are necessary to assure compliance, then the Division may
reevaluate and modify this General Water Quality Certification.
7. Certificate of Completion
Upon completion of all work approved within the 401 Water Quality Certification or applicable
Buffer Rules, and any subsequent modifications, the applicant is required to return the attached
certificate of completion to the 401 Oversight/Express Review Permitting Unit, North Carolina
Division of Water Resources, 1650 Mail Service Center, Raleigh, NC, 27699-1650.
Violations of any condition herein set forth may result in revocation of this Certification and may
result in criminal and/or civil penalties. The authorization to proceed with your proposed impacts
or to conduct impacts to waters as depicted in your application and as authorized by this
Certification shall expire upon expiration of the 404 or CAMA Permits.
You can contest this Certification as provided in Articles 3 and 4 of General Statute 150B by filing
a written petition for an administrative hearing to the Office of Administrative Hearings. You may
obtain a petition form from the Office of Administrative Hearings at http://www.neoah.com or call
[phone] for information. Within sixty (60) calendar days of receipt of this Certification, you
must file the petition with the Office of Administrative Hearings. A petition is considered filed
when the original and one (1) copy is received in the Office of Administrative Hearings during
normal office hours (Monday through Friday between 8:00am and 5:00pm, excluding official state
holidays). The petition may be faxed to the Office of Administrative Hearings at [phone],
provided the original and one copy of the petition is received by the Office of Administrative
Hearings within five (5) business days following the faxed transmission.
RECEIVED
JAN 29 711+;
E�lsraanr� Hiiv

Lockwoods Folly Eastern Channel Dredging
Brunswick County
2014-1307
Mailing address for the Office of Administrative Hearings:
Office of Administrative Hearings
6714 Mail Service Center
Raleigh, NC 27699-6714
One (1) copy of the petition must also be served to DENR:
Lacy Presnell, General Counsel, Department of Environment and Natural Resources
1601 Mail Service Center
Raleigh, NC 27699-1601
Unless such a petition is filed, this Certification shall be final and binding.
This letter completes the review of the Division of Water Resources under Section 401 of the Clean
Water Act. If you have any questions, please telephone Karen Higgins in the Central Office in
Raleigh at 919-807-6301 or Chad Coburn in the DWR Wilmington Regional Office at 910-796-
7215.
Sincerely,
Gre gson Rgi Supervisor
Water Quality Regional Operations Section
Wilmington Regional Office
Division of Water Resources, NCDENR
RECENED
JAN 2 8 205
WM-10HO CITY
Enclosures: Certificate of Completion
GC 3900
cc: Dawn York — Dial Cordy & Associates, Inc., 201 North Front Street, Wilmington, NC
28401
Jonathan Howell — DCM Morehead City
Heather Coats — DCM Wilmington
Tyler Crumbley — USACE Wilmington Field Office
Karen Higgins — 401 and Buffer Permitting Unit
WiRO

Certification of Completion
DWR Project No.:
Applicant:
Project Name:
Date of Issuance of Wetland Permit:
County:
Certificate of Completion
Upon completion of all work approved within the 401 Water Quality Certification and Buffer Rules, and any
subsequent modifications, the applicant is required to return this certificate to the 401 Oversight/Express Permitting Unit,
North Carolina Division of Water Resources, 1650 Mail Service Center, Raleigh, NC, 27699-1650. This form may be
returned to DWR by the applicant, the applicant's authorized agent, or the project engineer. It is not necessary to send
certificates from all of these.
Applicant's Certification
used in the observation of the
compliance and intent of the 401
and other supporting materials.
Signature:
Agent's Certification
hereby state that, to the best of my abilities, due care and diligence was
construction such that the construction was observed to be built within substantial
Water Quality Certification and Buffer Rules, the approved plans and specifications,
Date:
I, , hereby state that, to the best of my abilities, due care and diligence was
used in the observation of the construction such that the construction was observed to be built within substantial
compliance and intent of the 401 Water Quality Certification and Buffer Rules, the approved plans and specifications,
and other supporting materials.
Signature:
Date:
If this project was designed by a Certified Professional
I as a duly registered Professional (i.e., Engineer,
Landscape Architect, Surveyor, etc.) in the State of North Carolina, having been authorized to observe (periodically,
weekly, full time) the construction of the project, for the Permittee hereby state that, to the best of my abilities, due care
and diligence was used in the observation of the construction such that the construction was observed to be built within
substantial compliance and intent of the 401 Water Quality Certification and Buffer Rules, the approved plans and
specifications, and other supporting materials.
Signature:
Registration No.
Date
RECEIVED
JAN 2 9 2015
PCM-MUA PiTW

Mill
NCDENR
North Carolina Department of Environment and Natural
Pat McCrory
Governor
December 16, 2014
Division of Coastal Management
MEMORANDUM:
TO: Chad Coburn
401 Wetlands
DWR - WiRO
Resources
John E. Skvarla, III
EPI
DEC 16 2014
BY:
Secretary
FROM: Jonathan Howell, NC DENR-DCM Assistant Major Permits Coordinator
400 Commerce Avenue, Morehead City, NC 28557 (Courier 11-12-09)
SUBJECT: CAMA / Dredge & Fill Application Review
Applicant: Town of Oak Island / Lockwood Folly Habitat Restoration Project
Project Location: 5100-5700 & 6000-6900 W. Beach Dr., adjacent to the Atlantic Ocean
in Oak Island, Brunswick County
Proposed Project: to dredge Eastern Channel for beach renourishment
Please indicate below your agency's position or viewpoint on the proposed project and
return this form to Jonathan Howell at the address above by January 8, 1015.
If you have any questions regarding the proposed project, contact Heather Coats at
[phone] when appropriate, in depth comments with supporting data is requested.
/ y(,)l !s/(� c ari��e-? or/16 /rs <,-c-
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.
This agency objects to the project for reasons described in the attached comments.
RECEIVED
SIGNED DATE d /— /.S JAN 18 71115
1 �?M'Mleafr loryy
N.C. Division of Coastal Management
127 Cardinal Drive Ed., Wilmington, NC 28405
Phone: [phone] FAX: [phone]Internet: www.nccoastaimanagement.net
An Equal Opportunity \Alfimut" Action Employer

DISTRICT 3
il,
UEU 18 2014
NCDENR RECEIVED
North Carolina Department of Environment and Natural Resources
Pat McCrory
Governor
December 16, 2014
Division of Coastal Management
MEMORANDUM:
TO
FROM:
SUBJECT
Applicant
Anthony Law
NC DOT
Brunswick County
RECEIVED
JAN ON "'
P -hgHPj CAT',
John E. Skvarla, III
Secretary
Jonathan Howell, NC DENR-DCM Assistant Major Permits Coordinator
400 Commerce Avenue, Morehead City, NC 28557 (Courier 11-12-09)
CAMA I Dredge & Fill Application Review
Town of Oak Island/ Lockwood Folly Habitat Restoration Project
Project Location: 5100-5700 & 6000-6900 W. Beach Dr., adjacent to the Atlantic Ocean
in Oak Island, Brunswick County
Proposed Project: to dredge Eastem Channel for beach renourishment
Please indicate below your agency's position or viewpoint on the proposed project and
return this form to Jonathan Howell at the address above by January 8, 1015.
If you have any questions regarding the proposed project, contact Heather Coats at
[phone] when appropriate, in depth comments with supporting data is requested.
REPLY: This agency has no objection to the project as proposed.
This agency has no comment on the proposed project.
This agency approves of the project only if the recommended changes
are incorporated. See attached.
This agency objects to the project for reasons described in the attached comments.
SIGNED Ail DATE I2 —3fI 1 4(
N.C. Division of Coastal Management
127 Cardinal Ddve Ext., Wilmington, NC 28405
Phone: [phone] FAX: [phone] Internet: www.necoastaimanagement.net
An Equal Opportunity 1 Affirmative Action Employer
/J

NCDENR
North Carolina Department of Environment and Natural Resources
Pat McCrory
Governor
December 16, 2014
Division of Coastal Management
MEMORANDUM:
TO: Shannon Jenkins
NC DMF
Shellfish Sanitation Section
John E. Skvarla, III
Secretary
FROM: Jonathan Howell, NC DENR-DCM Assistant Major Permits Coordinator
400 Commerce Avenue, Morehead City, NC 28557 (Courier 11-12-09)
SUBJECT: CAMA I Dredge & Fill Application Review
Applicant: Town of Oak Island / Lockwood Folly Habitat Restoration Project
Project Location: 5100-5700 & 6000-6900 W. Beach Dr., adjacent to the Atlantic Ocean
in Oak Island, Brunswick County
Proposed Project: to dredge Eastern Channel for beach renourishment
Please indicate below your agency's position or viewpoint on the proposed project and
return this form to Jonathan Howell at the address above by January 8, 1015.
If you have any questions regarding the proposed project, contact Heather Coats at
[phone] when appropriate, in depth comments with supporting data is requested.
RECEIVED
REPLY: This agency has no objection to the project as proposed. JAN 0 8 ?M
This agency has no comment on the proposed project. wrkv"I'+wII IIMN
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 /Xr DATE
N.C. Division of Coastal Management
127 Cardinal Drive Ext , Wilmington, NC 28405
Phow 910-796-72151 FAX: [phone] Internet: www.nccoastalmanagement.net
An Equal Opportunity l AKtmafive Action Employer

4
NCDENR
North Carolina Department of Environment and Natural Resources
Pat McCrory
Governor
January 2, 2015
MEMORANDOM
From:
Through
SUBJECT:
Applicant:
Project
Donald R. van der Vaart
Secretary
Jonathan Howell, NC DENR-DCM Assistant Major Permits
Coordinator
400 Commerce Ave., Morehead City, NC 28557 (Courier 11-12-
09)
Jeremy Humphrey,
Environmental Health Program Specialist
Shannon Jenkins,
Environmental Program Supervisor
CAMA / Dredge & Fill Permit Application Review
Town of Oak Island / Lockwood Folly Habitat Restoration
Project Location: 5100-5700 & 6000-6900 W. Beach Drive, adjacent to the Atlantic
Ocean in Oak Island, Brunswick County
Proposed Project: to dredge Eastern Channel for beach nourishment
The project including dredge disposal and beach nourishment would likely occur during
periods of the year when tourism and recreation in general is low. The placement of
dredged materials along a swimming beach has the potential to cause a localized
increase in bacteria concentrations within the waters surrounding the project. Potential
issues can be avoided by scheduling these types of projects between November 15t and
March 315t of a given year, which falls outside of the swimming season.
RECEIVED
JAN 0 0 70t
r)(—'M o-tl 4`,Y1v
1601 Mail Service Center, Raleigh, North Carolina 27699-1601
Phone: [phone] % Internet: www,ncdenf.gov
An Equal Opportunity 1 Affirmative Action Emphyer — Made in part by recycled paper

KAA
A&I
NCDENR
North Carolina Department of Environment and Natural Resources
Pat McCrory
Governor
December 16, 2014
Division of Coastal Management
MEMORANDUM:
TO: Tim Walton
Dept of Administration
State Property Office
John E. Skvarla, III
Secretary
FROM: Jonathan Howell, INC DENR-DCM Assistant Major Permits Coordinator
400 Commerce Avenue, Morehead City, NC 28557 (Courier 11-12-09)
SUBJECT: CAMA I Dredge & Fill Application Review
Applicant: Town of Oak Island / Lockwood Folly Habitat Restoration Project
Project Location: 5100-5700 & 6000-6900 W. Beach Dr., adjacent to the Atlantic Ocean
in Oak Island, Brunswick County
Proposed Project: to dredge Eastern Channel for beach renourishment
Please indicate below your agency's position or viewpoint on the proposed project and
return this form to Jonathan Howell at the address above by January 8, 1015.
If you have any questions regarding the proposed project, contact Heather Coats at
[phone] when appropriate, in depth comments with supporting data is requested.
REPLY: Thieagency has
This agency has
SIG
no objection to the project as proposed.
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.
DATE \ d— - N, 1 � )ft
RECEIVED
tal Management
127 Cardinal Drive Ext., Wilmington, NC 28405
Phone: [phone] FAX: [phone] Internet: www.nccoastalmanagement.net
JAN 0 7 1015
t1rnA-0k+n CrrV
An Equal Oppolunity \ Affirmative Action Employer

-A�2w
NCDEWR
North. Carolina Department of Environment and Natural Resources
Pat McCrory
Governor
RECEIVED
December 16, 2014
DEC 18 1014
Division of Coastal Manaaement DCM-Fisheries
MEMORANDUM: wARo
TO: Shane Staples
Fisheries Resource Specialist
DCM - WaRO
John E. Skvarla, III
Secretary
FROM: Jonathan Howell, NC DENR-DCM Assistant Major Permits Coordinator
400 Commerce Avenue, Morehead City, NC 28557 (Courier 11-12-09)
SUBJECT: CAMA / Dredge & Fill Application Review
Applicant: Town of Oak Island / Lockwood Folly Habitat Restoration Project
Project Location: 5100-5700 & 6000-6900 W. Beach Dr., adjacent to the Atlantic Ocean
in Oak Island, Brunswick County
Proposed Project: to dredge Eastem Channel forbeach renourishment
Please indicate below your agency's position or viewpoint on the proposed project and
return this form to Jonathan Howell at the address above by January 8, 1015.
If you have any questions regarding the proposed project, contact Heather Coats at
[phone] when appropriate, in depth comments with supporting data is requested.
REPLY: This agency has no objection to the project as proposed.
This agency has no comment on the proposed project.
This agency approves of the project only if the recommended changes
are incorporated. See attached.
This agency objects to the project for reasons described in the attached comments.
SIGNED 46Z�t= DATE
N.C. Division of Coastal Management
127 Cardinal Drive Ext., Wilmington, NC 28405
Phone: [phone] FAX [phone]Internet: www.ncGoastalmanaaement.net
An Equal OpportAlyWfamative Mon Employer

�R�;�A
r1�:DENR
North Carolina Department of Environment and Natural Resources
Pat McCrory
Governor
MEMORANDUM:
TO: Jonathan Howell, DCM Assistant Major Permit Coordinator
FROM: Shane Staples, DCM Fisheries Resource Specialist
SUBJECT: Town of Oak Island/Lockwood Folly Habitat Restoration Project
DATE: January 5, 2015
Donald R. van der Vaart
Secretary
A North Carolina Division of Coastal Management (DCM) Fisheries Resource Specialist has reviewed the
subject permit application for proposed actions that impact fish and fish habitats. The applicant is
proposing to dredge Eastern Channel near Lockwood Folly inlet and use some of the spoil from that
excavation for a beach nourishment project near the west end of Oak Island. The project is anticipated
to impact 22.6 acres of estuarine bottom by dredge, 7.8 acres of shallow intertidal beach and 17 acres of
high ground by fill.
Several Essential Fish Habitat (EFH) types within and nearthe project area have been identified in the
report filed with the application. These habitats have been deemed critical to the lifecycles of fish and
shellfish. Ih orderto minimize negative effects on fish and shellfish in these areas an in -water work
moratorium from April 1-Septemeber 30 is requested. The project time line outlined in the application
states work is anticipated to last until April 30. Efforts should be made to complete work before the
moratorium begins and if work cannot be completed before April 1 a request for moratorium relief can
be made at that time.
1601 Mail Service Center, Raleigh, North Carolina 27699-1601
Phone: 919-707$6001Internet: www.nedem.gov
An Equal OppartuniryIAfPomaliveAcdon Erniko w-We In part by rm7ded paper
/J

12/22/2014 09:53 ffA10 P.001/001
NcaENR
North Carolina Department of Environment and Natural Resources
Pat McCrory
3ovemor
December 16, 2014
Division of Coastal Management
MEMORANDUM:
Town of Oak Island
TO: Attn: D. Coleman, LPO
John E. Skvarta, III
Secretary
FROM: Jonathan Howell, NC DENR-DCM Assistant Major Permits Coordinator
400 Commerce Avenue, Morehead City, NC 28557 (Courier 11-12-09)
SUBJECT: CAMA / Dredge & Fill Application Review
Applicant: Town of Oak Island / Lockwood Folly Habitat Restoration Project
Project Location: 5100-5700 & 6000-6900 W. Beach Dr, adjacent to the Atlantic Ocean
in Oak Island, Brunswick County
Proposed Project: to dredge Eastern Channel for beach renourishment
Please indicate below your agency's position or viewpoint on the proposed project and
return this form to Jonathan Howell at the address above by January 8, 1015.
If you have any questions regarding the proposed project, contact Heather Coats at
[phone] when appropriate, in depth comments with supporting data is requested,
RECEIVED
DEC 3 0 2014
REPLY: This agency has no objection to the project as proposed. ppnn_MHa HnY
—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 S -PA 1DATE
N.C. Civision of Coastal Management RECEIVED
127 Cadlnal Drive ExL, Wilmington, NO 28405
Phone: 9WW72151FAX: 91a3E5,t%41nIK*:wwanaoastslmanaaementEkI WILMINGTON, NC
M Equtl Oap HVIMm wWu Ew#"r
DEC 222014
/J

A�'�
���—
NCDENR
North Carolina Department of Environment and Natural Resources
Pat McCrory
Governor
December 16, 2014
Division of Coastal Management
MEMORANDUM:
TO: Georgette Scott
Stormwater Section
DEMLR - WiRO
EckPIN/E
DEC 16 2014
BY: —
John E. Skvada, III
Secretary
FROM: Jonathan Howell, NC DENR-DCM Assistant Major Permits Coordinator
400 Commerce Avenue, Morehead City, NC 28557 (Courier 11-12-09)
SUBJECT: CAMA I Dredge & Fill Application Review
Applicant: Town of Oak Island / Lockwood Folly Habitat Restoration Project
Project Location: 5100-5700 & 6000-6900 W Beach Dr., adjacent to the Atlantic Ocean
in Oak Island, Brunswick County
Proposed Project: to dredge Eastern Channel for beach renourishment
Please indicate below your agency's position or viewpoint on the proposed project and
return this form to Jonathan Howell at the address above by January 8, 1015.
If you have any questions regarding the proposed project, contact Heather Coats at
[phone] when appropriate, in depth comments with supporting data is requested.
REPLY: his 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 �(�—¢t/ �4� DATE %Z
jj-- RECEIV€D
N.C. Division of Coastal Management DEC 2 h W"4
127 Cardinal Drive Ext., Wilmington, NC 28405 lnr rAW6, �1
Phone: [phone] FAX: [phone] Internet: www.n000astaimanagement.net
An Equal Oppo0unity l AKrmatve Acton Employer I J

NCDENR
North Carolina Department of Environment and Natural Resources
Pat McCrory
Governor
John E. Skvada, III
Secretary
December 16, 2014 @ @ b
Division of Coastal Management DEC 16 201,
MEMORANDUM: D'vlsion or
TO: Heidi Cox WIRD.PubMatwaeesuP�
Environmental Engineer
Public Water Supply
FROM: Jonathan Howell, NC DENR-DCM Assistant Major Permits Coordinator
400 Commerce Avenue, Morehead City, NC 28557 (Courier 11-12-09)
SUBJECT: CAMA / Dredge & Fill Application Review
Applicant: Town of Oak Island / Lockwood Folly Habitat Restoration Project
Project Location: 5100-5700 & 6000-6900 W. Beach Dr., adjacent to the Atlantic Ocean
in Oak Island, Brunswick County
Proposed Project: to dredge Eastern Channel for beach renourishment
Please indicate below your agency's position or viewpoint on the proposed project and
return this form to Jonathan Howell at the address above by January 8, 1015.
If you have any questions regarding the proposed project, contact Heather Coats at
[phone] when appropriate, in depth comments with supporting data is requested.
REPLY: This agency has no objection to the project as proposed.
This agency has no comment on the proposed project.
This agency approves of the project only if the recommended changes
are incorporated. See attached.
This agency objects to the project for reasons described in the attached comments.
SIGNED (LAX DATE
RECEIVED
N.C. Division of Coastal Management DEC 2 A 2014
127 Cardinal Drive Ext., Wilmington, NC 28405 BPM-Ann +�rtt
Phone: [phone] FAX: [phone] Internet: www.n000astalmanagement.net
/J
An Equal Oppa1unily 1 Alfirmative Action Empbyer

Asmx
NCDENR
North Carolina Department of Environment and Natural Resources
Pat McCrory
Governor
December 16, 2014
Division of Coastal Management
MEMORANDUM.
TO
FROM:
SUBJECT:
Applicant:
Dan Sams
District Manager
DEMLR - WiRO
DEC 16 2014
)1V
John E. Skvarla, III
Secretary
Jonathan Howell, INC DENR-DCM Assistant Major Permits Coordinator
400 Commerce Avenue, Morehead City, NC 28557 (Courier 11-12-09)
CAMA I Dredge & Fill Application Review
Town of Oak Island / Lockwood Folly Habitat Restoration Project
Project Location: 5100-5700 & 6000-6900 W. Beach Dr, adjacent to the Atlantic Ocean
in Oak Island, Brunswick County
Proposed Project: to dredge Eastem Channel for beach renourishment
Please indicate below your agency's position or viewpoint on the proposed project and
return this form to Jonathan Howell at the address above by January 8, 1015.
If you have any questions regarding the proposed project, contact Heather Coats at
[phone] when appropriate, in depth comments with supporting data is requested.
RECEIVED
DEC ! 8 7014
REPLY: This agency has no objection to the project as proposed. Dcm-mmoerfr
This agency has no comment on the proposed project.
This agency approves of the project only if the recommended changes
are incorporated. See attached. L" d:sfurl:a, 1o,1.dw...d eF
I.•J�r
ev
a ,I,P,>l• This agency objects to the project for reasons described in the attached comments.
SIGNED DATE L)Ec 17
N.C. Division of Coastal Management
127 Cardinal Drive Ext, Wilmington, INC 28405
Phone: [phone] FAX: [phone] Internet: www.nccoastalmanagement.net (J
An Equal Opportunity \ Affirmalive Action Employer

Me® NR
North Carolina Department of Environment and Natural Resources
Pat McCrory.
Governor
January 16, 2015
Town ofOak'Island
Mr. Steve Foster
4601 East Oak Island Drive
Oak Island NC 28465
Donald R. van der Vaart
Secretary
Brunswick County
DWR Project#: 14-1307
SubjectProperty: Lockwoods Folly River Habitat Restoration Project Phase 1, Eastern Channel
Approval of 401 Water Quality Certification with Additional Conditions
Dear Mr. Foster,
You have our approval, in accordancerwith the attached conditions to nourish approximately, 0.83 miles
(4,400 lirrear.feet) of shoreline by placing appr6kimately'201,800 cubic yards of beach compatible sand
onto approximately 17.0 acres (743,'000 square feet) of beach above Mean High Water (MHW) and
approximately?:8 acres (339,700 square feet) below'MHW. The sand source of this project is'a borrow
area of approximately 22.6 acres (984,456 square feet) to be dredged from 570' Place West in the Eastern
Channel of the Lockwoods Folly River to the Lockwoods Folly Inlet at the west end of the island as
described: in your application received by the N.C. Division of Water Resources (DWR) on June % 2014.
After reviewing your application, we.have decided that the impacts are covered by -General Water
Quality Certification Number 3900 (GC 3900).
This Certification allows you to use the Regional General Permit #198000291 (GP 291) when
issued by the'U.S. Army Corps of Engineers and the CAMA permit when issued by the Division of
Coastal Management. In addition, you should obtain or otherwise comply with any•other required
federal, state or local permits before you go..ahead with your project including (but not limited to)
Erosion and Sediment Control, Non -discharge, and stormwater regulations. Also; this approval to
proceed with your proposed impacts or to conduct impacts to waters as depicted in your application
shall expire upon expiration of the 404 or CAMA Permit. This .Certification can also be found on
line at: liftv:Hportal.ilcdeiir.orv/)Aeb/wq/swp/ws/401/certsandl2ermits.
This approval is for the purpose and design that you described in your application. If you change
your project, you must notify us and you may be required to send us a new application. If the
property is sold, the new owner must be given a copy of this Certification and approval letter and is
thereby responsible for complying with all conditions. If total fills for this project (now or in the
future) exceed one acre of wetland or 150 linear feet of stream, compensatory mitigation may be
required as described in 15A NCAC 2H .0506 (h). This•"approval requires you to follow the
conditions listed in the attached certification and any additional conditions listed below.
127 Cardinal Ddve Extension, WIIminglon; North Carolina 28405
Phone: [phone]Internet: www.nodenrgov
An Equai oppohuniry 1 Alfirmalve Action Employer— h1ade in part by recyclad paper

{^
Lockwoods Folly Eastern Channel Dredging
Brunswick County `
2014.1307
The Additional Conditions of the Certification are:
The following,impacts are hereby approved as long as all of the other specific and general
conditions of this Certification (or Isolated Wetland Permit) are met. No other impacts are
approved including incidental impacts:.
Amount Approved Units
Plan Location or Reference
Open Water (Eastern
22.6 acres (984,456.square-feet)
CAMA Major Permit
Channel & Inlet)
Application
Open Water (near shore)
7.8 acres (339,700 square feet)
CAMA Major Permit
below MHW filled
Application.
Beach (Above Mean
17.0 acres (743,00 square feet)
CAMA Major Permit
High Water)
I Application
2. Standard Erosion and Sediment Control Practices
Erosion and sediment control, practices must be in full compliance with all specifications.
governing: the proper design, installation and operation and maintenance of such Best
Management Practices:
a. Erosion and sediment:control measures for the project must be designed, installed,
operated, and maintained in accordance with the most recent; version of the North
Carolina Sediment and Erosion Control Planning. and Design Manual.
b. Design, installation, operation, and maintenance of the, sediment and erosion control
measures must be such that they'equal, or exceed, the requirements specified in the most
recent -version of the North Carolina Sediment and he
Control Manual. The
devices shall be maintained on all construction sites, borrow sites, and waste pile (spoil)
projects, including contractor -owned or leased borrow pits associated with the project.
c. For borrow pit sites, the erosion and sediment control measures must be designed,
installed, operated, and maintained in accordance with the most recent version of the
North Carolina'Surface Mining Manual.
d. Reclamation measures and implementation must comply with the reclamation in
accordance with the requirements of the Sedimentation Pollution Control Act.
e. Sufficient materials required for stabilization and/or repair of erosion control measures
and stormwater routing and treatment shall be on site at all times.
3. No'Waste, Spoil, Solids, or Fill of Any Kind
No waste, spoil, solids, or fill of any, shall occur in wetlands, waters, or riparian areas beyond
the footprint of the 'impacts depicted in the Pre -Construction Notification and authorized by this
written approval, including incidental impacts. All construction activities, including the design,
installation, operation, .and maintenance of sediment and erosion control Best Management
Practices; .shall be performed so that -no violations of state water quality standards; statutes, or
rules occur.

3
Lockwoods F611y Eastern Channel Dredging
Branswick County
2014.1307
4. No Sediment & Erosion Control Measures w/n Wetlands.or Waters
Sediment and erosion control measures, shall not be placed in wetlands or waters without prior
approval by DWR. If placement of sediment and erosion control devices in wetlands and
waters is unavoidable, then design and placement of temporary erosion control measures shall
not conducted in a manner that may result in dis-equilibrium of wetlands or stream beds or
banks; adjacent to or upstream -and downstream of the above structures. All devices shall be
removed and the natural grade restored Within two (2) months of the date that the Division of
Energy, -Mineral, and Land'Resources has released the project.
S. Turbidity
The turbidity -standard of 25 NTUs (Nephelometric Turbidity Units) shall not be exceeded as
described in 15 A NCAC 2B .0200. Appropriate sediment and erosion,control practices must be
used to meet this standard.
6. The applicant/permittee and their, authorized agents :shall conduct all activities in a manner
consistent with State water quality standards (including any requirements resulting from.
compliance with §303(d) of the Clean Water Act), and any other appropriate requirements of
State and Federal Law. If the Division determines that such standards or laws are not being met,
including failure to sustain,a designated or achieved use, or that State or Federal law is being
violated, .or that further conditions are necessary to assure compliance, then. the Division may
reevaluate and modify this General Water Quality Certification.
7. Certificate of Completion
Upon completion of all work approved within the 401 Water Quality Certification or applicable
Buffer Rules, :and any subsequent modifications, the applicant is.required to return the attached
certificate of completion to the 401 OversightlExpress Review Permitting Unit, North Carolina.
Division of Water Resources;_ 1650 Mail Service Center, Raleigh,. NC, 27699-,1650.
Violations of any condition herein set forth may result in revocation of this :Certification and may
resultnn criminal -and/or civil penalties. The authorization to proceed with your proposed impacts
Or to conduct impacts to waters as depicted in your application and as authorized by this
Certification shall expire upon expiration of the 404 or CAMA Permits..
You can contest this Certification as provided in Articles 3 :and 4 of General Statute 150B by filing'
a written petition for an administrative hearing to the Office of Administrative Hearings. You may
obtain.a petition form from the Office of Administrative Hearings at http://www.ncoah.com or call
[phone] for information. Within sixty (60) calendar days of receipt -of this Certification, you
must file the petition with the Office of Administrative Hearings. A petition is considered filed.
when the original and one (1) copy is received in the Office of Administrative Hearings during
normal office hours (Monday through Friday between 8:00am and 5:00pm, excluding official state
holidays). Thepetition may be faxed to the Office of Administrative Hearings at [phone],
provided the:origmal and one copy of the petition is received -by .the. Office of Administrative
Hearings Within five (5) business days following the faxed transmission.
1'

1,� Y
Lockwoods'Folly,Fastem Channel Dredging
Brunswick County
2014-1307
Mailing address for the Office of Administrative Hearings:
Office of Administrative Hearings
6714 Mail Service Center
Raleigh, NC 27699-6714
One (1) copy of the petition must also be served to DENR:
Lacy Presnell, General Counsel, Department of Environment and Natural Resources
1601 Mail Service Center
Raleigh, NC 27699-1601
Unless such'a petition is filed, this Certification sball be final and binding.
This letter completes the review of the Division of Water Resources under Section 401 of the Clean
Water Act. If you have any questions, please telephone Karen Higgins in the Central Office in
Raleigh at 919-807-6301 or Chad Coburn in the DWR Wilmington Regional Office at 910-79.6-
7215.
Sincerely,
Sm Gregson, Regional Supervisor
Water Quality Regional Operations Section
Wilmington Regional Office
Division of Water Resources, NCDENR
Enclosures:: Certificate of Completion
GC 3000'
cc: tDawriYoik_ Dial_Cordy-& Associates, -Inc; 2qI NorthFront Street,:Wilmington, NC-
28401
Jonathan Howell — DCM Morehead City
Heather Coats — DCM Wilmington
Tyler Crambley — USACE. Wilmington Field Office
Karen Higgins — 401 and Buffer Permitting Unit
WiRO
l�

fCerfifleaflo n of Comolleflo n
DWR Project No.:
Applicant:
Project Name:
Date of Issuance of Wetland Permit:
County:
Certificate of Completion
Upon completion of all work approved within the 401 Water QualityCertification and Buffer Rules, and any
subsequent modifications, the applicant is required to return this. certificate to the, 401 Oversight/Express Permitting Unit,
North Carolina Division of Water Resources, 1650 Mail Service Center, Raleigh, NC, 27699-1650. This form may be
returned to DWR by the applicant, the applicant's authorized agent, or the project engineer. It is not necessary to send
certificates from all of these.
Applicant's Certification
h , hereby statethat, to the best of my abilities, due care and diligence was
used in the observation of the construction such that the construction was observed to be built within substantial
compliance and intent of the 401 Water Quality Certification and Buffer Rules, the approved plans and specifications,
and other supporting,materials.,
Signature: Date:
Agent's Certification
1 hereby state that; to the best of my abilities, due care -and diligence was
used in the observation of the construction such that the construction was observed to be built within substantial
compliance and.intent.of the 401 Water Quality Certification and Buffer Rules, the approved plans and specifications,
and other supporting materials.
Signature:
Date:
If this project was designed by a Certified Professional,
I I as a duly registered Professional (i.e., Engineer,
Landscape Architect, Surveyor, etc.) in the State of North Carolina, having,been authorized to observe (periodically,
weekly, full time) the. construction of the project, for the Permittee hereby state that, to the best of my abilities, due care
and diligence was used in the observation of the construction such that the construction was observed to be built within
substantial compliance and intent of the 401 Water Quality Certification and Buffer Rules, the approved "plans and
specifications, and, other supporting materials.
Signature: Registration No.. , Date

MEMORANDUM
To: Jonathan Howell
From: Michael Christenbury, Wilmington District Planner
Subject: Consistency Determination, Major Permit Application, Town of Oak
Island, Oak Island — Brunswick County
Date: February 2, 2015
This project is consistent and not in conflict with the Oak Island Land Use Plan.
The applicant proposes the dredging of Eastern Channel with a beach nourishment
project for a portion of the west end of Oak Island.
Areas of Environmental Concern (AEC's) impacted by the proposal are OH, EW and PT.
Waters at the project site are classified as SA/SB and are open to the harvesting of
shellfish. The area is not a Primary Nursery Area.
I have reviewed this proposal for consistency with the Oak Island Land Use Plan and
offer the following comments.
The general area of the project is classified as Developed (upland).
In general, Oak Island allows development in conservation classified AECs which is
consistent with the State's minimum use standards. The Oak Island Land Use Plan (Long
Beach/Yaupon Beach consolidated plans) contains some policies, which exceed the
State's minimum use standards. However, none of these standards appear to be
applicable to this proposal.
This project appears to be consistent with the Oak Island Land Use Plan.
Cc: File
ID

-r %
Howell, Jonathan
From: Crumbley, Tyler SAW <Tyler. [e-mail]. mil>
Sent: Monday, February 09, 2015 2:38 PM
To: Howell, Jonathan
Subject: Proposed Permit Conditions Eastern Channel
Jonathan,
Please find the conditions below (all 31 of them). I am sending a hard -copy today to Doug. I'm sure you've heard from
the applicant and agent on this.
If you need anything else, let me know.
Thanks.
-Tyler
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:
1. In order to further protect the endangered West Indian Manatee, Trichechus manatus, the applicant must
implement the U.S. Fish and Wildlife Service's Manatee Guidelines, and strictly adhere to all requirements therein. The
guidelines can be found at http://www.fws.gov/nc-es/mammal/manatee_guidelines.pdf.
2. As part of the operation and maintenance of the Federally authorized project, the Wilmington District routinely
surveys the Lockwoods Folly Inlet, including, but not limited to, the portion at its intersection with the Eastern Channel,
in order to assess dredging needs to maintain navigability of the Lockwoods Folly Inlet Crossing. The permittee shall
provide written notification to the Wilmington District Regulatory Division two weeks prior to the commencement of
construction, to allow the District to perform a baseline survey of the area of the AIW W that may be potentially affected
by the proposed project.
3. If the District Engineer, in his sole discretion, determines that the permitted activity has caused additional
shoaling (above historical amounts, taking into account inlet dynamics and storm effects) within the Federal Project, on
Tangent 11 in the AIWW from Cape Fear River, NC to Little River, SC (specifically Lockwoods Folly Inlet Crossing), and
that such section should be dredged in order to maintain safe and efficient navigation on the Inlet Crossing, he will so
notify the permittee in writing. The notification will specify the extent to which additional shoaling has occurred, the
area of the Inlet Crossing that must be dredged, the depth to which it must be dredged, and the time frame within which
dredging must begin (a minimum of 90 days will be allowed). The permittee shall either provide contributed funds to
compensate the government for the portion of the costs associated with dredging the additional shoal material, or cause
the area of the Inlet Crossing specified by the District Engineer to be dredged in a manner and within the time frame
specified in the notice. If the Permittee dredges the Inlet Crossing, a post -construction survey of dredged areas, within
the Federal Project, shall be completed and coordinated with the District Engineer within 30 days of the end of
construction. The District Engineer may require additional remedial action in the event that surveyed data reveals
contours not consistent with Federally authorized depths. A 90-day window will be allowed for any remedial action
required to restore the area to Federally authorized and maintained depths.

J 1�
4. Prior to the commencement of construction of the authorized dredging or other work within the right-of-way of,
or in proximity to, a Federally maintained navigation channel, the Permittee shall obtain all necessary Consents to cross
Government Easement from our Real Estate Division. The Real Estate Division may be contacted at: CESAS-RE-MC, 69
Darlington Avenue, Wilmington North Carolina 28403-1343, tel. [phone].
5. Activities proposed within the Corps Easement for DA-0284 (Horse Island) may require approval prior to
construction. Prior to commencing work associated with improvements or disposal on DA-0284, the permittee shall
coordinate with the Corps of Engineers, Real Estate Division for any approvals needed to perform work within the Corps
easement. The Real Estate Division may be contacted at: CESAS-RE-MC, 69 Darlington Avenue.
6. The permittee understands and agrees that, if future operations by the United States require the removal,
relocation, or other alteration, of the structure or work herein authorized, or if, in the opinion of the Secretary of the
Army or his authorized representative, said structure or work shall cause unreasonable obstruction to the free
navigation of the navigable waters, the permittee will be required, upon due notice from the U.S. Army Corps of
Engineers, to remove, relocate, or alter the structural work or obstructions caused thereby, without expense to the
United States. No claim shall be made against the United States on account of any such removal, relocation, or
alteration. The permittee shall notify NOAA/NATIONAL OCEAN SERVICE Chief Source Data Unit N CS261, 1315 E West
HWY- RM 7316, Silver Spring, MD 20910-3282 at least two weeks prior to beginning work and upon completion of work.
7. Except as specified in the plans attached to this permit, no excavation, fill or mechanized land -clearing activities
shall take place at any time in the construction or maintenance of this project, in such a manner as to impair normal
flows and circulation patterns within waters or wetlands or to reduce the reach of waters or wetlands.
8. Except as authorized by this permit or any USACE approved modification to this permit, no excavation, fill or
mechanized land -clearing activities shall take place at any time in the construction or maintenance of this project, within
waters or wetlands. This permit does not authorize temporary placement or double handling of excavated or fill
material within waters or wetlands outside the permitted area. This prohibition applies to all borrow and fill activities
connected with this project.
9. Unless otherwise authorized by this permit, all fill material placed in waters or wetlands shall be generated from
an upland source and will be clean and free of any pollutants except in trace quantities. Metal products, organic
materials (including debris from land clearing activities), or unsightly debris will not be used.
10. 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 N.C. Division of Water Quality at (919) 733-
5083, Ext. 526 or [phone] and provisions of the North Carolina Oil Pollution and Hazardous Substances Control
Act will be followed.
11. The authorized structure and associated activity must not interfere with the public's right to free navigation on
all navigable waters of the United States. 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 for reason other than safety.
12. The permittee must install and maintain, at his expense, any signal lights and signals prescribed by the U.S. Coast
Guard, through regulations or otherwise, on authorized facilities. For further information, the permittee should contact
the U.S. Coast Guard Marine Safety Office at [phone].
6

13. 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.
14. A water control structure will be installed at the intake end of the effluent pipe leading from the retention area
in order to ensure maximum settlement of suspended solids.
15. 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 level elevation contour to prevent gully erosion and siltation.
16. If the permittee discovers any previously unknown historic or archeological remains while accomplishing the
authorized work, he will immediately notify the Wilmington District Engineer who will initiate the required coordination
procedures.
17. The permittee shall advise the Corps in writing at least two weeks prior to beginning the work authorized by this
permit and again upon completion of the work authorized by this permit.
18. The permittee shall require its contractors and/or agents to comply with the terms and conditions of this permit
in the construction and maintenance of this project, and shall provide each of its contractors and/or agents associated
with the construction or maintenance of this project with a copy of this permit. A copy of this permit, including all
conditions, shall be available at the project site during construction and maintenance of this project.
19. The permittee shall employ all sedimentation and erosion control measures necessary to prevent an increase in
sedimentation or turbidity within waters and wetlands outside the permit area. This shall include, but is not limited to,
the immediate installation of silt fencing or similar appropriate devices around all areas subject to soil disturbance or the
movement of earthen fill, and the immediate stabilization of all disturbed areas. Additionally, the project must remain
in full compliance with all aspects of the Sedimentation Pollution Control Act of 1973 (North Carolina General Statutes
Chapter 113A Article 4).
20. The activity will be conducted in such a manner as to prevent a significant increase in turbidity outside the area
of construction or construction -related discharge. Increases such that the turbidity in the waterbody is 50 NTU's or less
in all rivers not designated as trout waters by the North Carolina Division of Environmental Management (NCDEM), 25
NTU's or less in all saltwater classes and in all lakes and reservoirs, and 10 NTU's or less in trout waters, are not
considered significant.
21. The permittee, upon receipt of a notice of revocation of this permit or upon its expiration before completion of
the work will, without expense to the United States and in such time and manner as the Secretary of the Army or his
authorized representative may direct, restore the water or wetland to its pre -project condition.
22. Violations of these conditions or violations of Section 404 of the Clean Water Act or Section 10 of the Rivers and
Harbors Act must be reported in writing to the Wilmington District U.S. Army Corps of Engineers within 24 hours of the
permittee's discovery of the violation.
THREATENED AND ENDANGERED SPECIES
Terms and Conditions for All Species
E

23. After initial construction, and for the life of the permit, all maintenance dredging and sand placement activities
must be conducted within the winter work window (November 16 to March 31), unless necessitated by an emergency
condition and allowed after consultation with the Service.
24. All derelict coastal armoring geotextile material and other debris must be removed from the beach to the
maximum extent possible, prior to any construction.
25. Conservation Measures included in the permit application/project plans must be implemented in the proposed
project. If a RPM and Term and Condition address the same requirement, the requirements of the RPM and Term and
Condition take precedent over the Conservation Measure.
26. Predator -proof trash receptacles must be installed and maintained during construction at all beach access points
used for the project construction and any maintenance events, to minimize the potential for attracting predators of
piping plovers. All contractors conducting the work must provide predator -proof trash receptacles for the construction
workers. All contractors and their employees must be briefed on the importance of not littering and keeping the Action
Area free of trash and debris. See the Appendix for examples of suitable receptacles.
27. All personnel involved in the construction or sand placement process along the beach shall be trained to
recognize the presence of piping plovers prior to initiation of work on the beach. Before start of work each morning, a
visual survey must be conducted in the area of work for that day, to determine if piping plovers are present. If plovers
are present in the work area, careful movement of equipment in the early morning hours should allow those individuals
to move out of the area. Construction operations shall not begin until individual plovers have exited the work area for
the day. If piping plovers are observed, the observer shall make a note on the Quality Assurance form for that day, and
submit the information to the Corps and the Service's Raleigh Field Office the following day. See REPORTING
REQUIREMENTS, below.
28. A bird monitoring plan must be developed to monitor piping plover, red knot, waterbirds, colonial waterbirds,
and other shorebirds during and after construction. Monitoring must be conducted for a minimum of three (3) full years
past the completion of construction, or until the end of the shorebird nesting season (August 31) of the third year after
construction, whichever is later. Based on results of the monitoring, continued bird monitoring may also be required
during maintenance events. Post -construction monitoring may only be ceased after the review of at least three years'
worth of data and approval by the USACE, USFWS, NCDCM, and NCWRC.
a. The bird monitoring plan must be submitted for review and approval to the USACE, USFWS, NCDCM, and
NCWRC, at least 15 days prior to the anticipated start of construction.
b. During construction, bird monitoring must be conducted weekly. For at least three years after construction is
completed, bimonthly (twice -monthly) bird surveys shall be conducted in all intertidal and shoreline areas along
Lockwood Folly Inlet. Transects shall be established to encompass, at a minimum, all intertidal areas in the vicinity of
Eastern Channel and Lockwoods Folly Inlet on both sides of the inlet (Oak Island, Sheep Island, and Holden Beach), and
the ocean shoreline from Lockwoods Folly Inlet east to approximately 6001 West Beach Drive (or the eastern end of the
westernmost sand placement area).
C. Field observations must be conducted during daylight hours, and primarily during high tide.
d. Shorebird identification, especially when in non -breeding plumage, can be difficult. The person(s) conducting the
survey must demonstrate the qualifications and ability to identify shorebird species and be able to provide the
information listed below. The bird monitoring plan should include the collection and reporting of the following:
I. Date, location, time of day, weather, and tide cycle when survey was conducted;
ii. Latitude and longitude of observed piping plover and red knot locations (decimal degrees preferred);
iii. Any color bands observed on piping plovers or red knots or other birds;
IV. Behavior (e.g., foraging, roosting, preening, bathing, flying, aggression, walking, courtship, copulation);
V. Landscape features(s) where birds are located (e.g., inlet spit, tidal creeks, shoals, lagoon shoreline);
vi. Habitat features(s) used by birds when observed (e.g., intertidal, fresh wrack, old wrack, dune, mid -beach,
vegetation);
X

vii. Substrata used by birds (e.g., sand, mud/sand, mud, algal mat); and
viii. The amount and type of recreational use (e.g., people, dogs on or off leash, vehicles, kite -boarders).
e. All monitoring information shall be provided in standardized form on an Excel spreadsheet. Monitoring results
shall be submitted (datasheets, maps, database) on standard electronic media (e.g., CD, DVD) to the Raleigh Field Office.
Please see REPORTING REQUIREMENTS below, for more information.
REPORTING REQUIREMENTS
Information required in the above Terms and Conditions should be submitted to the following address:
Pete Benjamin, Supervisor
Raleigh Field Office
U.S. Fish and Wildlife Service
Post Office Box33726
Raleigh, North Carolina 27636-3726
[phone]
Upon locating a dead, injured, or sick individual of an endangered or threatened species, initial notification must be
made to the USFWS Law Enforcement Office below. Additional notification must be made to the USFWS Ecological
Services Field Office identified above and to the NCWRC at [phone]. Care should be taken in handling sick or
injured individuals and in the preservation of specimens in the best possible state for later analysis of cause of death or
injury.
Tom Chisdock
U.S. Fish and Wildlife Service
160 Zillicoa St.
Asheville, NC 28801
828-258-2084
COORDINATION OF INCIDENTAL TAKE STATEMENT WITH OTHER LAWS, REGULATIONS, AND POLICIES
The USFWS will not refer the incidental take of any migratory bird for prosecution under the Migratory Bird Treaty Act of
1918, as amended (16 USC S 703-712), if such take is in compliance with the terms and conditions specified herein. Take
resulting from activities that are not in conformance with the Corps permit or this biological opinion (e.g. deliberate
harassment of wildlife, etc.) are not considered part of the proposed action and are not covered by this incidental take
statement and may be subject to enforcement action against the individual responsible for the act.
ESSENTIAL FISH HABITAT
29. a. The following 6 stations will continue to be sampled for a minimum of three (3) full years past the completion of
construction by the Town of Oak Island as indicated in the attached map (February, 2015):
I. Sample Station 1- Blue Point Marina
II. Sample Station 2 - SW Yacht
III. Sample Station 3 - SW Sth St.
"I'S

IV. Sample Station 4 - SE 40th St and Heron
V. Sample Station 5 - SE 40th East
VI. Sample Station 6 - SE 57th
b. Parameters/Constituents of data collected:
Fecal coliform, salinity, conductivity, temperature, pH, and Dissolved Oxygen will be taken at each identified
station on a monthly basis. In addition rainfall and current tidal conditions will documented.
c. Required submission timeframes:
Water quality sample station map (with GPS coordinates) and water quality database (Excel files) with a brief
summary of data (patterns/trends) will be provided digitally (CD/email) to Mr. Fritz Rohde and Pace Wilbur of NMFS on
an annual basis.
CULTURAL RESOURCES
30. The target identified by magnetic anomaly M008, acoustic signature C0007, and the associated sub -bottom feature
constitute an unknown, potentially significant target. Any work associated with this project must avoid the target
boundary by a buffer of at least fifty (50) feet. If this target cannot be avoided, then a professional assessment must be
conducted by qualified archaeological divers to determine its identity and potential historical significance based on
National Register of Historic Places nomination eligibility criteria.
31. The Applicant or any equipment operators should be aware that the possibility that work in this area of the project
may unearth an unknown beached shipwreck or shipwreck fragments washed up and buried there over the last 450
years. In the event that such occurs, work must be moved to another area. The Corps and the Underwater Archaeology
Branch must be contacted immediately (910-458-9042) in order for a staff member to assess the wreckage and
determine the proper course of action.
/J

DEPARTMENT OF THE ARMY
WILMINGTON DISTRICT, CORPS OF ENGINEERS
69 DARLINGTON AVENUE
WILMINGTON, NORTH CAROLINA 20403-1343
R LYTO
AITEN"1'fON OF: 8 January, 2015
Regulatory Division
Action ID No. SAW-2014-02180
Mr. Pete Benjamin, Field Supervisor
Raleigh Ecological Services Field Office
U.S. Fish and Wildlife Service
Post Office Box 33726
Raleigh, North Carolina 27636-3726
Dear Mr. Benjamin:
Please reference the Town of Oak Island's request for Department of the Army authorization
to dredge the Eastern Channel of the Lockwood Folly River with a beach nourishment project for a
portion of the west end of Oak Island, Oak Island, Brunswick County, North Carolina
The applicant prepared a Biological Assessment dated November 2014 (sent to your office
in December, 2014), to determine potential effects on the Piping Plover (Charadrius melodus),
pursuant to the Endangered Species Act of 1973 under purview of US Fish and Wildlife Service.
Based upon our review of the applicant's information, phone discussions with representatives of
your office (19 December, 2014), and our assessment of the project location and proposed actions,
we have determined that the dredging and material placement project may affect and will likely
adversely affect the Piping Plover.
By copy of this letter, we request the initiation of formal consultation, pursuant to 50 C.F.R.
part 402.14; and provide the attached BA for your review. Your expeditious review and
preparation of the Biological Opinion will be appreciated. Please notify us if additional
information is needed, and/or when formal consultation will begin.
The applicant's CAMA application and project plans have previously been sent for your
review. If you have any comments or questions, or if you need additional information, please
contact Tyler Crumbley, Wilmington Regulatory Field Office, Regulatory Branch, telephone
910-251-4170.
Sin/cerellyy,
RECEIVED
-W Dale E. Beter, Chief JAN 12 2015
Wilmington Regulatory Field Office DCM-MHD CM

-2-
Copies Furnished:
Ms. Chad Coburn
Division of Water Resources
North Carolina Department of
Environment and Natural Resources
127 Cardinal Drive Extension
Wilmington, North Carolina 28405
Ms. Karen Higgins
Division of Water Resources
North Carolina Department of
Environment and Natural Resources
1650 Mail Service Center
Raleigh, North Carolina 27699-1650
Mr. Doug Huggett
North Carolina Department of
Environment and Natural Resources
Division of Coastal Management '
Morehead City Regional Office
400 Commerce Avenue
Morehead City, North Carolina 28557-3421
Ms. Debra Wilson
Division of Coastal Management
North Carolina Department of
Environment and Natural Resources
127 Cardinal Drive Extension
Wilmington, North Carolina 28405
NC Wildlife Resources Commission
Attn: Ms. Maria Dunn
Division of Inland Fisheries
1721 MSC
Raleigh, North Carolina 27699-1721
Mr. Fritz Rhode
National Marine Fisheries Service
Habitat Conservation Service
Pivers Island
Beaufort, North Carolina 28516
Mr. Pace Wilber
National Marine Fisheries Service
Habitat Conservation Division
219 Fort Johnson Road
Charleston, South Carolina 29412-9110

United States Department of the Interior
FISH AND WILDLIFE SERVICE
Raleigh Field Office
Post Office Box 33726
Raleigh, North Carolina 27636-3726
January 9, 2015
Mr. Tyler Crumbley, Project Manager
Wilmington Regulatory Division
U. S. Army Corps of Engineers
69 Darlington Ave.
Wilmington, NC 28403-1343
Subject: Town of Oak Island: Eastern Channel Project
Action ID. No. SAW-2014-02180
Dear Mr. Crumbley:
This responds to your email of December 23, 2014, concerning the Town of Oak Island's
application for dredging of Eastern Channel and nourishment of Oak Island Beach. The U.S.
Fish and Wildlife Service (Service) has reviewed the North Carolina Division of Coastal
Management's (NCDCM) Field Investigation Report, the Biological Assessment (BA), and other
information concerning the project. This letter is provided in accordance with section 7(a)(2) of
the Endangered Species Act (ESA) of 1973, as amended (16 U.S.C. 1531 et seq.), and the Fish
and Wildlife Coordination Act (FWCA) (48 Stat. 401, as amended; 16 U.S.C. 661-667d).
Project Description
The project is in and around the vicinity of Lockwoods Folly Inlet, extending from the Atlantic
Ocean to the Atlantic Intracoastal Waterway (AIW W), including Eastern Channel and the
beachfront on Oak Island, in Brunswick County, North Carolina. The purpose of the proposed
project is to improve navigation and flushing in Eastern Channel, protect properties located along
the western end of Oak Island from erosion, and nourish portions of Oak Island.
The Town of Oak Island proposes to dredge Eastern Channel and dispose of the beach -
compatible portion of the dredged material on the western oceanfront shoreline of Oak Island.
The non -compatible material will be placed within an existing confined disposal area on Sheep
Island. The project consists of dredging a new 100-foot wide channel within Eastern Channel
(between Oak Island and Sheep Island) to a depth of-3 to -I I feet and placing approximately
201,800 cubic yards (cy) of beach -compatible material on the western beaches of Oak Island.
Approximately 3.49 acres of intertidal shoals above MLLW will be dredged. Dredging of
RECEIVED
1AN 2 0 PI;
p,,piw'�uq PITY

2
f
Eastern Channel will be performed by a cutterhead dredge pipeline dredge and conveyed to the
beach placement areas via a 24-inch reinforced concrete pipeline, existing within the Town of
Oak Island's easement.
The beach fill will be placed along two separate reaches. Reach 1 is proposed to be 2,900 If,
while Reach 2 is proposed to be 1,500 If, for a total of 4,4001f of fill. The beach fill will impact
a total of 22.4 acres of intertidal and dry beach area. The beach fill will include a flat berm at an
elevation of 7.0 NAVD, extending seaward to a depth of approximately -7 to -8 ft NAVD, on a
1:20 slope. A 20-foot wide dune with a crest elevation of 10.0 ft NAVD will be restored in front
of four properties that installed sandbags during 2014 (6623, 6621, 6617, and 6615 West Beach
Drive, Oak Island, NC). There will be a 2501f taper section at the beginning and end of each
reach. Beach fill will be conducted from west to east, and will involve movement of heavy
equipment and pipe along the beaches. Once a section is completed, pipe and heavy equipment
will be shifted to a new section and the process repeated. Land -based equipment will be brought
to the site over public roads, and will enter the beach at existing beach access points along the
western end of Oak Island. Existing dunes and vegetation on the beach will be avoided.
Federally -listed species
The following Federally- listed species are found within the project area: West Indian manatee
(Trichechus manatus), piping plover (Charadrius melodus), red knot (Calidris canutus rufa),
wood stork (Mycteria americana), seabeach amaranth (Amaranthus pumilus), and the Kemp's
ridley (Lepidochelys kempi), hawksbill (Eretmochelys imbricata), leatherback (Dermochelys
coriacea), loggerhead (Caretta caretta), and green.(Chelonia mydas) sea turtles. Whales,
shormose sturgeon (Acipenser brevisrostrum), Atlantic sturgeon (Acipenser oxyrinchus), and sea
turtles in the water are under the jurisdiction of NOAA Fisheries' Protected Species Division.
Of the five sea turtle species, the leatherback, loggerhead, Kemp's ridley, and green sea turtle
may nest in the project area. On July 10, 2014, the Service designated Critical Habitat for the
Northwest Atlantic Ocean distinct population segment of the loggerhead sea turtle. Critical
Habitat Unit LOGG-T-NC-07 includes the project area. The description of LOGG-T-NC-07 is
as follows: "This unit consists of 20.9 km (13.0 mi) of island shoreline along the Atlantic Ocean
and extends from the mouth of the Cape Fear River to Lockwoods Folly Inlet." Please see 79 FR
39756 for more information.
RECEIVEC
On December 11, 2014, the Service listed the rufa red knot (or red knot) as threatened JAN 2 0
throughout its range. The rule becomes effective on January 12, 2015. Please refer to 79 FR
73706 for more information on the listing of the red knot. Aek"-M"„ � i
The Corps has determined that, provided the recommended measures in the draft BA are
implemented, the proposed project may affect but is not likely to adversely affect the West

Indian manatee, red knot, wood stork, seabeach amaranth, and sea turtles. The Corps has
determined that the project may affect, and is likely to adversely affect the piping plover.
Potential affects to the piping plover are being addressed through formal consultation.
Therefore, this letter primarily addresses general concerns and concerns for potential impacts to
West Indian manatee, red knot, wood stork, seabeach amaranth, and sea turtles.
Service Concerns
The Service is pleased that the applicant does not propose to conduct sand placement activities
within the sea turtle nesting season, and that the sand is expected to meet the requirements of the
North Carolina Technical Standards for Beach Fill (15A NCAC 07H .0312). In Section 4.0
(pages 32 and 33) of the NCDCM permit application, the applicant proposes a list of
conservation measures, including commitments to work windows, dredge and equipment
lighting, access of equipment, protection of existing dunes, spill response, staging areas off the
beach, visual monitoring, and others. We recommend that these conservation measures be
incorporated into the Corps' authorization, unless more stringent requirements are recommended
below or in the biological opinion for the project.
The Service remains concerned that this project may not significantly address the erosion
problem on the west end of Oak Island. Natural coastal and inlet dynamics may quickly remove
the sand from the beachfront. In addition, we remain concerned that deepening Eastern Channel
may cause unanticipated problems with overall inlet hydrodynamics. Deepening the channel
will result in a higher proportion of flows from Lockwoods Folly River through Eastern Channel
(compared to historical flows) and a proportionally lower flow through the AIWW and inlet
proper. It is unclear to the Service whether the potential impacts of these flow changes have
been adequately investigated. Although the applicant indicates that the channel dredging will not
affect the inlet or Holden Beach, the overall consequences remain to be seen. We note that the
Town of Holden Beach is investigating a proposal to place a terminal groin on the east end of the
island, adjacent to Lockwoods Folly Inlet. The Service recommends that if the applicant has not
already done so, steps be taken to coordinate plans with the Town of Holden Beach regarding the
inlet and management of channels and sand in the area.
Service Recommendations
If the Corps incorporates as conditions of authorization the conservation measures listed in
Section 4.0 of the permit application and the recommended conditions listed below, the Service
would concur with the determination that the proposed action is not likely to adversely affect the
West Indian manatee, red knot, wood stork, seabeach amaranth, and the loggerhead, leatherback,
green, hawksbill, and Kemp's ridley sea turtles. The Service would also concur that the project
is not likely to adversely modify loggerhead critical habitat as defined by the ESA. RECEIVED
JAN 2 0 2015
oorr--HFM PITY

El
1. All material used for the beach nourishment must be beach compatible, clean, free of debris
and clay, and free of any pollutants except in trace quantities. In general, fill material that meets
the requirements of the North Carolina Technical Standards for Beach Fill (15A NCAC 07H
.0312) is considered compatible. The permittee shall ensure that an inspector is present during
all beach disposal activities and immediately reports to the USACE should any potentially
incompatible material be placed on the beach. During dredging operations, material placed on
the beach shall be inspected daily to ensure compatibility. If during the sampling process non -
beach compatible material, including large amounts of shell, is or has been placed on the beach
all work shall stop immediately and the NCDCM and the USACE will be notified by the
permittee and/or its contractors to determine the appropriate plan of action.
2. After initial construction, and for the life of the permit, all maintenance dredging and sand
placement activities must be conducted within the winter work window (November 16 to March
31), unless necessitated by an emergency condition and allowed after consultation with the
Service.
3. Visual surveys of escarpments along the project area must be made immediately after
completion of any sand placement events, and within 30 days prior to May 1 for three
subsequent years after a placement event. Prior to May 1, any escarpment over 100 feet long and
18 inches high in the newly placed beach fill shall be graded to match adjacent grades on the
beach. Between May 1 st and November 15th, any escarpments that interfere with sea turtle
nesting or that exceed 100 feet long and 18 inches high in the newly placed beach fill shall be
graded to match adjacent grades on the beach. Removal of any escarpments during the sea turtle
hatching season (May 1 through November 15) shall be coordinated with NCDCM, USACE,
USFWS and NCWRC. The NCDCM, USACE, USFWS and NCWRC must be contacted
immediately if subsequent reformation of escarpments that interfere with sea turtle nesting or
that exceed 18 inches in height for a distance of 100 feet occurs during the nesting and hatching
season to determine the appropriate action to be taken. Escarpment monitoring in post
construction years may be coordinated with the volunteer sea turtle monitoring program of the
NCWRC. All escarpment management efforts will be included in the annual report to the
NCDCM and USACE.
4. Sand compaction must be monitored at least twice after each sand placement event. Sand
compaction must be monitored in the project area immediately after completion of any sand
placement event and one time after project completion between October 1 and May 1. Out -year
compaction monitoring and remediation are not required if the placed material no longer remains
on the dry beach. Within 7 days of completion of sand placement and prior to any tilling (if
needed), a field meeting shall be held with USFWS, NCWRC and the USACE to inspect the
project area for compaction and determine whether tilling is needed.
RECEIVED
JAN 2 0

a. If tilling is needed, the area must be tilled to a depth of 36 inches. All tilling activities
shall be completed prior to May 1 of any year.
b. Tilling must occur landward of the wrack line and avoid all vegetated areas that are 3
square feet of greater, with a 3 square feet buffer around all vegetation.
c. If tilling occurs during the shorebird nesting season (after April 1, shorebird surveys
are required prior to tilling per the Migratory Bird Treaty Act.
d. A summary of the compaction assessments and the actions taken shall be included in
the annual report to NCDCM, the USACE and the USFWS Raleigh Field Office.
e. These conditions will be evaluated and may be modified if necessary to address and
identify sand compaction problems.
5. Sea turtle nesting survey data collected within the project area must be conducted between
May 1 and November 15 of each year, for at least two consecutive nesting seasons after
completion of each sand placement activity (2 years post -construction monitoring after initial
construction and each maintenance event). Acquisition of readily available sea turtle nesting
data from qualified sources (volunteer organizations, other agencies, etc.) is acceptable.
However, in the event that data from other sources cannot be acquired, the permittee will be
responsible to collect the data. Data collected by the permittee for each nest should include, at a
minimum, the location, species (if known), date of laying, date of hatching, and hatchling
success rate (if known). The report should include detailed information for any nests that are
relocated during the study period. Data must be collected daily for the entire nesting season and
will be included in the annual report.
6. Before start of work each morning, contracted personnel will provide a visual survey
conducted in the area of work for that day, to determine if piping plovers or red knots are
present. If plovers or red knots are present in the work area, careful movement of equipment in
the early morning hours should allow those individuals to move out of the area. If piping plovers
or red knots are observed, the observer shall make a note on the field monitoring form for that
day, and submit the information to the NCDCM, the USACE and the USFWS Raleigh Field
Office within three days.
7. Pipeline placement must be coordinated with NCDCM, the USACE, the USFWS Raleigh
Field Office and the NCWRC.
8. The permittee must comply with the Service's "Guidelines for Avoiding Impacts to the West
Indian Manatee: Precautionary Measures for Construction Activities in North Carolina Waters."
9. An annual report shall be submitted to the USACE, NCDCM and the USFWS's Raleigh Field
Office, summarizing the monitoring and survey data collected during the preceding year
(escarpment surveys, compaction surveys, sea turtle nesting data, and any piping plover or red RECEIVED
knot observations). The annual report should be submitted by January 31 of each year for review
1AN 8 0 '
Nl-fy N" r-mr
/}

and comment. In addition, any other information or data related to a conservation measure that is
implemented should be included in the annual report. The contact for these reporting
requirements is:
Pete Benjamin, Supervisor
Raleigh Field Office
U.S. Fish and Wildlife Service
Post Office Box 33726
Raleigh, North Carolina 27636-3726
[phone]
If the Corps includes the recommendations of this letter in the permit requirements, then the
requirements of section 7 (a)(2) of the ESA have been satisfied for this project for West Indian
manatee, red knot, wood stork, seabeach amaranth, and the loggerhead, leatherback, green,
hawksbill, and Kemp's ridley sea turtles. However, the Corps' obligations under the ESA must
be reconsidered if: (1) new information identifies impacts of this action that may affect listed
species or critical habitat in a manner not previously considered; (2) this action is modified in a
manner that was not considered in this review; or, (3) a new species is listed or critical habitat
determined that may be affected by the identified action.
Thank you for the opportunity to comment on this project. If you have any questions concerning
these comments, please contact Kathy Matthews at [phone], Ext. 27, or by e-mail at
<[e-mail]>.
Field Supervisor
cc:
Fritz Rohde, NOAA Fisheries
Todd Bowers, USEPA
Maria Dunn, NCWRC, Washington, NC
Doug Huggett, NCDCM, Morehead City, NC
Debra Wilson, NCDCM, Wilmington, NC
Jessi Baker, NCDMF, Morehead City, NC gEGENED
Karen Higgins, NCDWR, Raleigh, NC ,F
Scott McAloon, USCG, Atlantic Beach, NC JAN U 1n

DEPARTMENT OF THE ARMY
WILMINGTON DISTRICT, CORPS OF ENGINEERS
69 DARLINGTON AVENUE -
WILMINGTON, NORTH CAROLINA 28403-1343
REPLY TO
AI'IEN[ION OF:
February 17.2015
Regulatory Division
Action ID No. SAW-2014-02180 and State Permit No. 21-15
Town of Oak Island
Attn: Mr. Steve Foster
4601 East Oak Island Drive
Oak Island, North Carolina 28465.
Dear Mr. Foster:
Reference your application for a Department of the Army permit to dredge approximately
229,000 cy of material from the Eastern Channel and placement of 201,801 cy of beach quality
material along two stretches of beach on Oak Island (see maps for detail). Approximately
27,000 cy of non -compatible material will be placed on Horse Island (DA 0284) Island. The
beach placement will be conducted on the west end of Oak Island, Brunswick County, North
Carolina.
Your proposal has been reviewed and found to be consistent with the provisions and
objectives of the CAMA-Corps Programmatic Permit process (copy attached) for construction
activities that receive authorization from the State of North Carolina. Therefore, you may
commence construction activity in strict accordance with applicable State authorization, attached
Federal special conditions, USFWS Biological Opinion Terms and Conditions, and the approved
plan. Failure to comply with the State authorization or conditions of the Federal 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. Your Department of the Army permit will expire on December 31. 2016.
RECEIVED
FEB 8 0 1015
DCM-MHD CRY

-2-
Questions or comments may be addressed to Mr. Tyler Crumbley, Wilmington Field
Office, Regulatory Branch, telephone [phone].
Sincerely,
Tyler Crumbley
Regulatory Project Manager
Enclosures:
CAMA permit
OP 291 Conditions
USFWS Biological Opinion (February 7, 2015)
Copy Furnished with (enclosures):
Ms. Dawn York
Dial Cordy and Associates Inc.
201 N. Front St., Ste 307
Wilmington, NC 28401
Copies Furnished (without enclosures):
Mr. Fritz Rhode
National Marine Fisheries Service
Habitat Conservation Service
Pivers Island
Beaufort. North Carolina 28516
Mr. Pace Wilber
National Marine Fisheries Service
Habitat Conservation Division
219 Fort Johnson Road
Charleston. South Carolina 29412-9110
RECEIVED
FES 2 0 1015
DCM-MHD CITY

Mr. Doug Huggett
North Carolina Department of
Environment and Natural Resources
Division of Coastal Management
Morehead City Regional Office
400 Commerce Avenue
Morehead City, North Carolina 28557-3421
Ms. Debra Wilson
Division of Coastal Management
North Carolina Department of
Environment and Natural Resources
127 Cardinal Drive Extension
Wilmington, North Carolina 28405
ML Chad Coburn
Division of Water Resources
North Carolina Department of
Environment and Natural Resources
127 Cardinal Drive Ext
Wilmington, North Carolina 28405
Ms. Karen Higgins
Division of Water Quality
North Carolina Department of
Environment and Natural Resources
1650 Mail Service Center
Raleigh, North Carolina 27699-1650
Mr. Pete Benjamin
U.S. Fish and Wildlife Service
Fish and Wildlife Enhancement
Post Office Box 33726
Raleigh, North Carolina 27636-3726
Mr. Todd Allen Bowers
US EPA Region 4 Life Scientist
Water Protection Division
61 Forsyth Street, SW
Atlanta, Georgia 30303-8960
BOSN3 Mr. Scott McAloon
United States Coast Guard
Sector North Carolina Waterways
Management
2301 E. Fort Macon Road
Atlantic Beach, North Carolina 28512
RECEIVED
FEB 2 0
DCM-MHD Cn

SPECIAL CONDITIONS
SAW 2014-02180
1. In order to further protect the endangered West Indian Manatee, Trichechus manatus, the
applicant must implement the U.S. Fish and Wildlife Service's Manatee Guidelines, and
strictly adhere to all requirements therein. The guidelines can be found at
hiin: aUidelines.pdf.
2. As part of the operation and maintenance of the Federally authorized project, the
Wilmington District routinely surveys the Lockwoods Folly Inlet, including, but not
limited to, the portion at its intersection with the Eastern Channel, in order to assess
dredging needs to maintain navigability of the Lockwoods Folly Inlet Crossing. The
permittee shall provide written notification to the Wilmington District Regulatory
Division two weeks prior to the commencement of construction, to allow the District to
perform a baseline survey of the area of the AIWW that may be potentially affected by
the proposed project.
3. If the District Engineer, in his sole discretion, determines that the permitted activity has
caused additional shoaling (above historical amounts, taking into account inlet dynamics
and storm effects) within the Federal Project, on Tangent 11 in the AIWW from Cape
Fear River, NC to Little River, SC (specifically Lockwoods Folly Inlet Crossing), and
that such section should be dredged in order to maintain safe and efficient navigation on
the Inlet Crossing, he will so notify the permittee in writing. The notification will specify
the extent to which additional shoaling has occurred, the area of the Inlet Crossing that
must be dredged, the depth to which it must be dredged, and the time frame within which
dredging must begin (a minimum of 90 days will be allowed). The permittee shall either
provide contributed funds to compensate the government for the portion of the costs
associated with dredging the additional shoal material, or cause the area of the Inlet
Crossing specified by the District Engineer to be dredged in a manner and within the time
frame specified in the notice. If the Permittee dredges the Inlet Crossing, a post -
construction survev of dredged areas, within the Federal Project, shall be completed and
coordinated with the District Engineer within 30 days of the end of construction. The
District Engineer may require additional remedial action in the event that surveyed data
reveals contours not consistent with Federally authorized depths. A 90-day window will
be allowed for any remedial action required to restore the area to Federally authorized
and maintained depths.
4. Prior to the commencement of construction of the authorized dredging or other work
within the right-of-way of, or in proximity to. a Federally maintained navigation channel.
the Permittee shall obtain all necessary Consents to cross Government Easement from our
Real Estate Division. The Real Estate Division may be contacted at: CESAS-RE-MC.
69 Darlington Avenue. Wilmington North Carolina 28403-1343.. tel. [phone].
RECENED
4 FEB 2 0 2n'+
DCM-mHD CITY

5. Activities proposed within the Corps Easement for DA-0284 (Horse Island) may require
approval prior to construction. Prior to commencing work associated with improvements
or disposal on DA-0284, the permittee shall coordinate with the Corps of Engineers, Real
Estate Division for any approvals needed to perform work within the Corps easement.
The Real Estate Division may be contacted at: CESAS-RE-MC, 69 Darlington Avenue.
6. The permittee understands and agrees that, if future operations by the United States
require the removal, relocation, or other alteration, of the structure or work herein
authorized, or if, in the opinion of the Secretary of the Army or his authorized
representative, said structure or work shall cause unreasonable obstruction to the free
navigation of the navigable waters, the permittee will be required, upon due notice from
the U.S. Army Corps of Engineers, to remove, relocate, or alter the structural work or
obstructions caused thereby, without expense to the United States. No claim shall be
made against the United States on account of any such removal, relocation, or alteration.
The permittee shall notify NOAA/NATIONAL OCEAN SERVICE Chief Source Data
Unit N CS261, 1315 E West HWY- RM 7316, Silver Spring, MD 20910-3282 at least
two weeks prior to beginning work and upon completion of work.
7. Except as specified in the plans attached to this permit, no excavation, fill or mechanized
land -clearing activities shall take place at any time in the construction or maintenance of
this project, in such a manner as to impair normal flows and circulation patterns within
waters or wetlands or to reduce the reach of waters or wetlands.
8. Except as authorized by this permit or any USACE approved modification to this permit,
no excavation, fill or mechanized land -clearing activities shall take place at any time in
the construction or maintenance of this project, within waters or wetlands. This permit
does not authorize temporary placement or double handling of excavated or fill material
within waters or wetlands outside the permitted area. This prohibition applies to all
borrow and fill activities connected with this project.
9. Unless otherwise authorized by this permit, all fill material placed in waters or wetlands
shall be generated from an upland source and will be clean and free of any pollutants
except in trace quantities. Metal products. organic materials (including debris from land
clearing activities), or unsightly debris will not be used.
10. 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 N.C. Division of Water Quality at
[phone]. Ext. 526 or [phone] and provisions of the North Carolina Oil
Pollution and Hazardous Substances Control Act will be followed.
11. The authorized structure and associated activity must not interfere with the public's right
to free navigation on all navigable waters of the United States. No attempt will be made
RECEIVED
FEB 2 0 7015
DCM-AHD CITY

by the permittee to prevent the full and free use by the public of all navigable waters at or
adjacent to the authorized work for reason other than safety.
12. The permittee must install and maintain, at his expense, any signal lights and signals
prescribed by the U.S. Coast Guard, through regulations or otherwise, on authorized
facilities. For further information, the permittee should contact the U.S. Coast Guard
Marine Safety Office at [phone].
13. 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.
14. A water control structure will be installed at the intake end of the effluent pipe leading
from the retention area in order to ensure maximum settlement of suspended solids.
15. 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 level elevation contour to prevent gully erosion and
siltation.
16. If the permittee discovers any previously unknown historic or archeological remains
while accomplishing the authorized work, he will immediately notify the Wilmington
District Engineer who will initiate the required coordination procedures.
17. The permittee shall advise the Corps in writing at least two weeks prior to beginning the
work authorized by this permit and again upon completion of the work authorized by this
permit.
18. The permittee shall require its contractors and/or agents to comply with the terms and
conditions of this permit in the construction and maintenance of this project, and shall
provide each of its contractors and/or agents associated with the construction or
maintenance of this project with a copy of this permit. A copy of this permit, including
all conditions, shall be available at the project site during construction and maintenance
of this project.
19. The permittee shall employ all sedimentation and erosion control measures necessary to
prevent an increase in sedimentation or turbidity within waters and wetlands outside the
permit area. This shall include, but is not limited to, the immediate installation of silt
fencing or similar appropriate devices around all areas subject to soil disturbance or the
movement of earthen fill. and the immediate stabilization of all disturbed areas.
Additionally. the project must remain in full compliance with all aspects of the
Sedimentation Pollution Control Act of 1973 (North Carolina General Statutes Chapter
113A Article 4).
RECEIVER
6 FEB 2 0 1015
Dcm-w"D c"

20. The activity will be conducted in such a manner as to prevent a significant increase in
turbidity outside the area of construction or construction -related discharge. Increases
such that the turbidity in the waterbody is 50 NTU's or less in all rivers not designated as
trout waters by the North Carolina Division of Environmental Management (NCDEM),
25 NTU's or less in all saltwater classes and in all lakes and reservoirs, and 10 NTU's or
less in trout waters, are not considered significant.
21. The permittee, upon receipt of a notice of revocation of this permit or upon its expiration
before completion of the work will, without expense to the United States and in such time
and manner as the Secretary of the Army or his authorized representative may direct,
restore the water or wetland to its pre -project condition.
22. Violations of these conditions or violations of Section 404 of the Clean Water Act or
Section 10 of the Rivers and Harbors Act must be reported in writing to the Wilmington
District U.S. Army Corps of Engineers within 24 hours of the permittee's discovery of the
violation.
THREATENED AND ENDANGERED SPECIES
Terms and Conditions for All Species
23. After initial construction, and for the life of the permit, all maintenance dredging and
sand placement activities must be conducted within the winter work window (November
16 to March 31), unless necessitated by an emergency condition and allowed after
consultation with the Service.
24. All derelict coastal armoring geotextile material and other debris must be removed from
the beach to the maximum extent possible, prior to any construction.
25. Conservation Measures included in the permit application/project plans must be
implemented in the proposed project. If a RPM and Term and Condition address the
same requirement, the requirements of the RPM and Term and Condition take precedent
over the Conservation Measure.
26. Predator -proof trash receptacles must be installed and maintained during construction at
all beach access points used for the project construction and any maintenance events, to
minimize the potential for attracting predators of piping plovers. All contractors
conducting the work must provide predator -proof trash receptacles for the construction
workers. All contractors and their employees must be briefed on the importance of not
littering and keeping the Action Area free of trash and debris. See the Appendix for
examples of suitable receptacles. RECEIVED
FEB 2 0 2015
DCM-MHD Clay

27. All personnel involved in the construction or sand placement process along the beach
shall be trained to recognize the presence of piping plovers prior to initiation of work on
the beach. Before start of work each morning, a visual survey must be conducted in the
area of work for that day, to determine if piping plovers are present. If plovers are
present in the work area, careful movement of equipment in the early morning hours
should allow those individuals to move out of the area. Construction operations shall not
begin until individual plovers have exited the work area for the day. If piping plovers are
observed, the observer shall make a note on the Quality Assurance form for that day, and
submit the information to the Corps and the Service's Raleigh Field Office the following
day. See REPORTING REQUIREMENTS, below.
28. A bird monitoring plan must be developed to monitor piping plover, red knot, waterbirds,
colonial waterbirds, and other shorebirds during and after construction. Monitoring must
be conducted for a minimum of three (3) full years past the completion of construction, or
until the end of the shorebird nesting season (August 31) of the third year after
construction, whichever is later. Based on results of the monitoring, continued bird
monitoring may also be required during maintenance events. Post -construction
monitoring may only be ceased after the review of at least three years' worth of data and
approval by the USAGE, USFWS, NCDCM, and NCWRC.
a. The bird monitoring plan must be submitted for review and approval to the
USACE, USFWS, NCDCM, and NCWRC, at least 15 days prior to the
anticipated start of construction.
b. During construction, bird monitoring must be conducted weekly. For at least
three years after construction is completed, bimonthly (twice -monthly) bird
surveys shall be conducted in all intertidal and shoreline areas along Lockwood
Folly Inlet. Transects shall be established to encompass, at a minimum, all
intertidal areas in the vicinity of Eastern Channel and Lockwoods Folly Inlet on
both sides of the inlet (Oak Island, Sheep Island, and Holden Beach), and the
ocean shoreline from Lockwoods Folly Inlet east to approximately 6001 West
Beach Drive (or the eastern end of the westernmost sand placement area).
c. Field observations must be conducted during daylight hours, and primarily during
high tide.
d. Shorebird identification, especially when in non -breeding plumage, can be
difficult. The person(s) conducting the survey must demonstrate the qualifications
and ability to identify shorebird species and be able to provide the information
listed below. The bird monitoring plan should include the collection and reporting
of the following:
RECEIVED
FEB 2 0 2015

i. Date, location, time of day, weather. and tide cycle when survey was
conducted;
ii. Latitude and longitude of observed piping plover and red knot locations
(decimal degrees preferred);
iii. Any color bands observed on piping plovers or red knots or other birds;
iv. Behavior (e.g., foraging, roosting, preening, bathing, flying, aggression,
walking, courtship, copulation);
v. Landscape features(s) where birds are located (e.g., inlet spit, tidal creeks,
shoals, lagoon shoreline);
vi. Habitat features(s) used by birds when observed (e.g., intertidal, fresh
wrack, old wrack, dune, mid -beach, vegetation);
vii. Substrata used by birds (e.g., sand, mud/sand, mud, algal mat); and
viii. The amount and type of recreational use (e.g.. people, dogs on or off leash,
vehicles, kite -boarders).
e. All monitoring information shall be provided in standardized form on an Excel
spreadsheet. Monitoring results shall be submitted (datasheets, maps, database) on
standard electronic media (e.g., CD, DVD) to the Raleigh Field Office. Please see
REPORTING REQUIREMENTS below, for more information.
REPORTING REQUIREMENTS
Information required in the above Terms and Conditions should be submitted to the following
address:
Pete Benjamin, Supervisor
Raleigh Field Office
U.S. Fish and Wildlife Service
Post Office Box33726
Raleigh, North Carolina 27636-3726
[phone]
Upon locating a dead, injured. or sick individual of an endangered or threatened species, initial
notification must be made to the USFWS Law Enforcement Office below. Additional
notification must be made to the USFWS Ecological Services Field Office identified above and
to the NCWRC at [phone]. Care should be taken in handling sick or injured individuals
and in the preservation of specimens in the best possible state for later analysis of cause of death
or injure. RECEMM
FEB S 0 xm
9 DCM-MHD Clry

COORDINATION OF INCIDENTAL TAKE STATEMENT WITH OTHER
LAWS, REGULATIONS, AND POLICIES
The USFWS will not refer the incidental take of any migratory bird for prosecution under the
Migratory Bird Treaty Act of 1918, as amended (16 USC S 703-712), if such take is in
compliance with the terms and conditions specified herein. Take resulting from activities that
are not in conformance with the Corps permit or this biological opinion (e.g. deliberate
harassment of wildlife, etc.) are not considered part of the proposed action and are not covered
by this incidental take statement and may be subject to enforcement action against the individual
responsible for the act.
ESSENTIAL FISH HABITAT
29. a. The following 6 stations will continue to be sampled for a minimum of three (3) full years
past the completion of construction by the Town of Oak Island as indicated in the attached map
(February, 2015):
I. Sample Station 1 - Blue Point Marina
II. Sample Station 2 - SW Yacht
III. Sample Station 3 - SW 5' St.
IV. Sample Station 4 - SE 40th St and Heron
V. Sample Station 5 - SE 40th East
VI. Sample Station 6 - SE 57th
b. Parameters/Constituents of data collected:
Fecal coliform, salinity, conductivity, temperature, pH, and Dissolved Oxygen will be
taken at each identified station on a monthly basis. In addition rainfall and current tidal
conditions will documented.
c. Required submission timeframes:
A water quality sample station map (with GPS coordinates) and water quality database
(Excel files) with a brief summary of data (patterns/trends) will be provided digitall} (CD/email)
to Mr. Fritz Rohde and Pace Wilbur of NMFS on an annual basis.
CULTURAL RESOURCES
30. The target identified by magnetic anomaly M008. acoustic signature 00007. and the
associated sub -bottom feature constitute an unknown. potentially significant target. Any work
associated with this project must avoid the target boundary by a buffer of at least fifty (50) feet.
If this target cannot be avoided. then a professional assessment must be conducted by qualified
archaeological divers to determine its identity and potential historical significance based on
National Register of Historic Places nomination eligibility criteria. RECEIVED
FEB 2 0 1015
10 DCM-MHD cm

11. The Applicant or any equipment operators should be aware that the possibility that work in
this area of the project may unearth an unknown beached shipwreck or shipwreck fragments
washed up and buried there over the last 450 years. In the event that such occurs, work must be
moved to another area. The Corps and the Underwater Archaeology Branch must be contacted
immediately (910-458-9042) in order for a staff member to assess the wreckage and determine
the proper course of action.
RECEIVED
FEB 2 0 2015
DCM-MHD CITY

DEPARTMENT OF THE ARMYI , l�
WILMINGTON DISTRICT, CORPS OF ENGINEERS
69 DARLINGTON AVENUE
WILMINGTON, NORTH CAROLINA 28403-1343
REPLY TO
ATTENOON OF:
February 9, 2015
Regulatory Division
Action ID No.: SAW-2014-02180
Mr. Doug Huggett
Division of Coastal Management
North Carolina Department of
Environment and Natural Resources
400 Commerce Avenue
Morehead City, North Carolina 28557-3421
Dear Mr. Huggett:
Reference the application of Town of Oak Island to dredge the Eastern Channel of
Lockwoods Folly River and beneficially use material for beach nourishment, and alternatively
dispose of non -compatible material on Horse Island (DA-284) near Oak Island, 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:
In order to further protect the endangered West Indian Manatee, Trichechus manatus, the
applicant must implement the U.S. Fish and Wildlife Service's Manatee Guidelines, and
strictly adhere to all requirements therein. The guidelines can be found at
http://www.fws.gov/nc-es/manimal/manatee euidelines.pdf.
2. As part of the operation and maintenance of the Federally authorized project, the Wilmington
District routinely surveys the Lockwoods Folly Inlet, including, but not limited to, the
portion at its intersection with the Eastern Channel, in order to assess dredging needs to
maintain navigability of the Lockwoods Folly Inlet Crossing. The permittee shall provide
written notification to the Wilmington District Regulatory Division two weeks prior to the
commencement of construction, to allow the District to perform a baseline survey of the area
of the AIW W that may be potentially affected by the proposed project.
RECEIVED
FEB 12 20t
DeM-WHI) CITY

-2-
3. If the District Engineer, in his sole discretion, determines that the permitted activity has
caused additional shoaling (above historical amounts, taking into account inlet dynamics and
storm effects) within the Federal Project, on Tangent 11 in the AI W W from Cape Fear River,
NC to Little River, SC (specifically Lockwoods Folly Inlet Crossing), and that such section
should be dredged in order to maintain safe and efficient navigation on the Inlet Crossing, he
will so notify the permittee in writing. The notification will specify the extent to which
additional shoaling has occurred, the area of the Inlet Crossing that must be dredged, the
depth to which it must be dredged, and the time frame within which dredging must begin (a
minimum of 90 days will be allowed). The permittee shall either provide contributed funds
to compensate the government for the portion of the costs associated with dredging the
additional shoal material, or cause the area of the Inlet Crossing specified by the District
Engineer to be dredged in a manner and within the time frame specified in the notice. If the
Permittee dredges the Inlet Crossing, a post -construction survey of dredged areas, within the
Federal Project, shall be completed and coordinated with the District Engineer within 30 days
of the end of construction. The District Engineer may require additional remedial action in
the event that surveyed data reveals contours not consistent with Federally authorized depths.
A 90-day window will be allowed for any remedial action required to restore the area to
Federally authorized and maintained depths.
4. Prior to the commencement of construction of the authorized dredging or other work within
the right-of-way of, or in proximity to, a Federally maintained navigation channel, the
Permittee shall obtain all necessary Consents to cross Government Easement from our Real
Estate Division. The Real Estate Division may be contacted at: CESAS-RE-MC, 69
Darlington Avenue, Wilmington North Carolina 28403-1343, tel. [phone].
5. Activities proposed within the Corps Easement for DA-0284 (Horse Island) may require
approval prior to construction. Prior to commencing work associated with improvements or
disposal on DA-0284, the permittee shall coordinate with the Corps of Engineers, Real Estate
Division for any approvals needed to perform work within the Corps easement. The Real
Estate Division may be contacted at: CESAS-RE-MC, 69 Darlington Avenue.
RECEIVED
FEB 12 70
�rwrw�nw rr�

-3-
6. The permittee understands and agrees that, if future operations by the United States require
the removal, relocation, or other alteration, of the structure or work herein authorized, or if,
in the opinion of the Secretary of the Army or his authorized representative, said structure or
work shall cause unreasonable obstruction to the free navigation of the navigable waters, the
permittee will be required, upon due notice from the U.S. Army Corps of Engineers, to
remove, relocate, or alter the structural work or obstructions caused thereby, without expense
to the United States. No claim shall be made against the United States on account of any
such removal, relocation, or alteration. The permittee shall notify NOAA/NATIONAL
OCEAN SERVICE Chief Source Data Unit N CS261,1315 E West HWY- RM 7316, Silver
Spring, MD 20910-3282 at least two weeks prior to beginning work and upon completion of
work.
7. Except as specified in the plans attached to this permit, no excavation, fill or mechanized
land -clearing activities shall take place at any time in the construction or maintenance of this
project, in such a manner as to impair normal flows and circulation patterns within waters or
wetlands or to reduce the reach of waters or wetlands.
8. Except as authorized by this permit or any USACE approved modification to this permit, no
excavation, fill or mechanized land -clearing activities shall take place at any time in the
construction or maintenance of this project, within waters or wetlands. This permit does not
authorize temporary placement or double handling of excavated or fill material within waters
or wetlands outside the permitted area. This prohibition applies to all borrow and fill
activities connected with this project.
9. Unless otherwise authorized by this permit, all fill material placed in waters or wetlands shall
be generated from an upland source and will be clean and free of any pollutants except in
trace quantities. Metal products, organic materials (including debris from land clearing
activities), or unsightly debris will not be used.
10. 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 N.C. Division of Water Quality at (919) 733-
5083, Ext. 526 or [phone] and provisions of the North Carolina Oil Pollution and
Hazardous Substances Control Act will be followed.
11. The authorized structure and associated activity must not interfere with the public's right to
free navigation on all navigable waters of the United States. 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 for reason other than safety.
RECEIVED
FEB 12 2015
np.» Jop +*WI

Im
12. The permittee must install and maintain, at his expense, any signal lights and signals
prescribed by the U.S. Coast Guard, through regulations or otherwise, on authorized
facilities. For further information, the permittee should contact the U.S. Coast Guard Marine
Safety Office at [phone].
13. 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.
14. A water control structure will be installed at the intake end of the effluent pipe leading from
the retention area in order to ensure maximum settlement of suspended solids.
15. 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 level elevation contour to prevent gully erosion and
siltation.
16. If the permittee discovers any previously unknown historic or archeological remains while
accomplishing the authorized work, he will immediately notify the Wilmington District
Engineer who will initiate the required coordination procedures.
17. The permittee shall advise the Corps in writing at least two weeks prior to beginning the
work authorized by this permit and again upon completion of the work authorized by this
permit.
18. The permittee shall require its contractors and/or agents to comply with the terms and
conditions of this permit in the construction and maintenance of this project, and shall
provide each of its contractors and/or agents associated with the construction or maintenance
of this project with a copy of this permit. A copy of this permit, including all conditions,
shall be available at the project site during construction and maintenance of this project.
19. The permittee shall employ all sedimentation and erosion control measures necessary to
prevent an increase in sedimentation or turbidity within waters and wetlands outside the
permit area. This shall include, but is not limited to, the immediate installation of silt fencing
or similar appropriate devices around all areas subject to soil disturbance or the movement of
earthen fill, and the immediate stabilization of all disturbed areas. Additionally, the project
must remain in full compliance with all aspects of the Sedimentation Pollution Control Act
of 1973 (North Carolina General Statutes Chapter I I3A Article 4).
RECEIVED
FEB 12 2015
RPM.MM9 PITY

-5-
20. The activity will be conducted in such a manner as to prevent a significant increase in
turbidity outside the area of construction or construction -related discharge. Increases such
that the turbidity in the waterbody is 50 NTU's or less in all rivers not designated as trout
waters by the North Carolina Division of Environmental Management (NCDEM), 25 NTU's
or less in all saltwater classes and in all lakes and reservoirs, and 10 NTU's or less in trout
waters, are not considered significant.
21. The permittee, upon receipt of a notice of revocation of this permit or upon its expiration
before completion of the work will, without expense to the United States and in such time
and manner as the Secretary of the Army or his authorized representative may direct, restore
the water or wetland to its pre -project condition.
22. Violations of these conditions or violations of Section 404 of the Clean Water Act or Section
10 of the Rivers and Harbors Act must be reported in writing to the Wilmington District U.S.
Army Corps of Engineers within 24 hours of the permittee's discovery of the violation.
THREATENED AND ENDANGERED SPECIES
Terms and Conditions for All Species
23. After initial construction, and for the life of the permit, all maintenance dredging and
sand placement activities must be conducted within the winter work window (November
16 to March 31), unless necessitated by an emergency condition and allowed after
consultation with the Service.
24. All derelict coastal armoring geotextile material and other debris must be removed from
the beach to the maximum extent possible, prior to any construction.
25. Conservation Measures included in the permit application/project plans must be
implemented in the proposed project. If a RPM and Term and Condition address the
same requirement, the requirements of the RPM and Term and Condition take precedent
over the Conservation Measure.
RECEIVED
FEB 12 2015
poh'!-,y,nrn �oiry

0
26. Predator -proof trash receptacles must be installed and maintained during construction at
all beach access points used for the project construction and any maintenance events, to
minimize the potential for attracting predators of piping plovers. All contractors
conducting the work must provide predator -proof trash receptacles for the construction
workers. All contractors and their employees must be briefed on the importance of not
littering and keeping the Action Area free of trash and debris. See the Appendix for
examples of suitable receptacles.
27. All personnel involved in the construction or sand placement process along the beach
shall be trained to recognize the presence of piping plovers prior to initiation of work on
the beach. Before start of work each morning, a visual survey must be conducted in the
area of work for that day, to determine if piping plovers are present. If plovers are present
in the work area, careful movement of equipment in the early morning hours should allow
those individuals to move out of the area. Construction operations shall not begin until
individual plovers have exited the work area for the day. If piping plovers are observed,
the observer shall make a note on the Quality Assurance form for that day, and submit the
information to the Corps and the Service's Raleigh Field Office the following day. See
REPORTING REQUIREMENTS, below.
28. A bird monitoring plan must be developed to monitor piping plover, red knot, waterbirds,
colonial waterbirds, and other shorebirds during and after construction. Monitoring must
be conducted for a minimum of three (3) full years past the completion of construction, or
until the end of the shorebird nesting season (August 31) of the third year after
construction, whichever is later. Based on results of the monitoring, continued bird
monitoring may also be required during maintenance events. Post -construction
monitoring may only be ceased after the review of at least three years' worth of data and
approval by the USACE, USFWS, NCDCM, and NCWRC.
a. The bird monitoring plan must be submitted for review and approval to the
USACE, USFWS, NCDCM, and NCWRC, at least 15 days prior to the
anticipated start of construction.
RECEIVED
FEB 12 7n
F1DIn•rw r+q P.ITV

-7-
b. During construction, bird monitoring must be conducted weekly. For at least
three years after construction is completed, bimonthly (twice -monthly) bird
surveys shall be conducted in all intertidal and shoreline areas along Lockwood
Folly Inlet. Transects shall be established to encompass, at a minimum, all
intertidal areas in the vicinity of Eastern Channel and Lockwoods Folly Inlet on
both sides of the inlet (Oak Island, Sheep Island, and Holden Beach), and the
ocean shoreline from Lockwoods Folly Inlet east to approximately 6001 West
Beach Drive (or the eastern end of the westernmost sand placement area).
c. Field observations must be conducted during daylight hours, and primarily during
high tide.
d. Shorebird identification, especially when in non -breeding plumage, can be
difficult. The person(s) conducting the survey must demonstrate the qualifications
and ability to identify shorebird species and be able to provide the information
listed below. The bird monitoring plan should include the collection and reporting
of the following:
i. Date, location, time of day, weather, and tide cycle when survey was
conducted;
ii. Latitude and longitude of observed piping plover and red knot locations
(decimal degrees preferred);
iii. Any color bands observed on piping plovers or red knots or other birds;
iv. Behavior (e.g., foraging, roosting, preening, bathing, flying, aggression,
walking, courtship, copulation);
v. Landscape features(s) where birds are located (e.g., inlet spit, tidal creeks,
shoals, lagoon shoreline);
vi. Habitat features(s) used by birds when observed (e.g., intertidal, fresh
wrack, old wrack, dune, mid -beach, vegetation);
vii. Substrata used by birds (e.g., sand, mud/sand, mud, algal mat); and
viii. The amount and type of recreational use (e.g., people, dogs on or off leash,
vehicles, kite -boarders).
e. All monitoring information shall be provided in standardized form on an Excel
spreadsheet. Monitoring results shall be submitted (datasheets, maps, database) on
standard electronic media (e.g., CD, DVD) to the Raleigh Field Office. Please see
REPORTING REQUIREMENTS below, for more information.
RECEIVED
FEB 12 7015
pJpnry-Wna ram"

In
REPORTING REQUIREMENTS
Information required in the above Terms and Conditions should be submitted to the following
address:
Pete Benjamin, Supervisor
Raleigh Field Office
U.S. Fish and Wildlife Service
Post Office Box33726
Raleigh, North Carolina 27636-3726
[phone]
Upon locating a dead, injured, or sick individual of an endangered or threatened species, initial
notification must be made to the USFWS Law Enforcement Office below. Additional
notification must be made to the USFWS Ecological Services Field Office identified above and
to the NCWRC at [phone]. Care should be taken in handling sick or injured individuals
and in the preservation of specimens in the best possible state for later analysis of cause of death
or injury.
Tom Chisdock
U.S. Fish and Wildlife Service
160 Zillicoa St.
Asheville, NC 28801
828-258-2084
COORDINATION OF INCIDENTAL TAKE STATEMENT WITH OTHER
LAWS, REGULATIONS, AND POLICIES
The USFWS will not refer the incidental take of any migratory bird for prosecution under the
Migratory Bird Treaty Act of 1918, as amended (16 USC S 703-712), if such take is in
compliance with the terms and conditions specified herein. Take resulting from activities that
are not in conformance with the Corps permit or this biological opinion (e.g. deliberate
harassment of wildlife, etc.) are not considered part of the proposed action and are not covered by
this incidental take statement and may be subject to enforcement action against the individual RECEIVED
responsible for the act.
FEB 12 7015
PF.rw-Mnq Qiir

In
ESSENTIAL FISH HABITAT
29. a. The following 6 stations will continue to be sampled for a minimum of three (3) full years
past the completion of construction by the Town of Oak Island as indicated in the attached map
(February, 2015):
I. Sample Station 1 - Blue Point Marina
II. Sample Station 2 - SW Yacht
III. Sample Station 3 - SW 5`h St.
IV. Sample Station 4 - SE 40th St and Heron
V. Sample Station 5 - SE 40th East
VI. Sample Station 6 - SE 57th
b. Parameters/Constituents of data collected:
Fecal coliform, salinity, conductivity, temperature, pH, and Dissolved Oxygen will be
taken at each identified station on a monthly basis. In addition rainfall and current tidal
conditions will documented.
c. Required submission timeframes:
Water quality sample station map (with GPS coordinates) and water quality database
(Excel files) with a brief summary of data (pattems/trends) will be provided digitally (CD/email)
to Mr. Fritz Rohde and Pace Wilbur ofNMFS on an annual basis.
CULTURAL
30. The target identified by magnetic anomaly M008, acoustic signature C0007, and the
associated sub -bottom feature constitute an unknown, potentially significant target. Any work
associated with this project must avoid the target boundary by a buffer of at least fifty (50) feet.
If this target cannot be avoided, then a professional assessment must be conducted by qualified
archaeological divers to determine its identity and potential historical significance based on
National Register of Historic Places nomination eligibility criteria.
31. The Applicant or any equipment operators should be aware that the possibility that work in
this area of the project may unearth an unknown beached shipwreck or shipwreck fragments
washed up and buried there over the last 450 years. In the event that such occurs, work must be
moved to another area. The Corps and the Underwater Archaeology Branch must be contacted
immediately (910-458-9042) in order for a staff member to assess the wreckage and determine
the proper course of action.
RECEIVED
FEB 12 71)'4

-10-
Questions or comments may be addressed to Mr. Tyler Crumbley, Wilmington Field
Office, Regulatory Division, telephone [phone].
Sincerely �J
Tyler Cnimbley/Project Manager
Wilmington Regulatory Field Office
Copies Furnished:
Ms. Karen Higgins
Division of Water Quality
North Carolina Department of
Environment and Natural Resources
1650 Mail Service Center
Raleigh, North Carolina 27699-1650
Mr. Jonathan Howell
Division of Coastal Management
Morehead City Regional Office
North Carolina Department of
Environment and Natural Resources
400 Commerce Avenue
Morehead City, North Carolina 28557-3421
Mr. Pete Benjamin
U.S. Fish and Wildlife Service
Fish and Wildlife Enhancement
Post Office Box 33726
Raleigh, North Carolina 27636-3726
Mr. Fritz Rohde
National Marine Fisheries Service
Habitat Conservation Service
Pivers Island
Beaufort, North Carolina 28516
RECEIVED
FEB 12 7wA
DCM-MHD CRY

-11-
Mr. Pace Wilber
National Marine Fisheries Service
Habitat Conservation Division
219 Fort Johnson Road
Charleston, South Carolina 29412-9110
Todd Allen Bowers
US EPA Region 4 Life Scientist
Water Protection Division
61 Forsyth Street, SW
Atlanta, GA 30303-8960
BOSN3/Mr. Joseph M. Edge
United States Coast Guard
Sector North Carolina Waterways Management
2301 E. Fort Macon Rd
Atlantic Beach, NC 28512
Ms. Debra Wilson
Division of Coastal Management
North Carolina Department of
Environment and Natural Resources
127 Cardinal Drive Extension
Wilmington, North Carolina 28403
Mr. Chad Coburn
Division of Water Resources
North Carolina Department of
Environment and Natural Resources
127 Cardinal Drive Extension
Wilmington, North Carolina 28405
RECEIVED
FEB 12 71119
rf W wa" I-"

NCDENR
North Carolina Department of Environment and Natural Resources
Pat McCrory
Governor
January 28, 2015
Mr. Steve Foster, Town Manager
Town of Oak Island
4601 E. Oak Island Drive
Oak Island, NC29465
Subject: EXEMPTION
Stormwater Project No. SW8141216
Lockwoods Folly River Habitat Restoration Project Phase I Eastern Channel
Brunswick County
Dear Mr. Foster
Donald van der Vaart
Secretary
The Wilmington Regional Office of the Division of Energy, Mineral, and Land Resources received a copy of the CAMA Major
Permit Application for the subject project on December 16, 2014. Staff review of the plans and specifications has determined
that the development activities proposed at this time will not pose a threat to surface water quality from stormwater runoff. The
Director has determined that projects that are reviewed and approved by the Division as not posing a water quality threat from
stormwater runoff should not be subject to the stormwater management permitting requirements of 15A NCAC 2H.1000, the
stormwater rules. By copy of this letter, we are informing you that this project will not require a stormwater management
permit.
If the subject project disturbs one acre or more and has a point source discharge of stormwater runoff, then it is also subject to
the National Pollutant Discharge Elimination System (NPDES) stormwater discharge requirements. You are required to have
an NPDES permit for stormwater discharge from projects meeting these criteria. All temporary built -upon area associated with
the construction of the project must be removed within 30 days of completion of the project, or when it is no longer needed,
whichever occurs first.
If you have any questions or need additional information concerning this matter please contact Linda Lewis at [phone],
or e-mail her at [e-mail].
Sin ly,
or Tracy E. D vis, P.E., Director
Division of Energy, Mineral, and Land Resources
GDS/arl: G:IW=hared0ormwaterTermits & Projects120141141216 Exemption12015 01 permit 141216
oc: Dial Cordy and Associates, Inc. RECEIVED
Brunswick County Building Inspections
Heather Coats/Shaun Simpson FEB ] 0 N15
Jonathan Howell; DCM
Wilmington Regional Office Stormwater File 616tW- +-+r m
Division of Energy, Mineral, and Land Resources
Land Quality Section - Wilmington Regional Office
127 Cardinal Drive Extension, Wilmington, North Carolina 28405 • [phone] / Fax [phone]

>ti
Panamerican Consultants, Inc.
January 27, 2015
Ms. Dawn York
Dial Cordy and Associates, Inc.
201 N. Front St. Suite 307
Wilmington, NC 28411
RE: End of Fieldwork Executive Summary
Lockwoods Folly River Habitat Restoration Project
Phase 1— Eastern Channel
Cultural Resource Survey
Oak Island, Brunswick County, North Carolina
Dear Ms. York:
Cultural Resource Management
Terrestrial Archaeology
Maritime Archaeology
Architectural History
Geographic Information Systems
The following management summary discusses the results of field investigations conducted
pursuant to the above -referenced project, and provides information on which to base management
decisions relative to permit obligations under the National Historic Preservation Act of 1966.
INTRODUCTION
The Town of Oak Island is currently proposing the Lockwoods Folly River Habitat Restoration
Project that entails dredging of the Eastern Channel. Located inside Lockwood Folley Inlet, in
Brunswick County, North Carolina (Figure 1), the proposed dredging area consists of areas through
the Eastern Channel of the Lockwood Folly River (Figure 2).
As a stipulation to environmental permit requirements, the North Carolina Department of Cultural
Resources, State Historic Preservation Office, specified by letter that the Town of Oak Island must
consider the effects that their proposed project activities will have on cultural resources. Therefore,
they are responsible for determining if any potential cultural resources are located within the current
Project Area under evaluation, and if so, are eligible for listing on the National Register of Historic
Places (NRHP) prior to the implementation of any project activities. The federal statutes regarding
these responsibilities include: Section 106 of the National Historic Preservation Act of 1966, as
amended (PL 89-665); the National Environmental Policy Act of 1969; the Archaeological
Resources Protection Act of 1987; the Advisory Council on Historic Preservation Procedures for the
Protection of Historic and Cultural Properties (36 CFR Part 800); and the Abandoned Shipwreck
Act of 1987.
91 Tillman Street ♦ Memphis, Tennessee 38111
Phone [phone] ♦ Fax [phone]
www.r)anamconsultants.com

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MET FOWTINL6T CASKt11.11PACll
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PROPOSED &
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MAPS ON SHEET 2 uALnlunBlrLAnn
ATLANTIC OCEAN
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Figure 1-01. Project Area general location map (courtesy of Dial Cordy and Associates, Inc.).
BEAN
Figure 1-02. Project Area survey location map (courtesy of Dial Cordy and Associates, Inc.).
2

In order to comply with the Town of Oak Island responsibilities towards cultural resources,
Panamerican Consultants, Inc. of Memphis, Tennessee (Panamerican), was subcontracted by Dial
Cordy & Associates, Inc. of Wilmington, North Carolina (Dial Cordy) to conduct a comprehensive
remote sensing survey of the submerged Project Area to determine the presence or absence of
potentially significant targets. Performed on January 21s` and 22"d, the survey utilized a
magnetometer, sidescan sonar, and subbottom profiler. A total of 24 magnetic anomalies, 7 sidescan
sonar targets, and one subbottom feature were recorded during the current survey. Analysis of data
indicates that only one target has signature characteristics potentially indicative of significant
historic resources. Located in the northern end of the survey area, the target is an anomaly an
associated sonar contact as well as a subbottom return (Figure 1).
U31000— u32000— =30ao— uomon^— uos000— noc000— aooaoo— Memo--- O voe000—
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a II f I �CA)r,
a
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Z3Ji000°"� Ytil000�`L0 33J00o0'4"' 33N0¢0""' iI0e000^Yl]6000r"m 22]]00D' RtJa000°n10 MUM —
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-�•-
Figure 1. Map Key showing survey coverage. The location of the single potentially significant anomaly is circled
in red.
Illustrated in Figure 2, the anomaly, labeled Anomaly M-008, has a gamma deviation of 74 gamma
and a duration of 130 feet. The associated sonar contact, C007, is presented in Figure 3. It appears
as a depression 43 feet in length and 7 feet wide. The associated subbottom profiler contact is
shown in Figure 4. A depression with a parabolic return in the base of the depression, the return is
though to be the source for the magnetics.
3

5
`• SeEppibm ' I
3
• SonaiContatla �'
• MaBe•ticMomap
' 5 nT Magnetic Contours
— Negaure
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— PoatpWTmWhes
i
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i
pit
Figure 4-07. Magnetic contour map of M008 with associated sonar and subbottom contact (at 10 gamma
intervals, grid is 50-foot).
Figure 4-10. Sonar Contact 0007 is identified as a depression with an associated subbottom contact and magnetic
anomaly M008.
R

showing the depression identified and presented above as Sonar Contact C000'
as well as an object that appears as a parabolic return in the base of the depression. This return is thought to
represent the object that is the source of Anomaly M008.
Conclusions and Recommendations
Analysis of data indicates that of all the anomalies, contacts and features, a single anomaly with
an associated sonar contact and subbottom feature is present. While the target (anomaly and
associated sonar contact and subbottom feature) does not necessarily have the appearance of the
remains of a shipwreck, its identity and subsequent significance are unknown. Because its
identity and significance are unknown the target is recommended for avoidance by a buffer of at
least 50 feet or less if concurrence is obtained from the state. If the potentially significant target
will be impacted and cannot be avoided, it is recommended the Town of Oak Island conduct an
assessment of the target with archaeological divers to determine its identity and historical
significance, based on National Register of Historic Places nomination eligibility criteria.
If you have any questions concerning the results of our investigation or our recommendations
please do not hesitate to contact me.
Sincerely,
Stephen James
Project Manager
Cc: Dr. Gordon Watts, Tidewater Atlantic Research

Howell, Jonathan
From:
Dawn York <[e-mail]>
Sent:
Wednesday, January 28, 2015 9:08 AM
To:
Southerly, Chris
Cc:
Gledhill-earley, Renee; Crumbley, Tyler SAW; Huggett, Doug; Howell, Jonathan; Coats,
Heather
Subject:
Lockwood Folly River Habitat Restoration Project - Phase I Eastern Channel ER 14-2775 -
cultural resource survey management summary
Attachments:
Lockwoods Folly Survey Exec Summary.doc
Good morning Chris — as we discussed yesterday, please find attached a management summary of the cultural resource
survey conducted by Panamerican and Dial Cordy and Associates 21 January 2015 for the subject project. As previously
agreed, the Town of Oak Island is willing to avoid the potentially significant target located in the NE edge of the Eastern
Channel proposed dredging template.
Please let me know if you need any additional information or would like to discuss further.
Thank you for your time and efforts in assisting us with this project,
Dawn
'DawwYork,
Coastal Scientist/Project Manager
Dial Cordy and Associates Inc.
201 N. Front St., Ste 307
Wilmington, NC 28401
910.251.9790 (office)
910.612,1152 (cell)
i5

Howell, Jonathan
From: Huggett, Doug
Sent: Wednesday, January 21, 2015 8:41 AM
To: Martin, Johnny; Crumbley, Tyler SAW; Dawn York; Howell, Jonathan; Coats, Heather; Wilson,
Debra
Cc: Foster,Steve; Southerly, Chris; Heather Coats; [e-mail]; Fritz Rohde -
NOAA Federal; Elkan, Peter
Subject: RE: Lockwood Folly River Habitat Restoration Project - Phase I Eastern Channel - status
update
Johnny
Thanks for the info. DCM will continue to do whatever we canto speed things along. I am having an interagency
coordination meeting today with many of the players in your process (but not SHPO), and yours is one of the projects on
the agenda. I will let you know if anything comes up that you might be interested in.
Thanks again for the update.
Doug
-----Original Message -----
From: Martin, Johnny (mailto:[e-mail]]
Sent: Tuesday, January 20, 2015 9:39 PM
To: Crumbley, Tyler SAW; Dawn York; Huggett, Doug; Howell, Jonathan; Coats, Heather, Wilson, Debra
Cc: Foster,Steve; Southerly, Chris; Heather Coats; [e-mail]; Fritz Rohde - NOAA Federal; Elkan, Peter
Subject: RE: Lockwood Folly River Habitat Restoration Project- Phase I Eastern Channel - status update
Importance: High
Everyone,
Please note that we did hold the bid opening today for the Lockwoods Folly Habitat Restoration Project. The apparent
low bidder was Cottrell Contracting with a bid that was 5% over the engineers estimate. Based on our subsequent
discussions with Cottrell, we are confident that we will negotiate a contract that meets the Town's budget.
Therefore, please continue to move forward at full steam ahead. They stated that they have equipment that can be
mobilized as soon as we give them a Notice to Proceed. As soon as we get the permit authorizations, we will work to get
them here as quickly as possible. The sooner we get them started, the quicker we can get the job done and limit the
chances of requests for extensions. Thanks as always for your help in this project!
Best Regards,
Johnny Martin
Johnny Martin, PE
Moffatt & Nichol
1616 East Millbrook Road, Suite 160
Raleigh, NC 27609
Office: [phone]
Fax: [phone]
Cell: [phone]
�J

Good morning Doug/Jonathan/Tyler- I'd like to summarize our conversations from yesterday afternoon to make sure we
are all on the same page with the timeline of the Eastern Channel project.
Status Update:
1. CAMA Application was deemed complete by DCM on December 11. CAMA has 75 days to review (with option to
request additional time).
2. CAMA Public Notice ended January 8th. USACE Public Notice ends January 22nd.
3. Items complete or received:
a. USACE: EPA comments, Coast Guard, USFWS informal consultation letter, BO terms and conditions, Internal 408
Review Complete, SHPO letter (request for survey)
CAMA: SHPO letter (request for survey), State Property Office, Stormwater, Sediment Control
4. Items outstanding:
a. USACE: NMFS letter (anticipated January 22), SHPO Determination of Findings (cultural resource survey to be
completed January 20), Sediment analysis for Consent Agreement (complete January 23)
b. CAMA:401 Water Quality Certification, NC Wildlife Resources Commission comments, NC Division of Marine
Fisheries comments
Projected Timeframe based on the above:
a. Cultural Resource Survey and Management Summary - completed January 27
b. SHPO Determination of Finding - completed January 30
C. USACE Complete Joint Process (send conditions to CAMA) - February 6
d. CAMA issues Major CAMA permit with conditions - February 13
e. USACE issues General Permit 291 with conditions - February 20
6. Construction Schedule:
a. Notice of Award to contractor will occur on February 23
b. All beach fill activities will be complete by April 23
C. All equipment on beach will be complete by April 30
I understand all agencies are under extreme pressure with multiple deadlines. We will work with you as much as
possible to ensure this schedule is adhered to. As you know, the Town of Oak Island has several homes that are being
threatened and the situation is worsening.

We appreciate your hard work and focused attention to this project,
Thank you,
Dawn
Dawn York
Coastal Scientist/Project Manager
Dial Cordy and Associates Inc.
201 N. Front St., Ste 307
Wilmington, NC 28401
910.251.9790 (office)
910.612.1152 (cell)

Howell, Jonathan
From: Dawn York <[e-mail]>
Sent: Friday, January 30, 2015 2:03 PM
To: Crumbley, Tyler SAW; Howell, Jonathan; Martin, Johnny; Elkan, Peter; [e-mail]-
island.nc.us
Cc: Huggett, Doug; Coats, Heather
Subject: FW: Lockwood Folly River Habitat Restoration Project - Phase I Eastern Channel - status
update
FYI — hopefully we can bring all the final pieces (SHPO and FWS BO) together early next week. We would like to stay on
track with GP 291 conditions to be provided to CAMA by Friday, February 61h
Doug/Jonathan —are you waiting on any other agency comments or have you received everything you need to issue a
permit by February 131h (Friday the 13`h!!!??).
Thanks,
Dawn
From: Matthews, Kathryn [mailto:kathryn—[e-mail]]
Sent: Friday, January 30, 2015 1:34 PM
To: Dawn York
Subject: Re: Lockwood Folly River Habitat Restoration Project - Phase I Eastern Channel - status update
Pete has been out of the office since Tuesday afternoon, but I am pretty sure he has it with him to review. I will
talk to him about it on Monday and see if he can sign it.
Thanks,
kathy
On Fri, Jan 30, 2015 at 12:29 PM, Dawn York <[e-mail]> wrote:
Good afternoon Kathy, I was wondering if you could provide an update on the BO for Eastern Channel? We are hoping
Tyler will be able to have all terms and conditions next week so we can stay on track with the permit schedule.
Thank you and Happy Friday!
Dawn
From: Matthews, Kathryn [mailto:kathryn matthewsCc@fws.00vl
Sent: Monday, January 26, 2015 4:36 PM
To: Dawn York
Subject: Re: Lockwood Folly River Habitat Restoration Project - Phase I Eastern Channel - status update
Yes - I did get it, thanks. I will make the changes to the BO.

On Mon, Jan 26, 2015 at 4:25 PM, Dawn York <dyork(cr�,dialcordy.com> wrote:
Hello Kathy— I wanted to make sure you received the information I provided to Tyler regarding the chance in disposal
area from Sheep Island to Horse Island? The COE has asked us to use a different disposal area to ensure Sheep Island
continues as a beach pump out facility for beach -compatible projects. Unfortunately that information hadn't been
relayed to us until last week.
Please let me know if you need anything else for your BO.
Thank you,
Dawn
From: Matthews, Kathryn [mailto:kathrvn matthewsCd)fws.gov]
Sent: Friday, January 23, 2015 2:42 PM
To: Dawn York
Subject: Re: Lockwood Folly River Habitat Restoration Project - Phase I Eastern Channel - status update
Not yet - still being reviewed. Have a good weekend,
Kathy
On Fri, Jan 23, 2015 at 9:38 AM, Dawn York <[e-mail]> wrote:
Good morning Kathy— I was wondering if you've had the chance to send the Biological Opinion to Tyler?
Have a great Friday!
Dawn
From: Matthews, Kathryn [ma!Ito:kathryn matthews@fws.00vl
Sent: Friday, January 16, 2015 11:37 AM
To: Dawn York
Cc: Huggett, Doug; Howell, Jonathan; Crumbley, Tyler SAW; Foster,Steve; Southerly, Chris; Martin, Johnny; Heather
Coats; Fritz Rohde - NOAA Federal; Pete Benjamin
Subject: Re: Lockwood Folly River Habitat Restoration Project - Phase I Eastern Channel - status update
Hi Dawn,
J

Just to clarify, the draft Reasonable and Prudent Measures and Terms and Conditions were shared with the
Corps and the applicant. The final BO is being reviewed for signature. We anticipate providing a signed BO by
the 22nd.
Thanks, and have a good weekend.
Kathy
On Fri, Jan 16, 2015 at 11:29 AM, Dawn York <[e-mail]> wrote:
Good morning Doug/Jonathan/Tyler — I'd like to summarize our conversations from yesterday afternoon to
make sure we are all on the same page with the timeline of the Eastern Channel project.
Status Update:
1. CAMA Application was deemed complete by DCM on December 11. CAMA has 75 days to review (with
option to request additional time).
2. CAMA Public Notice ended January 8a'. USACE Public Notice ends January 22na
3. Items complete or received:
a. USACE: EPA comments, Coast Guard, USFWS informal consultation letter, BO terms and
conditions, Internal 408 Review Complete, SHPO letter (request for survey)
b. CAMA: SHPO letter (request for survey), State Property Office, Stormwater, Sediment
Control
4. Items outstanding:
a. USACE: NMFS letter (anticipated January 22), SHPO Determination of Findings (cultural
resource survey to be completed January 20), Sediment analysis for Consent Agreement
(complete January 23)
b. CAMA: 401 Water Quality Certification, NC Wildlife Resources Commission comments,
NC Division of Marine Fisheries comments
5. Projected Timeframe based on the above:
a. Cultural Resource Survey and Management Summary — completed January 27
b. SHPO Determination of Finding— completed January 30
J

c. USACE Complete Joint Process (send conditions to CAMA) — February 6
d. CAMA issues Major CAMA permit with conditions — February 13
e. USACE issues General Permit 291 with conditions — February 20
6. Construction Schedule:
a. Notice of Award to contractor will occur on February 23
b. All beach fill activities will be complete by April 23
c. All equipment on beach will be complete by April 30
I understand all agencies are under extreme pressure with multiple deadlines. We will work with you as much as
possible to ensure this schedule is adhered to. As you know, the Town of Oak Island has several homes that are
being threatened and the situation is worsening.
We appreciate your hard work and focused attention to this project,
Thank you,
Dawn
D"VVYork.
Coastal Scientist/Project Manager
Dial Cordy and Associates Inc.
201 N. Front St., Ste 307
Wilmington, NC 28401
910.251.9790 (office)
910.612.1152 (cell)

Kathy Matthews
Fish and Wildlife Biologist
Raleigh Ecological Services
U.S. Fish and Wildlife Service
P.O. Box 33726
Raleigh, NC 27636-3726
Phone [phone] x27
Email kathryn matthews(@fws.gov
FWS.GOV/RALEIGH ; Facebook ; YouTube 1, Flickr
Kathy Matthews
Fish and Wildlife Biologist
Raleigh Ecological Services
U.S. Fish and Wildlife Service
WI
Is

P.O. Box 33726
Raleigh, NC 27636-3726
Phone [phone] x27
Email kathryn matthewskfws.gov
FWS.GOV/RALEIGH I Facebook a YouTube ; Flickr p
Kathy Matthews
Fish and Wildlife Biologist
Raleigh Ecological Services
U.S. Fish and Wildlife Service
P.O. Box 33726
Raleigh, NC 27636-3726
Phone [phone] x27
Email kathryn [e-mail]
FWS.GOV/RALEIGH I Facebook ► YouTube I Flickr 1,
6
/b

Kathy Matthews
Fish and Wildlife Biologist
Raleigh Ecological Services
U.S. Fish and Wildlife Service
P.O. Box 33726
Raleigh, NC 27636-3726
Phone [phone] x27
Email kathrvn [e-mail]
FWS.GOV/RALEIGH Facebook i YouTube I Flickr
5

Howell, Jonathan
From: Martin, Johnny <JMartin @ moffattnichol.com>
Sent: Tuesday, January 20, 2015 9:39 PM
To: Crumbley, Tyler SAW; Dawn York; Huggett, Doug; Howell, Jonathan; Coats, Heather; Wilson,
Debra
Cc: Foster,Steve; Southerly, Chris; Heather Coats; [e-mail]; Fritz Rohde -
NOAA Federal; Elkan, Peter
Subject: RE: Lockwood Folly River Habitat Restoration Project - Phase I Eastern Channel - status
update
Importance: High
Everyone,
Please note that we did hold the bid opening today for the Lockwoods Folly Habitat Restoration Project. The apparent
low bidder was Cottrell Contracting with a bid that was 5% over the engineers estimate. Based on our subsequent
discussions with Cottrell, we are confident that we will negotiate a contract that meets the Town's budget.
Therefore, please continue to move forward at full steam ahead. They stated that they have equipment that can be
mobilized as soon as we give them a Notice to Proceed. As soon as we get the permit authorizations, we will work to get
them here as quickly as possible. The sooner we get them started, the quicker we can get the job done and limit the
chances of requests for extensions. Thanks as always for your help in this project!
Best Regards,
Johnny Martin
Johnny Martin, PE
Moffatt & Nichol
1616 East Millbrook Road, Suite 160
Raleigh, NC 27609
Office: [phone]
Fax: [phone]
Cell: [phone]
[e-mail]
www.moffattnichol.com
-----Original Message -----
From: Martin, Johnny
Sent: Friday, January 16, 2015 4:12 PM
To:'Crumbley, Tyler SAW'; Dawn York; Huggett, Doug; Howell, Jonathan
Cc: Foster,Steve; Southerly, Chris; Heather Coats; [e-mail]; Fritz Rohde - NOAA Federal
Subject: RE: Lockwood Folly River Habitat Restoration Project - Phase I Eastern Channel - status update
We will continue to move forward at full speed in the interim in hopes that this can be resolved and hope that everyone
else will as well. The new bid opening will be this coming Tuesday at 4:30 pm. We will let everyone know the outcome.
Thanks!
/,

Best Regards,
Johnny Martin
Johnny Martin, PE
Moffatt & Nichol
1616 East Millbrook Road, Suite 160
Raleigh, NC 27609
Office: [phone]
Fax: [phone]
Cell: [phone]
[e-mail]
www.moffattnichol.com
-----Original Message -----
From: Crumbley, Tyler SAW [mailto:[e-mail]]
Sent: Friday, January 16, 2015 12:21 PM
To: Dawn York; Huggett, Doug; Howell, Jonathan
Cc: Foster,Steve; Southerly, Chris; Martin, Johnny; Heather Coats; [e-mail]; Fritz Rohde - NOAA
Federal
Subject: RE: Lockwood Folly River Habitat Restoration Project - Phase I Eastern Channel - status update
It appears that there may be a 408 hold up. Please stand by for further information.
-----Original Message -----
From: Dawn York [mailto:[e-mail]]
Sent: Friday, January 16, 2015 11:29 AM
To: Huggett, Doug; Howell, Jonathan; Crumbley, Tyler SAW
Cc: Foster,Steve; Southerly, Chris; Martin, Johnny; Heather Coats; [e-mail]; Fritz Rohde - NOAA
Federal
Subject: [EXTERNAL] Lockwood Folly River Habitat Restoration Project - Phase I Eastern Channel - status update
Good morning Doug/Jonathan/Tyler- I'd like to summarize our conversations from yesterday afternoon to make sure we
are all on the same page with the timeline of the Eastern Channel project.
Status Update:
1. CAMA Application was deemed complete by DCM on December 11. CAMA has 75 days to review (with option to
request additional time).
2. CAMA Public Notice ended January 8th. USACE Public Notice ends January 22nd.
3. Items complete or received:
a. USACE: EPA comments, Coast Guard, USFWS informal consultation letter, BO terms and conditions, Internal 408
Review Complete, SHPO letter (request for survey)
/S

b. CAMA: SHPO letter (request for survey), State Property Office, Stormwater, Sediment Control
4. Items outstanding:
a. USACE: NMFS letter (anticipated January 22), SHPO Determination of Findings (cultural resource survey to be
completed January 20), Sediment analysis for Consent Agreement (complete January 23)
b. CAMA: 401 Water Quality Certification, NC Wildlife Resources Commission comments, NC Division of Marine
Fisheries comments
Projected Timeframe based on the above:
a. Cultural Resource Survey and Management Summary - completed January 27
b. SHPO Determination of Finding - completed January 30
C. USACE Complete Joint Process (send conditions to CAMA) - February 6
d. CAMA issues Major CAMA permit with conditions - February 13
e. USACE issues General Permit 291 with conditions - February 20
6. Construction Schedule:
a. Notice of Award to contractor will occur on February 23
b. All beach fill activities will be complete by April 23
C. All equipment on beach will be complete by April 30
I understand all agencies are under extreme pressure with multiple deadlines. We will work with you as much as
possible to ensure this schedule is adhered to. As you know, the Town of Oak Island has several homes that are being
threatened and the situation is worsening.
We appreciate your hard work and focused attention to this project,
Thank you,
Dawn
Dawn York
/J

Coastal Scientist/Project Manager
Dial Cordy and Associates Inc.
201 N. Front St., Ste 307
Wilmington, NC 28401
910.251.9790 (office)
910.612.1152 (cell)
1J

Recommendations for State Permit — Town of Oak Island- Lockwoods Folly Project 12/13/14
As proposed, this project would pump an approximate gross volume of 181,600 cubic yards of sand on the
west end of Oak Island. The project's sampling appears to be consistent with the Technical Standards set
forth in NCAC 07H .0312 as well as the use standards of NCAC 07H .0208(b)(1). This office does have
some concerns as to whether Sheep Island has adequate disposal capacity for the proposed work; however,
the USACE will assess the capacity prior to their final approval of the Town's use of the site. These concerns
have been discussed with the project's engineer, who was advised that any proposed dike work would likely
require permit modification. A permit condition to this effect should allow the time -sensitive portions of this
project to move ahead while providing adequate safeguards regarding spoil disposal.
Provided there are no other concerns expressed by the resource agencies, the Wilmington Regional Office
has no objection to the issuance of a permit for the proposal if issued with the following conditions:
Excavation will not exceed -15 NAVD88 and shall adhere to the proposed dredge depths shown on
the plans.
2. All excavation shall take place entirely within the areas indicated on the plans
3. No vegetated wetlands/marsh grass will be excavated or filled. Excavation shall be set back a
minimum of 10' from any Coastal Wetlands.
4. The temporary placement or double handling of excavated or fill materials within waters or
vegetated wetlandsis not authorized.
5. No excavated or fill material shall be placed at any time in any vegetated wetlands/marsh or
surrounding waters.
6. NOTE: The permittee's contractor is advised to contact the U.S. Coast Guard at [phone], ext.
108 to discuss operations and appropriate lighting, markers, etc. for all dredge equipment.
BEACH NOURISHMENT
This permit authorizes the beach nourishment activities to be carried out one (1) time along the entire
reach of the requested project area. Any request to carry out additional activities within an area
where nourishment activities have been completed under this permit shall require a modification of
this permit.
NOTE: The permittee is advised that the State of North Carolina claims title to all currently submerged lands
and any future lands that are raised above the Mean High Water level as a result of this project.
8. Prior to the initiation of beach nourishment activity along'each section of the beach, the existing
mean high water line shall be surveyed and a copy provided to the Division of Coastal Management.
9. Prior to the initiation of any beach nourishment activity above the normal high water contour line
(NHW) within the limits of the permittee's jurisdiction, easements or similar legal instruments shall
be obtained from all affected property owners.
10. Temporary dikes shall be used to retain and direct flow of material parallel to the shoreline to
minimize surf zone turbidities. The temporary dikes shall be 'removed and the beach graded in
7

accordance with approved profiles upon completion of pumping activities in that particular section of
the beach.
11. Should the dredging operations encounter sand deemed non -compatible with 15A NCAC 0711 .0312
(Technical Standards For Beach Fill Projects), the dredge operator shall immediately cease operation
and contact the Division of Coastal Management. Dredge operations shall resume only after
resolution of the issue of sand compatibility.
12. In order to prevent leakage, dredge pipes shall be routinely inspected. If leakage is found and repairs
cannot be made immediately, pumping of material shall stop until such leaks are fixed.
13. Once a section is complete, piping and heavy equipment shall be removed or shifted to a new section
and the area graded and dressed to final approved slopes.
14. Land -based equipment necessary for beach nourishment work shall be brought to the site through
existing accesses. Should the work result in any damage to existing accesses, the accesses shall be
restored to pre -project conditions immediately upon project completion in that specific area.
15. Where oceanfront development exists at elevations nearly equal to that of the native beach, a low
protective dune shall be pushed up along the backbeach to prevent slurry from draining towards the
development.
NOTE: The permittee is advised that any new access site would require a modification of this permit.
UPLAND SPOIL DISPOSAL
16. All excavated materials will be confined above mean high water and landward of regularly or
irregularly flooded marsh behind adequate dikes or other retaining structures to prevent
spillover of solids into any marsh or surrounding waters.
17. The dike/back fill material/disposal area/disturbed areas will be properly graded and provided a
ground cover sufficient to restrain erosion within 30 working days of project completion.
18. The spoil disposal area must be inspected and approved by a representative of the Division of
Coastal Management prior to the commencement of any dredging activities.
19. The disposal area effluent will be contained by pipe, trough, or similar device to a point at or beyond
the mean low/normal water level to prevent gully erosion and unnecessary siltation.
20. The terminal end of the pipeline will be positioned at or greater than 50 feet from any part of the
dike and a maximum distance from spillways to allow settlement of suspended sediments.
21. A water control structure shall be adequately maintained at the intake end of the effluent pipe to
assure compliance with water quality standards.
22. The permitted activity will be conducted in such a manner as to prevent a significant increase in
turbidity outside of the area of construction or construction -related discharge. Increases such that the
turbidity in the waterbody is 25 NTU's or less in all saltwater classes are not considered significant.
/j

23. If the crossing of Coastal Wetlands with mechanized construction equipment us necessary to access the
spoil disposal island, temporary construction mats shall be utilized for the areas to be crossed.
The temporary mats shall be removed immediately upon completion of construction.
24. The authorized dredging project involves the removal of material from an area that is closed to
shellfishing. The effluent from the dredged material will discharge into open shellfish waters.
The discharge shall require a temporary shellfish closure around the dredge soil spillway pipe.
The Division of Environmental Health, Shellfish Sanitation Section shall be notified at least
one week prior to pumping, and also notified by phone at [phone], 24-hours prior to
pumping and upon completion of pumping.
25. Future development on the permittee's property may require a modification of this permit.
Contact a representative of this Division at [phone] prior to commencement of any
such activity for this determination.
26. This permit does not authorize any land disturbing activity at the disposal site. Should it be
determined that the dike walls need to be elevated to accommodate the proposed project, a
modification of this permit may be required.
ADDITIONAL CONDPTIONS
27. The permittee and his contractor shall schedule a pre -construction conference with the Division of
Coastal Management prior to the initiation of any dredging activities.
28. 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.
29. The permittee shall obtain any necessary authorizations or approvals from the US Army Corps of
Engineers prior to the initiation of any permitted activity. All conditions of the Federal approval shall
be adhered to.
30. The permittee and/or his contractor shall provide for proper storage and handling of all oils,
chemicals, hydraulic fluids, etc., necessary to carry out the project.
NOTE: The permittee is advised that the Division of Coastal Management shall regulate the removal of
existing sandbags and the placement of new sandbags in accordance with 15A NCAC 07H
.0308(a)(2)(F), or in accordance with any variances granted by the NC Coastal Resources Commission.
NOTE: This permit does not eliminate the need to obtain any other required state, local, or federal
authorizations.
NOTE: If materials of cultural significance, such as the remains of a beached shipwreck are encountered
during construction, work must move to another area and the Underwater Archaeology unit at 910 458-
9042 to determine the appropriate response procedures.

Howell, Jonathan
From: Dawn York <[e-mail]>
Sent: Friday, January 30, 2015 12:11 PM
To: Southerly, Chris
Cc: Crumbley, Tyler SAW; Huggett, Doug; Howell, Jonathan; Coats, Heather; Martin, Johnny;
Elkan, Peter; [e-mail]; Gledhill-earley, Renee
Subject: RE: Lockwood Folly River Habitat Restoration Project - Phase I Eastern Channel ER 14-2775
- cultural resource survey management summary
Attachments: Lockwoods Folly Jan 2015.pdf; Modified permit drawing with buffer.pdf
Great — thank you Chris for such a quick turnaround on your recommendations and determination. I really appreciate it
and have enjoyed working with you through this process.
I have a hard copy and cd of the full report and will provide to you early next week. In the meantime, please find
attached a digital copy of the full report.
As the Town has agreed to avoid the target we have developed a buffer around the target. Please find attached a revised
permit drawing illustrating the recommended buffer. The contractor will be instructed to avoid dredging within the
buffer area.
Please let me know if there is any additional information you may need,
Thank you,
Dawn
CL'W W YOY*/
Coastal Scientist/Project Manager
Dial Cordy and Associates Inc.
201 N. Front St., Ste 307
Wilmington, NC 28401
910.251.9790 (office)
910.612.1152 (cell)
From: Southerly, Chris fmailto:chris.southerlyancdcr.00v1
Sent: Friday, January 30, 2015 11:42 AM
To: Dawn York
Cc: Crumbley, Tyler SAW; Huggett, Doug; Howell, Jonathan; Coats, Heather
Subject: RE: Lockwood Folly River Habitat Restoration Project - Phase I Eastern Channel ER 14-2775 - cultural resource
survey management summary
Dawn,
The draft of the official letter responding to the management summary was sent yesterday into the system. Once
logged and processed by SHPO you should probably receive it sometime next week.
So you know, more or less, what to expect, UAB concurs with the conclusions/recommendations by Panam and provides
two comments.
/7

All project work must avoid identified target boundary by a minimum of 50 feet and if it can't be avoided it must
be ground-truthed and assessed prior to any disturbance.
• Caution notification of work on the beach about possibility of unknown beach wreck/fragment being exposed by
any heavy equipment used and need to notify UAB immediately if that happens for assessment.
If it is determined the target can't be avoided, UAB would be glad to assist with SOW requirements.
Let me know if you have any questions.
Chris
Chris Southerly
Assistant State Archaeologist
NC Underwater Archaeology Branch
910.458.9042x201
E-mail correspondence to and from this address
may be subject to North Carolina Public Records
From: Dawn York [mailto:dyorkedialcordv.com]
Sent: Wednesday, January 28, 2015 9:08 AM
To: Southerly, Chris
Cc: Gledhill-earley, Renee; Crumbley, Tyler SAW; Huggett, Doug; Howell, Jonathan; Coats, Heather
Subject: Lockwood Folly River Habitat Restoration Project - Phase I Eastern Channel ER 14-2775 - cultural resource
survey management summary
Good morning Chris— as we discussed yesterday, please find attached a management summary of the cultural resource
survey conducted by Panamerican and Dial Cordy and Associates 21 January 2015 for the subject project. As previously
agreed, the Town of Oak Island is willing to avoid the potentially significant target located in the NE edge of the Eastern
Channel proposed dredging template.
Please let me know if you need any additional information or would like to discuss further.
Thank you for your time and efforts in assisting us with this project,
Dawn
'DawwYorly
Coastal Scientist/Project Manager
Dial Cordy and Associates Inc.
201 N. Front St., Ste 307
Wilmington, NC 28401
910.251.9790 (office)
910.612.1152 (cell)

,_ ,a
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4.
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Howell, Jonathan
From: Southerly, Chris
Sent: Friday, January 30, 2015 11:42 AM
To: Dawn York
Cc: Crumbley, Tyler SAW; Huggett, Doug; Howell, Jonathan; Coats, Heather
Subject: RE: Lockwood Folly River Habitat Restoration Project - Phase I Eastern Channel ER 14-2775
- cultural resource survey management summary
Dawn,
The draft of the official letter responding to the management summary was sent yesterday into the system. Once
logged and processed by SHPO you should probably receive it sometime next week.
So you know, more or less, what to expect, UAB concurs with the conclusions/recommendations by Panam and provides
two comments.
All project work must avoid identified target boundary by a minimum of 50 feet and if it can't be avoided it must
be ground-truthed and assessed prior to any disturbance.
• Caution notification of work on the beach about possibility of unknown beach wreck/fragment being exposed by
any heavy equipment used and need to notify LAB immediately if that happens for assessment.
If it is determined the target can't be avoided, LAB would be glad to assist with SOW requirements.
Let me know if you have any questions.
Chris
Chris Southerly
Assistant State Archaeologist
NC Underwater Archaeology Branch
910.458.9042x201
---------------------
E-mail correspondence to and from this address
may be subject to North Carolina Public Records
From: Dawn York jmailto:dvork(cbdialcordy.coml
Sent: Wednesday, January 28, 2015 9:08 AM
To: Southerly, Chris
Cc: Gledhill-earley, Renee; Crumbley, Tyler SAW; Huggett, Doug; Howell, Jonathan; Coats, Heather
Subject: Lockwood Folly River Habitat Restoration Project - Phase I Eastern Channel ER 14-2775 - cultural resource
survey management summary
Good morning Chris— as we discussed yesterday, please find attached a management summary of the cultural resource
survey conducted by Panamerican and Dial Cordy and Associates 21 January 2015 for the subject project. As previously
agreed, the Town of Oak Island is willing to avoid the potentially significant target located in the NE edge of the Eastern
Channel proposed dredging template.
Please let me know if you need any additional information or would like to discuss further.
Thank you for yourtime and efforts in assisting us with this project,
Dawn
5

DawwYork.
Coastal Scientist/Project Manager
Dial Cordy and Associates Inc.
201 N. Front St., Ste 307
Wilmington, NC 28401
910.251.9790 (office)
910.612.1152 (cell)

NCDENR
North Carolina Department of Environment and Natural Resources
Pat McCrory John E. Skvarla, III
Governor Secretary
December 15, 2014
Dial Cordy & Associates Inc.
c/o Dawn York
201 N. Front St., Suite 307
Wilmington, NC 28401
Dear Ms. York:
The Division of Coastal Management hereby acknowledges receipt of your application, acting as agent for the
the Town of Oak Island, for State approval for the Lockwoods Folly River Habitat Restoration Project- Phase 1-
Eastern Channel, adjacent to the Atlantic Ocean and Lockwoods Folly Inlet, Oak Island, Brunswick County. It was
received as complete on 12/12/14 and appears to be adequate for processing at this time. The projected deadline for
making a decision is 2/27/15. 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.
If this agency does not render a permit decision within 70 days from 12/12/14, you may request a meeting with
the Director of the Division of Coastal Management and permit staff to discuss the status of your project. Such a
meeting will be held within five working days from the receipt of your written request and shall include the property
owner, developer, and project designer/consultant.
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 of 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.
An onsite inspection will be made, and if additional information is required, you will be contacted by the
appropriate State or Federal agency. Please contact me if you have any questions and notify me in writing if you wish to
receive a copy of my field report and/or comments from reviewing agencies.
Sincerely,
Walther Coats
Field Representative
Enclosure
cc: Jonathan Howell, DCM Donna Coleman, Town of Oak Island
Steve Foster, Town of Oak Island Tyler Crumbley, COE
127 Cardinal Drive Extension, Wilmington, North Carolina 28405
Phone: [phone] Internet: www.ncdenr.gov
M Equal Opportunity 1Mmna6re Acton Employer- Made in part by recycled paper

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Brunswick County
UC)MENTS ACCEPTED THRO)UGN Januay 20-15
APPLICANT: FOR MORE DETAILS CONTACT
THE LOCAL PERMIT OFFICER BELOW:
Dial Cordy & Associates, Inc. � NC Div. of Coastal Management
c/o Dawn York 127 Cardinal Dr. Ext.
201 N. Front St., Suite 601 Wilmington, NC 28405
Wilmington, NC 28401 Heather Coats, Field Representative
910-796-7270
For: Town of Oak Island

November 24, 2014
Town of Oak Island
4601 E. Oak Island Drive
Oak Island, North Carolina 28465
NC Division of Coastal Management
Wilmington Regional Office
127 Cardinal Drive Extension
Wilmington, NC 28405-3845
,OWN OF
Phone [phone]
Fax [phone]
Phone [phone]
Fax [phone]
Re: Authorized Agent Agreement
Lockwoods Folly River Habitat Restoration Project, Phase I — Eastern Channel
Town of Oak Island, Brunswick County
To Whom It May Concern:
This is to inform you that Dial Cordy and Associates Inc. has been approved by the Town of Oak
Island to act as the Authorized Agent for the above -referenced project. Dial Cordy and
Associates Inc. is authorized to act on behalf of the applicant on matters related to the NCDCM
Major Permit and related federal permits.
Please call me if you have any questions or need additional information.
Sincerely,
Steve Foster
Town Manager, Town of Oak Island
RECEIVED
DCM WILMINGTON, NC
�0 2 6 2014
4601 E. Oak Island Drive • Oak Island, North Carolina 28465
Phone: [phone] • Fax: [phone] • Website: www.oakislandnc.com 5

SOWN "
24 November 2014
Mr. William, Shelley, Sr.
20612 Gleaning Court
Gaithersburg, MD 20882
Re: Town of Oak Island's Lockwoods Folly River Habitat Restoration Project
Phase 1 - Eastern Channel
North Caroline Division of Coastal Management (DCM) Major Permit Application
Notification
Mr. Shelley,
As an authorized agent of Oak Island, I would like to inform you of the Lockwoods Folly River
Habitat Restoration Project proposed to be constructed between mid -February 2015 and April
30, 2015. Your property located at 4825 West Beach Drive, Oak Island, NC 28465 is adjacent to
the proposed renourishment project. Detailed descript ions of the project as well as site maps are
included in the attached permit application package. Please review this information; if you have
project comments or concerns, please notify the DCM in writing within 30 days of receipt of this
notice. Contact information for the DCM Wilmington Regional coordinator for this project is
Heather Coats at [e-mail] or by calling [phone]. Having been notified
by Certified Mail, a silent response is considered the same as no objection.
Thank you,
Steve Foster,
Town Manager
Town of Oak Island
RECEIVED
DCM WILMINGTON, NC
NOV 2 6 2014
4601 E. Oak Island Drive • Oak Island, North Carolina 28465
Phone: [phone] • Fax: [phone] • Website: www.oakislandnc.com _1

"huu lmv 0--
24 November 2014
Mr. Robert Buysse
720 Gimghoul Road
Chapel Hill, NC 27514
Re: Town of Oak Island's Lockwoods Folly River Habitat Restoration Project
Phase 1 - Eastern Channel
North Caroline Division of Coastal Management (DCM) Major Permit Application
Notification
Mr. Buysse,
As an authorized agent of Oak Island, I would like to inform you of the Lockwoods Folly River
Habitat Restoration Project proposed to be constructed between mid -February 2015 and April
30, 2015. Your property located at 5423 West Beach Drive, Oak Island, NC 28465 is adjacent to
the proposed renourishment project. Detailed descript ions of the project as well as site maps are
included in the attached permit application package. Please review this information; if you have
project comments or concerns, please notify the DCM in writing within 30 days of receipt of this
notice. Contact information for the DCM Wilmington Regional coordinator for this project is
Heather Coats at [e-mail] or by calling [phone]. Having been notified
by Certified Mail, a silent response is considered the same as no objection.
Thank you,
Steve Foster,
Town Manager
Town of Oak Island
RECEIVED
DCM WILMINGTON, NC
NOV 2 6 2014
4601 E. Oak Island Drive • Oak Island, North Carolina 28465
Phone: [phone] • Fax: [phone] • Website: www.oakislandnc.com

24 November 2014
Mr. Thomas Cooley
2223 Croyden Road
Charlotte, NC 28207
Re: Town of Oak Island's Lockwoods Folly River Habitat Restoration Project
Phase 1 - Eastern Channel
North Caroline Division of Coastal Management (DCM) Major Permit Application
Notification
Mr. Cooley,
As an authorized agent of Oak Island, I would like to inform you of the Lockwoods Folly River
Habitat Restoration Project proposed to be constructed between mid -February 2015 and April
30, 2015. Your property located at 6909 West Beach Drive, Oak Island, NC 28465 is adjacent to
the proposed renourishment project. Detailed descript ions of the project as well as site maps are
included in the attached permit application package. Please review this information; if you have
project comments or concerns, please notify the DCM in writing within 30 days of receipt of this
notice. Contact information for the DCM Wilmington Regional coordinator for this project is
Heather Coats at [e-mail] or by calling [phone]. Having been notified
by Certified Mail, a silent response is considered the same as no objection.
Thank you,
/ , , � Y L/
Steve Foster,
Town Manager
Town of Oak Island
RECEIVED
DCM WILMINGTON, NC
NOV 2 6 2014
4601 E. Oak Island Drive • Oak Island, North Carolina 28465
Phone: [phone] • Fax: [phone] • Website: www.oakislandnc.com

1ON'N OF
24 November 2014
Mr. Lloyd Bumgarner
1010 Cranes Creek Road
Cameron, NC 28326
Re: Town of Oak Island's Lockwoods Folly River Habitat Restoration Project
Phase 1 - Eastern Channel
North Caroline Division of Coastal Management (DCM) Major Permit Application
Notification
Mr. Bumgamer,
As an authorized agent of Oak Island, I would like to inform you of the Lockwoods Folly River
Habitat Restoration Project proposed to be constructed between mid -February 2015 and April
30, 2015. Your property located at 6903 West Beach Drive, Oak Island, NC 28465 is adjacent to
the proposed renourishment project. Detailed descript ions of the project as well as site maps are
included in the attached permit application package. Please review this information; if you have
project comments or concerns, please notify the DCM in writing within 30 days of receipt of this
notice. Contact information for the DCM Wilmington Regional coordinator for this project is
Heather Coats at heather. coats@ncdenr .gov or by calling [phone]. Having been notified
by Certified Mail, a silent response is considered the same as no objection.
Thank you,
Steve Foster,
Town Manager
Town of Oak Island
RECEIVED
DCM WILMINGTON, NC
NOV 2 6 2014
4601 E. Oak Island Drive • Oak Island, North Carolina 28465
Phone: [phone] • Fax: [phone] • Website: www.oakislandnc.com /,

December 10,2014
Dear Customer:
The following is the proof -of -delivery for tracking number 772098185124.
Delivery Information:
Status: Delivered Delivered to: Residence
Signed for by: M.BUMGARDENER Delivery location: 1010 CRANES CREEK
ROAD
CAMERON, NC 28326
Service type: Fed Ex Priority Overnight Delivery date: Dec 5, 2014 14:29
Special Handling: Deliver Weekday
Residential Delivery
Shipping Information:
Tracking number:
Recipient:
Lloyd Bumgamer
1010 Cranes Creek Road
CAMERON, NC 28326 US
Adult Signature Required
772098185124 Ship date:
Weight:
Thank you for choosing FedEx.
Dec 4, 2014
1.0 Ibs/0.5 kg
Shipper.
Maria Waddell
DIAL CORDY AND ASSOCIATES INC
201 N Front St. Suite 307
Wilmington, NC 28401 US
RECEIVED
DCM WILMINGTON, NC
DEC 1 12014

FWA
ACDETIR
North Carolina Department of Environment and Natural Resources
Pat McCrory
Governor
December 2, 2014
Sent via E-Mail
Dial Cordy & Associates Inc.
c/o Dawn York
201 N Front St, Suite 307
Wilmington, NC 28401
Email: [e-mail]
John E. Skvatla, III
Secretary
RE: Permit Application —Town of Oak Island- Lockwoods Folly River Habitat Restoration Project
Dear Dawn:
On November 26, 2014, we received your CAMA Major Permit Application, acting as
agent for the Town of Oak Island for authorization to dredge Eastern Channel, located adjacent to
the Lockwoods Folly Inlet, in Oak Island, Brunswick County. However, your application lacks
information necessary for complete processing. The attached checklist indicates the deficiencies of
your application. If you respond within three working days from the date of this E-mail, processing
of your application will promptly continue and will not be placed on hold. If you are not able to
respond within three days, your application will not be accepted as complete for processing.
Additional information may be required pending further review by the fifteen (15) review agencies.
If you have any questions, please feel free to call me at my Wilmington office (910) 796-
WZK,I
Sincerely,
Heather Coats
Field Representative
Attachments
cc: Debra Wilson, DCM
Jonathan Howell, DCM
RECEIVED
DCM WILMINGTON, NC
1601 Mail Service Center, Raleigh, North Carolina 27699-1601
Phone: [phone] \ Internet: www.nodenr,gov NOV 2 6 2014
An Equal Opportunity \ Affirmative Action Employer —Made in part by recycled paper

CHECKLIST OF ADDITIONAL INFORMATION AND RECOMMENDATIONS FOR
PROCESSING APPLICATION
On the MP-1 form, please correct the following fields:
• 3.a. should indicate the Lumber River basin
• 4.b. describes 31.5 acres of proposed beach fill- yet figures given elsewhere seem to
indicate 32.8 acres of fill. Please check and confirm this entry.
• 4.m. indicates there are no wetlands on site, yet there are coastal wetlands adjacent to
Eastern Channel.
• 61.. only lists 3 adjacent riparian property owners- when 4 adjacent riparian property
owners should be listed and notified. Additionally, please submit certified mail
receipts and/or signed green cards to show proof of adjacent riparian property owner
notification.
2. On the MP-2 form, please complete or correct the following fields:
• Add the length and width of the proposed channel dredging in the table
• Please submit a letter of acceptance for the use of Sheep Island as an authorized
disposal site.
3. Please submit a complete signed and dated AEC Hazard Notice. A completed notice is
attached- please have Mr. Foster initial and date next to the long-term erosion rate, 100-year
storm recession calculation and flood elevations.
4. Please include more details on the design and dimensions of the proposed channel
excavation in your narrative. Additionally, the plans appear to show insufficient capacity
within the diked disposal site. Is additional work proposed to increase capacity? If so, this
work should be shown on the plans. If not, please explain how material will be adequately
contained. Additionally, vibracore 9 was only taken to -14' NAVD 88, yet dredging appears
to be proposed to -15' NAVD in this area. Please note that per 07H .0312(4)(a), sediment
excavation depths for all borrow sites shall not exceed the maximum depth of core at each
coring location" and that excavation may need to be limited to -14' in this area.
5. Please ensure your plans show all the following features: mean high water (MHW) and
mean low water (MLW) lines, waterward limits of coastal wetlands, existing structures
(including docks and sandbags), existing dunes, names of all adjacent riparian property
owners outside the project limits. Sheet 22 should also include the existing sandbags and
proposed work relative to the bags. Please adjust the weight of the MHW line on Sheet 3 so
it is distinguishable from the other lines. Please also identify water depths/elevations on the
contour lines shown on Sheet 6 (Dredging Plan 1 of 7) Please ensure the scale indicated on
plans is accurate for the sheet size. Again, plans appear to show that there is insufficient
capacity within the diked area at Sheep Island to adequately contain the proposed dredged
material. Details of the water control structure and both pipe locations should also be shown
on the spoil site plans. Please contact me to set up a site visit to the spoil site. It is also
suggested that plans be enlarged to 11" x 17" sheets and aerial imagery be included on
channel dredging plans in order to better read them.
RECEIVED
DCM WILMINGTON, NC
NOV 2 6 2014
/5

DIAL CORDY
AND ASSOCIATES INC
Enuironmenrul COI)SUIrUN3
November 24, 2014
Ms. Heather Coats
N.C. Division of Coastal Management (NCDCM)
127 Cardinal Drive Extension Phone [phone]
Wilmington, NC 28405-3845 Fax [phone]
Re: NCDCM Major Permit Application
Lockwoods Folly River Habitat Restoration Project, Phase 1 — Eastern Channel
Town of Oak Island, Brunswick County
Dear Ms. Coats:
Please find enclosed the NCDCM Major Permit application for the above referenced project.
The permit package includes NCDCM Forms MP-1 and MP-2, additional information
attachments, appendices, copies of riparian notifications, and project permit drawings. Also
included with the application is a check for $475.00.
Your staffs earliest review for completeness would be greatly appreciated. Please call me if
you have any questions or need additional information.
Sincerely,
DIAL CORDY AND ASSOCIATES INC
�rk
Project Manager
Enclosures
cc: Steve Foster, Town Manager, Oak Island
Tyler Crumbley, Corps of Engineers, Wilmington District
Johnny Martin, Moffatt & Nichol
RECEIVED
THr Alcacl MN Buimm; • Surr 307.201 NORTH Fnosr STRUT • WILMINGmN, Noarx C,RouNA 28401 DCM WILMINGTON, NC
910-251-9'% • C\Y 910-251-9409. 61 1AII. info�
J:,awro r.IDE Buu% FWRIDA • Hous • om, Fu1RIDA - T,MrA, ftmn) . NOV 2 6 2014

F1
DIAL CORDY AND ASSOCIATES INC.
Environmental Consultants
201 N. Front Street, Suite 307 LETTER OF TRANSMITTAL
Wilmington, NC 28401
910-251-9790 Fax [phone]
TO: Heather Coats
NCDCM
127 Cardinal Drive Extension
Wilminaton, INC 28405
DATE: 11/25/14
PROJ. NO. 14-1311
WE ARE SENDING YOU: ® Enclosed ❑ Under separate cover via _ the following:
❑ Shop drawings ❑ Prints ❑ Tracings ❑ Contract documents
❑ Copy of correspondence ❑ Change order ❑ Samples ® NCDCM Me or Permit Application
COPIES
DATE
DWG. NO.
DESCRIPTION
1
11/25/14
1 digital copy of the CAMA Major Permit Application plus Appendices
1
11/25/14
1 hard copy of the CAMA Ma'or Permit Application plus Appendices
THESE ARE TRANSMITTED as checked below:
❑ For review and concurrence ® For distribution and agency review ❑ Resubmit copies for review
❑ For your information ❑ Returned for corrections ❑ Submit copies for distribution
® As requested ❑ Prints returned after loan to us ❑ Return corrected prints
❑ No exception taken may be used as submitted ❑ Exceptions as noted may be used subject to comments
REMARKS:
Heather — please find enclosed one printed hard copy and one cd containing pdfs of the following documents for your review: MP-1
MP-2, MP-1 Narrative and Appendices, AEC Hazard Notice, Adjacent Waterfront Property letters and a check for $475. Please let
me know if you need any additional information. Once you deem the application complete we will print 27 hard copies and cds for
your use and distribution. Please note that we did not print the appendices to the Draft Biological Assessment as they were
duplicative of the appendices to the MP-1 Narrative.
Thank you so much for your help and patience. Please call me anytime with questions or to discuss further.
Dawn York
RECEIVED
If enclosures are not noted, please advise us at once. ned TON, NC
NOV 2 6 Z014

NCDEENR
North Carolina Department of Environment and Natural Resources
Pat McCrory,
Governor
John E. Skvarla, III
Secretary
December 16, 2014
[e-mail]
2 Pages
Star News
Legal Advertisement Section
Post Office Box 840
Wilmington, North Carolina 28402
Re: Division of Coastal Management Major Public Notice:
• Todd Suratt / Ph II Ocean Dunes Place, Brunswick Co.
• Town of Oak Island, Brunswick Co.
• Sunset & Southside Dock Associations, New Hanover Co.
Kyle & Heather: Please publish the attached Notice in the Wednesday, December 18, 2014 issue.
The State Office of Budget & Management requires an original Affidavit of Publication prior to
payment for newspaper advertising. Please send the original affidavit and invoice for payment to Shaun
Simpson at the NC Divison of Coastal Management, 127 Cardinal Drive Extension, Wilmington, NC 28405,
910-796-7226. Paying by Credit Card (number on file with Elsa Lawrence, Ref acct # 796-7215).
Please send a copy of the credit card receipt to me.
Thank you for your assistance in this matter. If you should have any questions, please contact me at our
Wilmington office.
Sincerely,,
Shaun K. Simpson
Permit Assistance & Custo Service
Division of Coastal Management
cc: WiRO
Jonathan Howell - MHC DCM
Tyler Crumbley - USACE
Michele Walker- DCM
127 Cardinal Drive Ext., Wilmington, NC 28405
Phone: [phone] FAX: [phone] Intemet: www.nocoastalmanagement.net
An Equal Oppcounity l Affinna6ve Action Employer ��

NOTICE OF FILING OF
APPLICATION FOR CAMA MAJOR
DEVELOPMENT PERMIT
The Department of Environment and Natural Resources hereby gives public notice as required by NCGS
113A-119(b) that the following applications for development permits in an Area of Environmental Concern as
designated under the CAMA., were submitted for the following, adjacent to the Atlantic Ocean in Brunswick
County: On December 1, 2014, Todd Suratt proposed to construct three single-family dwellings at 126 SE
7P St., and 127 & 129 SE 76 Street, in Oak Island, and on December 11, 2014, the Town of Oak Island
proposed dredging of Eastern Channel for beach nourishment, adjacent to the 5100 - 5700 & 6000 - 6900
blocks of W. Beach Drive. On December 5, 2014, in New Hanover County, Sunset and Southside Dock
Associations proposed to replace an existing shared docking facility at 705 & 709 Waynick Blvd, adjacent to
Banks Channel, in Wrightsville Beach. Copies of these 3 applications may be examined or copied at the
offices of Heather Coats (for Brunswick Co.), or Robb Maus (for New Hanover Co.), N.C. Dept. of
Environment & Natural Resources, Division of Coastal Management, 127 Cardinal Drive Ext., Wilmington,
North Carolina 28405, (910-796-7425) during normal business hours.
Comments mailed to Braxton C. Davis, Director, Division of Coastal Management, 400 Commerce
Avenue, Morehead City, NC 28557-3421, prior to January 8, 2015 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 these matters will be provided upon written request.

Q� MAJOR PERMIT FEE SCHEDULE
U Town of Oak Is (LF Habitat) / $475 / Brunswick County
DCM %
DWQ %
Development Type
Fee
14300160143510009316256253
2430016024351000952341
I. Private, non-commercial development that does
not involve the filling or excavation of any
wetlands or open water areas:
$250
100%
$250
0%
$0
II. Public or commercial development that does
not involve the filling or excavation of any
etlands or open water areas:
$400
100%
$400
0° o
SO
I If. For development that involves the filling
and/or excavation of up to 1 acre of wetlands
and/or open water areas, determine if A,B, C,
r D below applies:
III(A). Private, non-commercial development, if
eneral Water Quality Certification No. 3490
See attached can be applied:
S250
100%
$250
0%
$0
III(B). Public or commercial development, if
General Water Quality Certification No. 3490
See attached can be lied:
S400
100%
$400
0%
SO
III(C). If General Water Quality Certification No.
90 (see attached) could be applied, but DCM
Taff determined that additional review and written
DWQ concurrence is needed because of
concerns related to water quality or aquatic life:
$400
1 60%
$240
40%
$160
III(D). If General Water Quality Certification No.
90 see attached cannot be applied:
$400
60%
$240
400/6
$160
IV. Development that involves the filling and/or
excavation of more than one acre of wetlands
-and/or open water areas:
$475
60%
$285
409/6
$190
u
qw
iJ

L�
DENR CAMA Daily Check
Date
Received
American Manne ConsWctlon INC (Chades Pen
Village of Bald Head Island
Allied Marine Contra_cto_rs LLC
Brum Meek, P.E.
town of Oak Island
v
z g
`2m
K
t.� (')
o 0m
00
zz
0
Name of Permit Holder
at Wagstaff
II
v
Check
Number
Check
amount
Permit Number/Comments
_
1731
$200.00 Klutz GP
ank 85738
$400,00 GP 64059D
_
._ 57163
$100.00 renewal fee, 208-86
_
$200.00 GP 64060D -
_6957
nk_ - 1409
$400.00 major fee, Waddell, BrCo
_
57857
$475.00 major fee, Town of OI, BrCo

DCM Coordinator: T
Permit #:his
or V-
DCM Field Offices
Elizabeth City
Morehead City
Washin on
mington I
MAILING DISTRIBUTION SHEET
(with revised work plan drawings)
US ACOE Offices:
Washington: Raleigh Bland
Wilmington: T y
Cultural Resources: Renee Gledhill -Early or (envi
Public Water Supply: [Williams (WIR
Joey White (WARO)
NC DOT: en Pace ^
Shellfish Sanitation: Fowl
State Property: im Walt
Water Resources: ei
John Hennessy (NC DOT)
Washington: Anthony Scarborough
Wilmington: Joanne Steenhuis — 401
b r-
Linda Lewis - Stormwater
Wildlife Resources: Dunn (WARD) ,
LPO:
Fax Distribution: Permitee
Agent #:_

3
DIVISION OF COASTAL MANAGEMENT
FIELD INVESTIGATION REPORT
APPLICANT'S NAME: Town of Oak Island, c/o Steve Foster
2. LOCATION OF PROJECT SITE: The project site is located within Eastern Channel and from the
5100-5700 blocks & 6000-6900 blocks of W. Beach Dr, Oak Island, Brunswick County.
Photo Index — 2006: 8-6160/ 8-6061 (Eastern Channel); 8-616 1 (Oceanfront)
2000: 8-68/8-69 (Eastern Channel); 8-68 (Oceanfront)
1998: 4-60/4-61 (Eastern Channel); 4-61 (Oceanfront)
State Plane Coordinates — GPS File: N/A
X:2233470 Y:61626
Lat:33°55'0.79"N Long:78°13'50.17"W
3. INVESTIGATION TYPE: CAMA / D&F
4. INVESTIGATIVE PROCEDURE: Dates of Site Visit — 12/2/14
Was Applicant Present — No
5. PROCESSING PROCEDURE: Application Received—12/11/14 (complete)
Office — Wilmington
6. SITE DESCRIPTION:
(A) Local Land Use Plan — Town of Oak Island
Classification From LUP — Developed
(B) AEC(s) Involved: OH, EW, PTA
(C) Water Dependent: Yes
(D) Intended Use: Public
(E) Wastewater Treatment: Existing —N/A
Planned - N/A
(F) Type of Structures: Existing — Commercial and Residential structures and
accessways
Planned — Channel dredging and beach fill project
(G) Estimated Annual Rate of Erosion: 2'/year Source —2011 LTAASCR Update
7. HABITAT DESCRIPTION:
[AREA]
DREDGED FILLED OTHER
(A) Vegetated Wetlands (coastal)
(B) Non -Vegetated Wetlands — (shallow
bottom)
22.6 acres
7.8 acres
(C) Other(Highground)
17 acres
(D) Total Area Disturbed: —47.4 acres
(E) Primary Nursery Area: No
(F) Water Classification: SA/SB Open: Yes
8. PROJECT SUMMARY: The applicant is proposing the dredging of Eastern Channel with a beach
nourishment project for a portion of the west end of Oak Island.

Town of Oak Island, Lockwoods Folly River Habitat Restoration Project, c/o Steve Foster
Page Two
9. PROJECT DESCRIPTION:
The project site is located at the west end of Oak Island, Brunswick County. To find the project site,
travel west on Oak Island Drive to Middleton Ave. Turn south on Middleton Ave and then turn right
on West Beach Drive. The dredge site extends from 57's Place West in Eastern Channel to the
Lockwoods Folly Inlet at the west end of the island. The beach fill portion of the project would
extend from the 5100-5700 block and from the 600-6900 block of West Beach Drive.
The Eastern Channel dredging portion of the project is adjacent to Sheep Island to the north,
residential properties to the south, Lockwoods Folly Inlet to the west, and Montgomery Slough to the
east. This beach fill project site is bordered by residential properties to the north, the Atlantic Ocean
to the south, Lockwoods Folly Inlet to the west and the beach strand to the east. The channel
dredging portion of the project is surrounded by tidal flats and coastal wetlands to the north and
south. Wetland vegetation adjacent to the channel consists primarily of Salt Marsh Cordgrass
(Spartina alternijlora). According to the applicant, current water depths within Eastern Channel
range from approximately -1' to -3' at Mean Low Water (MLW) or -4' to -6' NAVD88. Based on -
review of recent aerial photography, it appears the inlet to Eastern Channel has shifted north due to
the inflation of the inlet's flood shoal.
The long-term erosion rate in the project area is 2'/year, per the Division of Coastal Management's
2011 erosion rate maps. The 100-year storm recession line within the Ocean Erodible Area of
Environmental Concern (AEC) is predicted to be 325'. A portion of the project at the westernmost
extent is also located within the Inlet Hazard AEC.
The western extent of the beach fill project falls within an area that has recently been experiencing
accelerated erosion. Four general permits for sandbags were issued on May 21, 2014 to protect
threatened structures at 6615-6623 W. Beach Drive. The sandbag revetment was limited to a
maximum height of 6' and base width of 20', according to general permit conditions. The sandbags
were installed as permitted at the end of May and soon after subsided due to ongoing erosion,
leaving only the top row of sandbags exposed approximately 6-8' below the escarpment. State
Permit # 101-14 was issued by CRC variance on November 21, 2014 to allow for additional sandbags
to be installed at the greater height equal to the escarpment (El. I S.7') and at a base width of 30'. An
additional general permit for emergency sandbags was since issued for the next property to the east -
at 6613 W. Beach Drive. According to the contractor, installation of the additional sandbags was
scheduled to commence on December 10.
The waters of Eastern Channel are classified as SA, and the water of the Atlantic Ocean are
classified as SB by the NC Division of Water Quality. The NC Division of Marine Fisheries has
NOT designated either Eastern Channel or the Atlantic Ocean as a Primary Nursery Area, and the
waters of Eastern Channel are open to the harvesting of shellfish.

Town of Oak Island, Lockwoods Folly River Habitat Restoration Project, c/o Steve Foster
Page Three
PROPOSED PROJECT:
The applicant is proposing to dredge approximately 229,000 cubic yards of material from Eastern
Channel and to dispose of the approximately 201,800 cubic yards beach quality material along two
stretches of the beach at the west end of Oak Island. The remaining 27,200 (approximate volume) of
non -compatible dredged material located east of station 50+75 would be disposed of at Sheep Island
(AIW W Disposal Area No. 286). The channel would be dredged from the AIW W to station 18+00
at a depth of -15' NAVD88 with a channel base width of 100' and side slopes of 3H:IV. From
station 20+00 to station 25+00, the channel would transition to a channel width of 75' and a dredge
depth of -12' NAVD88 with a 3:1 side slope. Around station 35+00, the proposed dredge depth
increases again to -15' NAVD88, while maintaining a channel width of 75'. The channel would then
begin to taper to a channel width of 40' at station 41+00. Dredge depth would remain at -15'
NAVD88. Around station 48+00, the channel would transition to a dredge depth of-12' NAVD88.
Dredging of material to be used for beach fill would terminate at station 50+75. East of station
50+75, the channel would decrease to a dredge depth of -9' NAVD88. The channel would remain at
a base width of 40' with 3:1 side slopes until station 82+00, or at the bend in Eastern Channel at
Bluewater Point marina where the channel then connects with the AIW W in a north to south
direction. The channel along this stretch would be dredged at a base width of 50', a depth of -9'
NAVD88 and with 3:1 slide slopes.
The proposed beach fill area would measure approximately 2,900' in length at the site termed Reach
1, from the 6900 to 6000 block of West Beach Drive and approximately 1,500 linear feet would be
placed at Reach 2 (from the 5700 to 5100 block of West Beach Drive). As proposed, the project is
estimated to deposit an approximate net volume of 143,900 cubic yards of sand at Reach 1 and
37,700 cubic yards of material at Reach 2, after accounting for an anticipated net loss of around 10%
of the disposed volume. The berm is proposed at an elevation of+7' NAVD88, with the exception
of the part of the beach with the existing sandbags, at which a berm elevation of+10' NAVD 88 is
proposed. The berm width would range from 20' to 95' in width along Reach 1 and 20' to 40' in
width at Reach 2. Fill at a 20H:1 V slope would extend seaward to a design elevation of -7' to -8'
NAVD 88 (see Sheets 21- 28 for proposed beach profile plans).
Sediments collected via Vibracore samples were shown to have an overall Unified Soils
Classification System (USCS) designation of SP for the western part of the channel, which is
proposed for beach fill (vibracores 7, 22, 8, 9, 10, 11, 12, 17, 18). These cores were performed to
elevations ranging from -12.7' NAVD88 (vibracore 22) to -18.8' NAVD88 ( vibracore 8). Vibracore
9 was the only core taken that did not reach an elevation exceeding that of the proposed dredge depth
for that area. It reached an elevation of -14.0 NAVD88, while dredging in the vicinity is proposed at
-15' NAVD88. While the gravel component of three samples (vibracores 18, 17, & 11) marginally
exceeded the allowable percentage compared to the native beach, all three were within one percent
of the 5.36% threshold (6.31 %, 5.77%, & 6.64%, respectively- See Table 4 in the narrative) and the
overall mean of all samples falls well within the limits described in NCAC 07H .0312(3) (See Table
8 in the narrative). According to the plans, the proposed dredging would not result in the excavation
of any coastal wetlands, nor impacts to existing docking facilities.

Town of Oak Island, Lockwoods Folly River Habitat Restoration Project, c/o Steve Foster
Page Four
The applicant states that the diked area of Sheep Island has a current capacity of approximately
40,000 cubic yards. As proposed, approximately 27,200 cubic yards of material would be disposed
of within the diked area. The project would leave approximately 1' freeboard, as designed. (See
Sheet 20 for cross section details of proposed spoil disposal and Sheet 13 for the plan view of the
spoil site.) A letter of consent from the NC Department of Administration/State Property Office was
issued on December 3, 2014 authorizing use of Sheep Island -for this project.
10. ANTICIPATED IMPACTS
The proposed dredging would result in the excavation of approximately 6.3 acres of intertidal bottom
and approximately 16.3 acres of subtidal shallow bottom disturbance. Approximately 17 acres of
land would be filled above MHW (-103, 540 cubic yards) and 7.8 acres of beach fill would occur
below MHW (-78,060 cubic yards). The dredging and beach fill would result in temporary increases
in turbidity during construction. The applicant has stated they will likely need a month extension into
the standard moratorium in order to allow them adequate time to complete the project by April 30,
2014.
Submitted by: Heather Coats Date: December 15, 2014 Office: Wilmington

W®ENR
North Carolina Department of Environment and Natural Resources
Pat McCrory Donald R. van der Vaart
Governor Secretary
February 13, 2015
Town of Oak Island
4601 E. Oak Island Drive
Oak Island, N.C. 28465
Dear Sir or Madam:
The enclosed permit constitutes authorization under the Coastal Area Management Act, and where
applicable, the State Dredge and Fill Law, for you to proceed with your project proposal. The original (buff -
colored form) is retained by you and it must be available on site when the project is inspected for
compliance. Please sign both the original and the 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.
If you object to the permit or any of the conditions, you may request a hearing pursuant to NCGS
113A-121.1 or 113-229. Your petition for a hearing must be filed in accordance with NCGS Chapter 150B
with the Office of Administrative Hearings, 6714 Mail Service Center, Raleigh, NC 27611-6714, (919) 733-
2698 within twenty (20) days of this decision on your permit. You should also be aware that another
qualified party may submit an objection to the issuance of this permit within twenty (20) days.
The project plan 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 requires 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, or problem areas, you may contact
Department personnel at any time for assistance. By working in accordance with the permit, you will be
helping to protect our vitally important coastal resources.
Enclosure
Sincerely,
Douglas V. Huggett
Major Permits and Consistency Manager
400 Commerce Avenue, Morehead City, North Carolina 28557
Phone: [phone] FAX [phone]Internet: www.nccoastalmanagement.net
An Equal Opportunity/ Affirmative Action Employer

DIAL CORDY
AND ASSOCIATES INC
Enumminental Consultants
December 4, 2014
Ms. Heather Coats
N.C. Division of Coastal Management (NCDCM)
127 Cardinal Drive Extension Phone [phone]
Wilmington, NC 28405-3845 Fax [phone]
Re: NCDCM Major Permit Application — revised per 2 December 2014 letter
Lockwoods Folly River Habitat Restoration Project, Phase 1 — Eastern Channel
Town of Oak Island, Brunswick County
Dear Ms. Coats:
Please find enclosed the revised NCDCM Major Permit application for the above referenced
project per your requested edits as described in the 2 December 2014 letter. The permit
package includes NCDCM Forms MP-1 and MP-2, additional information attachments,
appendices, copies of riparian notifications, and project permit drawings. Also included with the
application is a check for $475.00.
Your staff's earliest review for completeness would be greatly appreciated. Please call me if
you have any questions or need additional information.
Sincerely,
DIAL CORDY AND ASSOCIATES INC
Dawn Yor
Project Manager
Enclosures
cc: Steve Foster, Town Manager, Oak Island
Tyler Crumbley, Corps of Engineers, Wilmington District
Johnny Martin, Moffatt & Nichol RECEIVED
JAN 0 7 2015
DCM-MHD Clly
THi. MuR(1Hmw BUILDING • $UIIE 307 • 201 NORTH FRONT STREET • u-I1 AUNGGTON, NORH CIROI.INA 28401
910-251-9790. 1x 910-251!9409 • &' I:dl, inWdixlcorderom
J•(.KtiONl ll iE BFA(1H. FLDRIDA • HOLL� OOD, FIORID• Tvir , hoRim

November 24, 2014
Town of Oak Island
4601 E. Oak Island Drive
Oak Island, North Carolina 28465
NC Division of Coastal Management
Wilmington Regional Office
127 Cardinal Drive Extension
Wilmington, NC 28405-3845
SOWN O£
Phone [phone]
Fax [phone]
Phone [phone]
Fax [phone]
Re: Authorized Agent Agreement
Lockwoods Folly River Habitat Restoration Project, Phase 1— Eastern Channel
Town of Oak Island, Brunswick County
To Whom It May Concern:
This is to inform you that Dial Cordy and Associates Inc. has been approved by the Town of Oak
Island to act as the Authorized Agent for the above -referenced project. Dial Cordy and
Associates Inc. is authorized to act on behalf of the applicant on matters related to the NCDCM
Major Permit and related federal permits.
Please call me if you have any questions or need additional information.
Sincerely,
Steve Foster
Town Manager, Town of Oak Island
RECEIVED
JAN 0 7 7019
DCM-MHD CITY
4601 E. Oak Island Drive • Oak Island, North Carolina 28465
Phone: [phone] • Fax: [phone] • Website: www.oakislandnc.com

UCM MP-1
APPLICATION for
Major Development Permit
(last revised 1227'06)
North Carolina DIVISION OF COASTAL MANAGEMENT
1. Primary Applicant/ Landowner Information
Project Name (if applicable)
Business Name
Lockwoods Folly River Habitat Restoration Project
Town Of Oak Island
Phase 1 - Eastern Channel
Applicant 1: First Name
MI
Last Name
Steve
Foster
Applicant 2: First Name
MI
Last Name
If additional applicants, please attach an additional page(s) with names listed.
Mailing Address
PO Box
City
State
4601 E. Oak Island Drive
Oak Island
NC
ZIP
Country
Phone No.
FAX No.
28465
USA
910 - 201- 8001 ext.
910.278 - 9558
Street Address (if different from above)
City
State
ZIP
Email
[e-mail]
2. Agent/ContractorInformation
Business Name
Dial Cordy And Associates Inc.
Agent/ Contractor 1: First Name
MI
Last Name
Dawn
M
York
Agent/ Contractor 2: First Name
MI
Last Name
Rahlff
Ingle
Mailing Address
PO Box
City
State
201 North Front Street, Suite 307
Wilmington
NC
ZIP
Phone No. 1
Phone No. 2
28401
910 - 251 - 9790 ext.
-
ext.
FAX No.
Contractor #
910 251 9409
Street Address (if different from above)
City
State
ZIP
Email
RECEIVED
[e-mail]
JAN 1114 LUb
DCM-K4HD CITY
252-808-2808 .. 7.888.4RCOAST .. www.ncconstalmanagement.net
j

Form DCM MP-1 (Page 2 of 7)
APPLICATION for
<Form continues on back>
Major Development Permit
RECEIVED
JAN 0 7 71
i,F`Np M+nP. N Iry
252-808-2808 :: 1-888-4RCOAST :: www.nccoastaimanagement.net

Form DCM MP-1 (Page 3 of 7)
APPLICATION for
Major Development Permit
3. Project Location
County (can be multiple)
Street Address
State Rd. #
Brunswick
5100 - 5700 West Beach Dr.; 6000 - 6900 West Beach Dr.
Ocean Drive
Subdivision Name
city
State
Zip
Oak Island
NC
28465 -
Phone No.
Lot No.(s) (If many, attach additional page with list)
- - ext.
I I ,
a. In which INC river basin is the project located?
b. Name of body of water nearest to proposed project
Lumber River basin
Eastern Channel and Atlantic Ocean
c. Is the water body identified in (b) above, natural or manmade?
d. Name the closest major water body to the proposed project site.
®Natural ❑Manmade []Unknown
Lockwoods Folly Inlet and Atlantic Ocean
e. Is proposed work within city limits or planning jurisdiction?
f. If applicable, list the planning jurisdiction or city limit the proposed
®Yes []No
work falls within.
Oak Island
4.
Site Description
a.
Total length of shoreline on the tract (ft.)
b. Size of entire tract (sq.ft.)
4,400 linear ft (0.8 mi) of oceanfront shoreline
approximately 1,372,500 sq. ft; 31.5 acres of proposed
beach fill
C.
Size of individual lot(s)
d. Approximate elevation of tract above NHW (normal high water) or
Not Applicable,
NWL (normal water level)
(If many lot sizes, please attach additional page with a list)
-7.8 to +10 feet NAVD88 ®NHW or ❑NW L
e.
Vegetation on tract
Approximately 0.6 acres of low vegetated foredunes are included within the beach placement area. This community type is
dominated by grasses, such as sea oats (Uniola paniculata), American beach grass (Ammophila breviligulata), seaside little
bluestem (Schizachyrium littorale), and other herbaceous species that are adapted to this highly dynamic and stressful
environment.
I.
Man-made features and uses now on tract
There are no man-made structures other than previously placed sandbags. The project area is publicly accessible
oceanfront shoreline used recreationally by visitors and residents.
g.
Identify and describe the existing land uses adiacent to the proposed project site.
Adjacent land uses include residential ownership, public access, and tourism related uses.
h.
How does local government zone the tract?
i. Is the proposed project consistent with the applicable zoning?
Public access and use adjacent to residential area zoned
(Attach zoning compliance certificate, if applicable)
R2.
®Yes ❑No ❑NA
j.
Is the proposed activity part of an urban waterfront redevelopment proposal? ❑Yes ®No
k.
Has a professional archaeological assessment been done for the tract? If yes, attach a copy. ❑Yes ®No ❑NA
If yes, by whom?
I.
Is the proposed project located in a National Registered Historic District or does it involve a ❑Yes ®No ❑NA
National Register listed or eligible property? RECEIVED
<Form continues on next page>
JAN 0 7 7015
D"-NIHM Iry
252-808.2808 .. 1.888.4RCOAST .. www.nccoastalmanagement.net

Form DCM MP-1 (Page 4 of 7)
APPLICATION for
Major Development Permit
m. (i) Are there wetlands on the site? ®Yes ❑No
(II) Are there coastal wetlands on the site? ®Yes ❑No
(III) If yes to either (i) or (ii) above, has a delineation been conducted? ❑Yes ®No
(Attach documentation, if available)
n. Describe existing wastewater treatment facilities.
All areas wastewater treatment is by a centralized sewer system that has been recently installed.
o. Describe existing drinking water supply source.
Water supply for Oak Island is provided by Brunswick County from well fields on NC 211 (groundwater) and from the Cape Fear
River (surface water). The Town maintains two small wells for emergency purposes.
rp. Describe existing storm water management or treatment systems.
The proposed Project would not result in new impervious areas requiring stormwater management and/or treatment
systems.
5. Activities and Impacts
a. Will the project be for commercial, public, or private use? []Commercial ®PubliGIGovemment
❑Private/Community
RECEIVED
JAN 0 7 2015
9.rm_rcnN� t'lTY
252-808-2808 .. 1-888-4RCOAST .. www.nccoastalmanagemont.net

Form DCM MP-1 (Page 5 of 7)
APPLICATION for
Major Development Permit
Give a brief description of purpose, use, and daily operations of the project when complete.
The purpose and need for the restoration project is driven by (1) commercial and recreational navigation requirements, (2)
estuarine & riverine water quality degradation, and (3) coastal erosion, which is currently rendering infrastructure vulnerable
and creating habitat loss for turtle nesting. Currently, the navigation of Eastern Channel, a natural channel, is limited to high
tides and many areas within the channel have severely shoaled to -4 It to -6 It NAVD. The connection of Eastern Channel at
Lockwood Folly Inlet is currently closed due to the migration of large sand shoal/spit. The proposed project will create a new
channel ranging from 40 to 100 feet wide connecting Eastern Channel to Lockwood Folly Inlet allowing safe navigation of
commercial and recreational vessels. Please note that a shallow channel (-2.5 ft to -5 ft NAVD) has recently formed in the
area planned for dredging.
The proposed action consists of dredging a channel with placement of beach compatible material on the beach at the West
end of the Town and placement of non -beach compatible material in the upland disposal area at Sheeps Island. A total of
229,000 cy of material will be excavated with approximately 201,800 cy of beach compatible material and 27,200 cy that will
be placed upland at Sheep Island. Excavations would be made by cutter head dredge and pumped via pipe to the beach or
upland disposal area.
Sediment would be spread via land -based equipment and shaped into a recreational beach between the existing toe of the
foredune and the low watermark. The beach fill will impact a total of 31.5 acres of beach and inshore area.
There will be two fill reaches of the project as illustrated in the permit drawings. Anticipating approximately 10% reduction of
volume of material (between what is dredged and ultimately placed on the beach), a total of 181,600 cy of material is
planned to be placed on the beach. The beach will include a flat berm at elevation +7.0 ft NAVD88 (based on a review of
numerous years of profile data for the existing berm elevation), extending seaward to a depth of (-)-7-8 ft NAVD88 on a 1:20
slope. A 20-ft wide dune with a crest elevation of +10.0 ft NAVD will be restored fronting the properties on west beach that
installed sandbags this year (6623, 6621, 6617, and 6615, West Beach Drive, Oak Island, NC).
Reach 1 extends from approximately the 6900 block of West Beach Drive to approximately 6000 block (2,900 feet). Along
this reach of shoreline, the project will contain -13 - 88 cubic yards (avg = 50) per linear foot (cy/ft) of beach fill, with a berm
width initially placed 20-95 feet (ft) wide (see attached drawings). A taper section -250 ft long will tie the main fill into the
natural shoreline at the ends of each reach. Lengths and volumes include the planned taper sections.
Reach 2 extends from approximately the 5700 block of West Beach Drive to approximately 5100 block (1,500 feet). Along
this reach of shoreline, the project will contain -25 - 35 cy/ft (drawing sections shown at worst case areas but avg = 25) of
beach fill, with a berm width initially placed 20-40 ft wide (see attached drawings). A taper section -250 ft long will tie the
main fill into the natural shoreline at the ends of each reach.
Sediment characteristics for the borrow area from recent borings are summarized in the narrative. Material placed on the
beach will be consistent with NCDCM sediment compatibility standards and will be visually monitored for sediment quality.
The Project would restore storm protection volumes and elevations and reduce potential storm damage to the sub -aerial
beach, protective berm, adjacent infrastructure, and coastal structures within the Project footprint. Once completed, public,
private, and commercial uses would continue including sunbathing, walking, wading, shelling, fossiling, fishing, etc.
c. Describe the proposed construction methodology, types of construction equipment to be used during construction, the number of each type
of equipment and where It is to be stored.
The proposed dredging of the navigation channel will be performed by a hydraulic cutter head dredge and conveyed to the
beach nourishment and upland disposal area via pipeline. The beach compatible material will be placed along the shoreline
as illustrated in the permit drawings. Only the profile above high water is controllable in beach nourishment construction;
intertidal and underwater portions of the profile will be subject to natural adjustment by waves.
Work will progress in sections within the proposed navigation channel from west to east and along the beach. The pumping
rate and construction duration will depend on the size of the dredge and pipeline used by the Contractor and duration may be
expected to be between 30 to 60 days.
Construction activities will involve movement of heavy equipment and pipe along the beaches. Once a section is complete,
piping and heavy equipment will be shifted to a new section and the process repeated. As soon as practicable, sections will
be graded and dressed to final slopes. Other than at temporary equipment staging areas, residents and visitors along the
project area will not experience significant disruption to recreational activities except within the immediate construction area.
Land -based equipment will be brought to the site over public roads and will enter the beach at existing beach access at the
western end of the island. Existing dunes and vegetation on the beach will be avoided and preserved; however, any
alteration of dune vegetation/topography necessary for equipment access will be repaired to pre -project conditions. Daily
equipment staging will be on the constructed beach seaward of the dune line. Construction contracts will provide for proper
storage and disposal of oils, chemicals, and hydraulic fluids (etc.) necessary for operation in accordance with state and
federal regulations.
RECEIVED
JAN 0 7 2015
252-808.2808 .. 1-888.4RCOAST ,. www.ncsprage in e nt. net
uUll X,

Form DCM MP-1 (Page 6 of 7)
APPLICATION for
Major Development Permit
The proposed project involves dredging and placement of 201,800 cy of beach -quality sand. Based on the project
experiences and communication with potential contractors the proposed dredge may range in size from 16 to 24 inch
hydraulic dredges. Production rates will depend on the size of plant used and may range from 3,200 cy/day (16 in) to 7,000
cy/day ( up to 10,000 cy/day) if the 24 in dredge were used. The average production per day varies widely according to
transportation distance and specifications of the project. It is anticipated the proposed construction will be accomplished in
approximately one to two months. The project is planned to bid out in mid December with construction start in mid February.
Given the current schedule, a request will be made to extend the routinely approved environmental window (November 16
through March 31) by an additional month (to April 29th 2015) to ensure adequate time and provide an additional buffer due
to any unforeseen events.
d. List all development activities you propose.
Dredging a channel with placement of beach compatible material on the beach. Non -compatible material will be placed in the
upland disposal area at Sheeps Island. A letter of consent was provided by the NC State Property Office 4 December 2014
and has been included in this application package.
e. Are the proposed activities maintenance of an existing project, new work, or both? new work
f. What is the approximate total disturbed land area resulting from the proposed project? - 53.3 ❑Sq.Ft or ®Acres
g. Will the proposed project encroach on any public easement, public accessway or other area ®Yes []No ❑NA
that the public has established use of?
h. Describe location and type of existing and proposed discharges to waters of the state.
A sand slurry mix would be pumped along the Project template in which diffusion plates will be used moderating discharge
velocity and direction therefore maximizing sand precipitation. Diverision rows of pushed sand will direct the slurry down the
beach supplementing additional sand deposition and minimizing potential swash zone turbidity effects.
i. Will wastewater or stormwater be discharged into a wetland? ❑Yes ®No ❑NA
If yes, will this discharged water be of the same salinity as the receiving water? ❑Yes []No []NA
j. Is there any mitigation proposed? ❑Yes ®No ❑NA
If yes, attach a mitigation proposal.
<Form continues on back>
6. Additional Information
In addition to this completed application form, (MP-1) the following items below, if applicable, must be submitted in order for the application
package to be complete. Items (a) - (t) are shvays applicable to any major development application. Please consult the application
instruction booklet on how to properly prepare the required items below.
a. A project narrative.
I . An accurate, dated work plat (including plan view and cross -sectional drawings) drawn to scale. Please give the present status of the
proposed project. Is any portion already complete? If previously authorized work, clearly indicate on maps, plats, drawings to distinguish
between work completed and proposed.
c. A site or location map that is sufficiently detailed to guide agency personnel unfamiliar with the area to the site.
d. A copy of the deed (with state application only) or other instrument under which the applicant claims title to the affected properties.
e. The appropriate application fee. Check or money order made payable to DENR.
RECEIVED
JAN 0 7 1015
DCM-MHD CITY
252-808.2808 :: 1-888-4RCOAST :: www.necoastalmanagement.net

Form DCM MP-1 (Page 7 of 7)
APPLICATION for
Major Development Permit
I. 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.
Name Mr. Lloyd Bumgarner Phone No. None found
Address 1010 Cranes Creek Rd., Cameron, NC 28326
Name Mr. Thomas M. Cooley Phone No. None found
Address 2223 Croydon Rd., Charlotte, NC 28207
Name Mr. Robert Buysse Phone No None found
Address 720 Gimghoul Rd., Chapel Hill, NC 27514 `See attached page for full list
g. A list of previous state or federal permits issued for work on the project tract. Include permit numbers, permittee, and issuing dates.
General Permit #s 63904-63907. Issued 21 May 2014.
h. Signed consultant or agent authorization farm, if applicable.
1. Wetland delineation, if necessary.
j. A signed AEC hazard notice for projects in oceanfront and inlet areas. (Must be signed by property owner)
k. A statement of compliance with the N.C. Environmental Policy Act (N.C.G.S. 113A 1-10). if necessary. If the project involves expenditure
of public funds or use of public lands, attach a statement documenting compliance with the North Carolina Environmental Policy Act.
1 7. Certification and Permission to Enter on Land
I understand that any permit issued in response to this application will allow only the development cescnbed in the application.
The project will be subject to the conditions and restrictions contained in the permit.
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.
Date 25 November 2014 Print Name Steve Foster
Signature L
Please indicate application attachments pertaining to your proposed project.
®DCM MP-2 Excavation and Fill Information ❑DCM MP-5 Bridges and Culverts
❑DCM MP-3 Upland Development
❑DCM MP-4 Structures Information
RECEIVED
BAN 0 7 2015
DCM-MHD CITY
252.808-2808 :: 1-888-4RCOAST :: www.nccoastaimanagement.net

Form DCM-MP1
f. List of names of adjacent waterfront property owners.
Name: William Shelley, Sr
Address: 20612 Gleaning Court, Gaithersburg, MD 20882
Name: Robert Buysse
Address: 720 Gimghoul Road, Chapel Hill, NC 27514
Name: Thomas Cooley
Address: 2223 Croyden Road, Charlotte, NC 28207
APPLICATION for
Major Development Permit
Phone: [phone]
Phone: [phone]
INI .T7S-4WOO cIGIM-1:Yb7
Name: Lloyd Bumgarner Phone: [phone]
Address: 1010 Cranes Creek Road, Cameron, NC 28326
RECEIVED
JAN 0 7 2015
DCM-MHD CITY

Form DCM MP-2
EXCAVATION and FILL
(Except for 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. Please include all supplemental information.
Describe below the purpose of proposed excavation and/or fill activities. All values should be given in feet.
Access
Other
Channel
Canal
Boat Basin
Boat Ramp
Rock Groin
Rock
(excluding
(NLW or
Breakwater
shoreline
NWL)
stabilization
Length
9,234'
NIA
N/A
N/A
N/A
N/A
4,400'
Width
40-100'
325'
Avg. Existing
-4.0' NAVD88
NA
NA
-2.0' NAVD
Depth
Final Project
-9.0 to -15.0
NA
NA
+7.0' NAVD &
Depth
NAVD88
Below
11. EXCAVATION ❑This section not applicable
material to be excavated from below NH W or
cubic yards.
229,000 cy from Eastern Channel (201,800 cy of beach compatible
material and 27,200 cy to be placed in Sheep Island CDF)
c. (i) Does the area to be excavated include coastal wellands/marsh d.
(CW), submerged aquatic vegetation (SAV), shell bottom (SB),
or other wetlands (WL)? If any boxes are checked, provide the
number of square feet affected.
❑CW ❑SAV ❑SB
OWL ®None
(ii) Describe the purpose of the excavation in these areas:
Improved Navigation Maintenance and Water Duality for Eastern
Channel
material to be excavated.
Medium Sand and Silts and Clays (See Attached Project
Narrative)
High -ground excavation in cubic yards.
None
2. DISPOSAL OF EXCAVATED MATERIAL ❑This section not applicable
a. Location of disposal area. b. Dimensions of disposal area.
Oceanfront Shoreline - western Oak Island (beach 4,400' Long x 325' wide- Avg. Berm Width= 51'
compatible sand) & Sheep Island (very fine sands, silts and
clays)
c. (1) Do you claim titre to disposal area?
[]Yes ®No ❑NA
(11) If no, attach a letter granting permission from the owner.
(1) Does the disposal area include any coastal wetlands/marsh
(CW), submerged aquatic vegetation (SAV), shell bottom (SB),
or other wetlands (WL)? If any boxes are checked, provide the
number of square feet affected.
❑CW ❑SAV ❑SB _
OWL ®None
d. (i) Will a disposal area be available for future maintenance?
®Yes []No []NA
(ii) If yes, where?
Along entire length of project placement area as needed
for maintenance & replacement as well as Sheep Island
for uncompatible material
f. (1) Does the disposal include any area in the water?
®Yes []No []NA
(11) If yes, how much water area is affected?
17 Acres below MHW 7.8 Acres below MLW
JAN 0 7 2015
252-808-2808 :: 1.888-4RCOAST :: www.nccoastaimanagement.net 9'??O-MH9 AIN revised: 12/26/06
/`

Form DCM MP-2 (Excavation and Fill, Page 2 of 3)
(ii) Describe the purpose of disposal in these areas:
Shore Protection
3. SHORELINE STABILIZATION ❑This section not applicable
(if development is a wood groin, use MP-4 — Structures)
a. Tvoe of shoreline stabilization: b. Length: 4400'
❑Bulkhead ❑Riprap ❑Breakwater/Sill ®Other: Beach
Nourishment
c. Average distance waterward of NHW or NWL: exiling to proposed
MHW —108.5'
e. Type of stabilization material:
Medium Sand
g. Number of square feet of fill to be placed below water level.
Bulkhead backfill Riprap _
Breakwater/Sill _ Other 339,700 sg ft below MLW
743,000 so It Below MHW
i. Source of fill material.
Eastern Channel - see permit drawing.
Width: 325'
d. Maximum distance waterward of NHW or NWL: existing to
proposed MLW - 73.3'
f. (i) Has there been shoreline erosion during preceding 12
months?
®Yes ❑No ❑NA
(ii) If yes, state amount of erosion and source of erosion amount
information.
There are a number of vulnerable homes along the west end of
Oak Island, as 2013-2014 winter storms and subsequent
erosion have necessitated the installation of sandbags to
prevent loss of these homes. A series of escarpments (6 to 8
feet in height) have formed along this reach of shoreline that
limit sea turtle nesting habitat.
h. Type of fill material.
beach compatible sand (poorly sorted fine sand with median grain
size of 0.31 mm)
4. OTHER FILL ACTIVITIES ❑This section not applicable
(Excluding Shoreline Stabilization)
a. 0) Will fill material be brought to the site? ®Yes [--]No ❑NA b. (1) Will fill material be placed in coastal wetlands/marsh (CW),
If yes,
(ill Amount of material to be placed in the water 25,620 CY
below MLW 78,060 CY Below MHW
(III) Dimensions of fill area 4,400' Long by 325' Wide
(iv) Purpose of fill
Shoreline and Infrastructure Protection, Improvement of
sea turtle nesting habitat
submerged aquatic vegetation (SAV), shell bottom (SB), or
other wetlands (WL)? If any boxes are checked, provide the
number of square feet affected.
❑CW ❑$AV _ [ISO
OWL ®None
(ii) Describe the purpose of the fill in these areas:
NA
PF(-,FI\/FF)
JAM A 7 717115
5. GENERAL
a. How will excavated or fill material be kept on site and erosion b. What type of construction equipment will be used (e.g., dragline,
controlled? backhce, or hydraulic dredge)?
See Attached Project Narrative hydraulic cutter head dredge, 24-inch pipeline to convey material
from borrow area to placement area
c. (i) Will navigational aids be required as a result of the project? d. (i) Will wetlands be crossed in transporting equipment to project
❑Yes ®No ❑NA site? [-]Yes ®No ❑NA
(11) If yes, explain what type and how they will be implemented. (ii) If yes, explain steps that will be taken to avoid or minimize
NA environmental impacts.
252-808-2808 :: 1.888-4RCOAST :: www.nccoastalmanagement.net revised: 12126106

Form DCM MP-2 (Excavation and Fill, Page 3 of 3)
NA
25 November 2014
Date
Lockwoods Folly River Habitat Restoration Project, Phase 1 -
Eastem Channel
Project Name
Steve Foster, Town Manager of Oak Island
Applicant Na
Applican Signal
RECEIVED
JAN 0 7 2015
Bela?-MH5 61TY
252-808.2808 :: 1-888.4RCOAST :: www.nccoastalmanagement.net revised: 12/26/06
i

0
North Carolina
Department of Administration
Pat McCrory, Governor
Bill Daughtridge, Jr., Secretary
December 1, 2014
Dawn York
Dial Cordy and Associates, Inc.
201 N. Front Street, Suite 307
Wilmington,NC 28401
RE: Letter of Consent from Underlying Property Owner
Town of Oak Island— Lockwoods Folly River Habitat Restoration Project
USACE Disposal Area 286 — Sheep Island
To Whom It May Concern:
State Property Office
This letter of consent has been requested for permission to use United State Army Corps of Engineers (USACE) Dredge
Disposal Area 286. The Dial Cordy and Associates firm is authorized by the Town of Oak Island to act as agent for the
Town seeking permission for the disposal of±27,200 cubic yards of dredge material into USACE Disposal Area 4286. The
proposed Lockwood Folly River Habitat Restoration Project includes dredging which will create a new channel 100' wide
connecting Eastern Channel to Lockwood Folly inlet; placement of compatible dredge material on the beach at the west end
of the Town and the placement of non -beach compatible material in Disposal Area 286 (Sheep Island).
As a requirement of this Consent for the disposal of±27,200 cubic yards of dredge material into USACE Disposal Area
#286, the applicant shall obtain permission from the United States Army Corps of Engineers who possess the easement
rights for USACE Disposal Area 286. As underlying property owner, The State of North Carolina grants permission to use
USACE Disposal Area 286 in strict accordance with USACE and CAMA permits.
TGW/jmw
State of North Carolina
State Property Office
Timothy G. Walton
General Real Estate Manager
RECEIVED
JAN 0 7 1015
DCM-MHD CITY
Melling Address: Telephone (919) 907i850 Location:
1321 Mail Service Center Fax [phone] West Jones Street
Raleigh, N.C. 27699-1321 State Courier #52-71-78 Raleigh, North Carolina
An Equal Opportunity / Affirmative Action Employer
Web: hitp://"w.ncspo.org

North Carolina Division of Coastal Management
Major Permit Application
Lockwoods Folly River Habitat Restoration Project
Phase 1 — Eastern Channel
Oak Island, Brunswick County, North Carolina
November 24, 2014
Proposed by:
Town of Oak Island
Brunswick County, North Carolina
Prepared for:
North Carolina Department of Environment & Natural Resources
Division of Coastal Management
127 Cardinal Drive Extension
Wilmington, North Carolina 28405
Prepared by:
Dial Cordy and Associates Inc. ]RECEIVED
201 N. Front St., Suite 307 JAN 0 7 2015
Wilmington, North Carolina 28401
DCM-MHD CITY
-Is

TABLE OF CONTENTS
Page
LIST OF FIGURES......................................................................................................................III
LISTOF TABLES.........................................................................................................................III
1.0 INTRODUCTION................................................................................................................1
1.1 Background....................................................................................................................1
1.2 Authorization...................................................................................................................1
1.3 Purpose and Need..........................................................................................................4
2.0 DESCRIPTION OF THE PROPOSED ACTION................................................................8
2.1 Project Design................................................................................................................8
2.1.1 Historical Sedimentation Patterns..................................................................................8
2.1.2 Basis of Design of the Proposed Channel....................................................................13
2.1.3 Predicted Performance.................................................................................................13
2.2 Methods of Construction...............................................................................................14
2.3 Construction Schedule.................................................................................................20
2.4 Sediment Compatibility.................................................................................................22
2.4.1 Native Beach Sediment................................................................................................22
2.4.2 Proposed Dredged Sediment.......................................................................................22
2.5 Alternative Designs and Analysis.................................................................................31
3.0 CULTURAL RESOURCES..............................................................................................33
4.0 PROPOSED CONSERVATION MEASURES..................................................................34
5.0 COMPLIANCE WITH BRUNSWICK COUNTY AND CAMA LAND USE PLAN...............37
6.0 COMPLIANCE WITH THE N.C. ENVIRONMENTAL POLICY ACT.................................37
7.0 CONSTRUCTION EASEMENTS.....................................................................................37
8.0 REFERENCES.................................................................................................................37
APPENDIX A Pre -Application Agency Meeting Minutes
APPENDIX B Pipeline Drawing
APPENDIX C Permit Drawings
APPENDIX D Vibracore Logs
APPENDIX E Draft Biological Assessment
APPENDIX F Eastern Channel Project Update Memo
APPENDIX G Draft Essential Fish Habitat Assessment
ATTACHMENT 1 DCM MP — 1 Application
ATTACHMENT 2 DCM MP-2 Excavation and Fill
RECEIVED
JAN 0 7 20L
DCM-MMD CITY
NCDCM Major Permit Application Dial Cordy and Associates Inc.
Phase 1 — Eastern Channel November 2014

LIST OF FIGURES
Page
Figure 1.
Vicinity and Location Map.............................................................................................2
Figure 2.
Proposed Dredging and Sand Placement Areas - Phase 1..........................................3
Figure 3.
Aerial Photograph Depicting Bisecting Channel through Shoal....................................5
Figure 4.
Map of Reach 1 — West End Nourishment Plan.........................................................10
Figure 5.
Map of Reach 1 — East End Nourishment Plan..........................................................11
Figure 6.
Map of Reach 2 — Nourishment Plan..........................................................................12
Figure 7.
Example of Eastern Channel Dredging Area Site Plan (1 of 7)..................................15
Figure 8.
Eastern Channel Dredging Area Typical Section.......................................................16
Figure 9.
Oak Island Fill Template. Typ.....................................................................................17
Figure 10.
Sheep Island Disposal Plan......................................................................................18
Figure 11.
Sheep Island Fill Section..........................................................................................19
Figure 12.
Native Beach Sediment Samples.............................................................................23
Figure 13.
Vibracore Locations and Proposed Dredge Depths.................................................25
Figure 14.
Eastern Channel Alignment Options.........................................................................32
LIST OF TABLES
Page
Table 1. Preliminary reach length and nourishment fill volume...................................................9
Table 2. Native beach sediment characterization and NCDCM rule..........................................24
Table 3. Native beach sediment statistics..................................................................................24
Table 4. Sediment characteristics of material proposed for placement on Oak Island..............26
Table 5. Sediment characteristics of material proposed for placement on Sheep Island upland
disposalarea................................................................................................................27
Table 6. Sediment statistics of material proposed for placement on Oak Island.......................28
Table 7. Sediment statistics of material proposed for placement on Sheep Island upland
disposalarea................................................................................................................29
Table 8. Composite sediment characteristics of proposed beach fill compared to native
sediment.......................................................................................................................30
Table 9. Composite sediment statistics of proposed beach fill compared to native sediment ... 30
NCDCM Major Permit Application Dial Cordy and Associates Inc.
Phase 1 — Eastern Channel RECEIVED November 2014
01 1AN 0 7 1015
DCM-MHO CITY /J

LIST OF PHOTOGRAPHS
Page
Photograph 1. View of sandbags installed on the western shoreline of Oak Island....................6
Photograph 2. View of escarpment on the western shoreline of Oak Island...............................7
Photograph 3. View of water control structure within Sheep Island Disposal Site.....................20
Photograph 4. View of outfall pipe structure at Sheep Island Disposal Site..............................20
NCDCM Major Permit Application
Phase 1 — Eastern Channel
IV
RECEIVED
JAN 0 7 2015
D6M-MHB CITY
Dial Cordy and Associates Inc.
November 2014

1.0 INTRODUCTION
1.1 Background
The Brunswick County Board of Commissioners and the United States Army Corps of
Engineers (USACE), Wilmington District have been considering and planning the Lower
Lockwoods Folly River Habitat Restoration Project for over 30 years (Figure 1). The overall
goals of the restoration project are to:
(1) Maintain the economic viability of tourism, the largest industry of Brunswick County (the
County) and the Town of Oak Island (the Town), and
(2) Preserve the environmental, cultural, and aquatic resources of the County and the Town by
providing improved navigation and water quality within the Eastern Channel while beneficially
using the dredged material (specifically to protect vulnerable infrastructure) to the maximum
extent practicable.
In 2009, the Brunswick County Board of Commissioners in collaboration with the Southeast
Brunswick Conservancy conducted a feasibility study focused on the need for navigation
improvements and the secondary environmental benefit of improved flushing within the
Lockwoods Folly River habitat. The portion of Eastern Channel which leads from Lockwoods
Folly Inlet to Montgomery Slough and the Davis Canal have both shoaled over time, altering the
estuarine hydrodynamics and the aquatic habitat of tidal creeks at the southern extent of the
Lockwoods Folly River. As evidenced in historical photographs dating back to 1938, there has
been periodic formation of marginal channels bisecting the flood shoal at Lockwoods Folly Inlet
and continuous sedimentation and migration of those channels (see Appendix A — Pre -
Application Agency Meeting Minutes).
The Lower Lockwoods Folly River Habitat Restoration Project, as envisioned by the County,
consists of two phases to improve the flushing and circulation in the lower Lockwoods Folly
River and to improve navigation in the Eastern Channel. Phase 1 includes improvement of
navigation of Eastern Channel via dredging and the beneficial use of beach -compatible dredged
material to nourish the western oceanfront shoreline of Oak Island to the maximum extent
feasible (Figure 2). Nonbeach-compatible material will be placed within an existing confined
disposal area on Sheep Island (Figure 2). Phase 2 includes improved flushing of the Galloway
Flats area. The project will be similar to the Section 206 project proposed by the USACE and
described in the Section 206 Preliminary Restoration Plan (July 2003). This USACE plan
sought funding in that year; however, Congress did not provide funding for environmental
projects.
RECEIVED
1.2 Authorization JAN 0 7 1015
DCM-MHD CITY
Beach nourishment permitting requires state and federal actions mandating review through the
Rivers and Harbors Act Section 10 and the Clean Water Act Section 404. These state North
Carolina Division of Coastal Management (NCDCM) and federal permitting actions
NCDCM Major Permit Application Dial Cordy and Associates Inc.
Phase 1 — Eastern Channel November 2014

•io
ilL\'w°/
0
r
c
b , y
VICINITY MAP
ATLANTIC OCEAN
LOCATION MAP
mur. n.u� wuew000rour H�ert�iieamw�Twx nee..ro m. e�uxewca couxn, w.ntx c�nar.� nrte�nne axs.
PIq.IECT p1EDGtlIG OF FA6IEIIN CNAMM0.
VICINITY ANO LOCATION MAP �
n.�rw wwwPn 28
mrvum Br •wrm.w�0. a.m xweiewxeu
Figure 1. Vicinity and Location Map
NCDCM Major Permit Application
Phase 1 — Eastern Channel
2
Dial Cordy and Associates Inc.
November 2014

axur�nn� lncltw000afgLY I ffAT REBTOMTIDR aMYPMCD /CR` MIIIMWICR ccuxx, MORTR c�Roulu 9[r�nnL
sRaccr oRmciw: w e MN CRMR KEY IMP Z
a nw- wvow�m a`
nsnwm er Row�n�wcro� an-.nornnam�• 2!
Figure 2. Proposed Dredging and Sand Placement Areas - Phase 1
NCDCM Major Permit Application
Phase 1 — Eastern Channel
Dial Cordy and Associates Inc.
November 2014

including the USACE's Section 404 authorization. Existing information for the proposed project
area is contained within several ongoing studies and previously issued USACE General
Revaluation Report and Draft Environmental Impact Statement for the Brunswick County
Beaches, Coastal Storm Damage Reduction Project. General Permit #s 63904-63907 were
issued for approximately 250 linear feet of sandbags protecting four (4) homes on 21 May 2014.
These same property owners applied for a major permit to install more sandbags in excess of
the 6-ft height and 20-ft base width allowable under current rules (personal communication,
Heather Coats, NCDCM, 17 November 2014).
As the Project Area is adjacent to Lockwoods Folly Inlet, project authorization at Lockwoods
Folly Inlet consists of a 12 feet (ft) deep (MLW — 15 ft deep NAVD) by 150 ft wide channel from
the deep water of the Atlantic Ocean to the intersection of the Atlantic Intracoastal Waterway
(AIWW) and a channel 6 ft deep by 100 ft wide from the intersection of the AIWW, extending
north within the banks of the Lockwoods Folly River and terminating at the NC State Highway
211 bridge. The USACE Wilmington District currently conducts maintenance dredging of the
inlet to 8 ft MLW within the outer part of the channel.
For this project, the USACE and NCDCM are acting as cooperating agencies in the analyses
required by the National Environmental Policy Act (NEPA). These federal permitting actions
trigger the development of Biological and Essential Fish Habitat Assessments. These
supplemental documents will be used by the USACE for consultation purposes with the United
States Fish and Wildlife Service (USFWS) and the National Marine Fisheries Service (NMFS).
1.3 Purpose and Need
The purpose and need for the restoration project is driven by (1) commercial and recreational
navigation requirements, (2) estuarine and riverine water quality degradation, and (3) coastal
oceanfront erosion, which is currently rendering infrastructure vulnerable and causing habitat
loss for sea turtle nesting.
Currently, navigation of Eastern Channel (a natural channel) is limited to high tides, and many
areas within the channel have severely shoaled to -4' to -6' North American Vertical Datum
(NAVD) which is equivalent to -1' to -3' MLW. The connection of Eastern Channel at
Lockwoods Folly Inlet is currently closed due to the migration of a large sand shoal/spit. Phase
1 will create a new 100-ft wide channel connecting Eastern Channel to Lockwoods Folly Inlet,
which will allow the safe navigation of commercial and recreational vessels (Figure 2). A
shallow channel has recently formed in the proposed dredge area and is visible in the February
2014 aerial photograph (Figure 3). This channel location has been observed in many historical
aerial photographs as well (Appendix A). The flood shoal experiences heavy recreational use
by boaters for congregating and swimming.
Water quality has long been a concern of the Town. Nutrient and fecal levels have spiked in
Davis Creek, a tributary of Eastern Channel. Eastern Channel itself is designated as impaired
waters and has a surface water classification SA/HQW (Town of Oak Island, 2009 CAMA Land
Use Plan Update). The Town has recently invested over $177 million in a sewer system to limit
further water quality degradation into receiving waters. As documented by the North Carolina
Division of Water Quality (NCDWQ), fecal coliform data between 2008 and 2010 at the Davis
Canal Monitoring Station was above state standards for shellfish and swimming uses.
NCDCM Major Permit Application
Phase 1 — Eastern Channel
RECEIVED
Dial Cordy and Associates Inc.
November 2014
JAN 0 7 2015
PC W-WHR PITY

Figure 3. Aerial Photograph Depicting Bisecting Channel through Shoal
NCDCM Major Permit Application
Phase 1 — Eastern Channel
Dial Cordy and Associates Inc.
November 2014

Improvements to navigation in Eastern Channel will result in additional tidal flushing, which will
improve water quality conditions.
Loss of property is another concern of the Town of Oak Island. A number of homes along the
west end of Oak Island are now vulnerable to damage. The 2013-2014 winter storms and
subsequent erosion have necessitated the installation of sandbags to prevent loss of these
homes (Photograph 1). A series of escarpments (6- to 8-ft-high) have formed along this reach
of shoreline and limit sea turtle nesting (Photograph 2).
The NCDCM permitted approximately 250 linear feet of sandbags protecting four (4) homes on
21 May 2014 (personal communication, Heather Coats, NCDCM, 17 November 2014). The four
(4) property owners applied for a major permit to install additional sandbags in excess of the 6-ft
height and 20-ft base width allowable under current rules. The Coastal Resources Commission
(CRC) granted a variance request on 19 November 2014. Homeowners will construct sandbag
protection with a maximum base width of 30-feet. Homeowners will be allowed to maintain the
bags at the height of the erosion escarpment since additional sand loss on the beach after the
installation caused the sandbags to drop approximately 6 — 8 feet below the escarpment behind
the bags (personal communication, Heather Coats, NCDCM, 24 November 2014).
Photograpl
Photo taken 28 August 2014.
RECEIVED
JAN 0 7 2M
DCM•MHD CITY
NCDCM Major Permit Application Dial Cordy and Associates Inc.
Phase 1 — Eastern Channel November 2014

Photograph 2. View of escarpment on the western shoreline of Oak Island.
Photo taken 28 August 2014.
In summary, Phase 1 will accomplish the following:
Dredging Eastern Channel will yield approximately 201,800 cubic yards (cy) of beach -
compatible material that will be placed on the western beaches of Oak Island (Figures 2 and 3)
to protect existing infrastructure and provide suitable turtle nesting habitat.
Restore estuarine habitat surrounding the Eastern Channel of the Lockwoods Folly River
and improve water quality conditions within the Montgomery Slough (currently listed as
an impaired water body) (CAMA Land Use Plan 2009);
Provide a safe channel for both commercial and recreational navigation for shallow draft
vessels; and
Provide protection of infrastructure on the western oceanfront shoreline of Oak Island
while maintaining tax revenues to the Town, County, and state.
RECEIVED
JAN 0 7 2015
DCV-INOI i f.ITy
NCDCM Major Permit Application Dial Cordy and Associates Inc.
Phase 1 — Eastern Channel November 2014

2.0 DESCRIPTION OF THE PROPOSED ACTION
2.1 Project Design
As a basis of design for the proposed navigation channel, Moffatt & Nichol: (a) reviewed
historical data and prior investigations to qualitatively assess historical sedimentation patterns
and channel stability, (b) sized the channel cross-section using empirical methods, and (c)
quantified the expected shoaling rates and patterns using empirical methods and review of
model investigations by others.
2.1.1 Historical Sedimentation Patterns
As documented by prior investigation [Coastal Science and Engineering (CSE) 2009] and
illustrated in the aerial photographs from 1938 to 2014, there has been episodic formation and
subsequent shoaling of bisecting channels through the flood shoal at Lockwoods Folly Inlet and
the ebb shoal of Eastern Channel (Appendix A). Historically, there has been significant
migration and periodic closing of the Eastern Channel. The presence, size, and orientation of
the channels have varied significantly from a channel parallel and adjacent to the backside of
Oak Island, through the flood shoal in the proposed location to parallel to Sheep Island. In
1978, a pilot channel was dredged parallel to Sheep Island; within five years the channel had
migrated south and by 1986 it followed an alignment similar to that which is currently proposed.
The Eastern Channel shifted to an east — west orientation parallel to the backside of Oak Island
by 1996. From 1996 to 2013, the Eastern Channel followed that orientation with periodic
shoaling and channel closure.
Within the past year, as illustrated in the 2014 aerial photograph (Figure 3), a spit has formed
from Oak Island parallel to the Shallotte Inlet channel, effectively closing the Eastern Channel
(orientation due west). The proposed channel dredging alignment follows the recently formed
shallow channel as described above.
The proposed action consists of dredging a new channel within Eastern Channel and placing
compatible dredged material on the beach at the west end of Oak Island while placing non -
compatible material in the upland disposal area on Sheep Island. A total of approximately
229,000 cy of material will be excavated including approximately 201,800 cy of beach -
compatible material for Oak Island and 27,200 cy non -compatible material for Sheep Island.
Excavations would be made by cutterhead pipeline dredge and material would be pumped via
pipeline to the beach or upland disposal area (see details of the pipeline in Appendix B —
Pipeline Drawing). The pipeline is located 22-feet west of the centerline of 57`" West Beach Dr.
Public Works Director, John Michaux, will provide guidance to exact location to agencies
(personal communication, John Michaux, Town of Oak Island, 17 November 2014). A letter of
consent for the disposal of non -compatible material into Sheep Island (Disposal Area #286 was
received from the NC State Property Office 4 December 2014. A copy of the letter is provided
in the CAMA Major Permit Application package.
Sediment would be distributed via land -based equipment and shaped into a recreational beach
between the existing toe of the foredune and the low watermark. The beach fill will impact a
total of 22.4 acres of intertidal and dry beach area.
NCDCM Major Permit Application
Phase 1 — Eastern Channel
Dial Cordy and Associates Inc.
RECEIVED November 2014
JAN 0 7 1015
DQM•MHD CITY

There will be two fill reaches on Oak Island as identified in Table 1 and illustrated in Figures 4,
5, and 6. Additional detailed permit drawings are provided in Appendix C. Anficipating an
approximate 10% reduction of volume of material (between what is dredged and ultimately
placed on the beach), a total of 181,600 cy of material is planned to be placed on the beach.
The beach will include a flat berm at elevation +7.0 ft NAVD88 (based on a review of numerous
years of profile data for the existing berm elevation), extending seaward to a depth of
approximately -7-8 ft NAVD88 on a 1:20 slope. A 20-ft-wide dune with a crest elevation of
+10.0 ft NAVD will be restored fronting the west beach properties that installed sandbags this
year (6623, 6621, 6617, and 6615 West Beach Drive, Oak Island, NC) (General Permits 63904-
63907).
Reach 1 extends from approximately the 6900 block of West Beach Drive to approximately the
6000 block (2,900 ft) (Figures 4 and 5). Along this reach of shoreline, the project will contain
-13 to 88 cy [average (avg) = 50] per linear ft of beach fill with a berm width initially placed at 20
to 95 ft. A -250-ft long taper section will tie the main fill into the natural shoreline at the ends of
each reach. Lengths and volumes include the planned taper sections.
Reach 2 extends from approximately the 5700 block of West Beach Drive to approximately the
5100 block (1,500 ft) (Figure 6). Along this reach of shoreline, the project will contain -25 to 35
cy/ft (avg = 25) of beach fill with a berm width initially placed 20 to 40 ft. A -250-ft long taper
section will tie the main fill into the natural shoreline at the ends of each reach.
Sediment characteristics for the borrow area from recent borings are summarized below in
Section 2.4. Material placed on the beach will be consistent with the NCDCM sediment
compatibility standards (15A NCAC 07H .0312) and will be continuously visually monitored for
sediment quality during construction and immediately after.
Table 1. Preliminary reach length and nourishment fill volume
Nourishment
Reach
Project
Approximate
Average
Unit Fill
Reach
Reach
Length (ft)
Station
Geographic
Volume
Volume
Location
c Ift
(cy)
676+06
69`h Place W to
OI - Reach 1
2,900
to
60th Place W
49.6
143,900
647+06
633+44
57'h Place W to
OI - Reach 2
1,500
to
51'r Place W
25.1
37,700
618+44
'Reach length includes 250-ft taper section at the beginning and each end of reach.
2Unit fill volume calculations include taper sections. RECEIVED
JAN 0 7 20b
eCM,MNA CITY
NCDCM Major Permit Application Dial Cordy and Associates Inc.
Phase 1 - Eastern Channel November 2014
1�)

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PRWECTOREWINO "SMANCNGNNEL - 4
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Figure 4. Map of Reach 1 — West End Nourishment Plan
NCDCM Major Permit Application
Phase 1 — Eastern Channel
10
Dial Cordy and Associates Inc.
November 2014
U�

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Figure 5. Map of Reach 1 — East End Nourishment Plan
NCDCM Major Permit Application
Phase 1 — Eastern Channel
11
Dial Gordy and Associates Inc.
November 2014
1;\

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Figure 6. Map of Reach 2 - Nourishment Plan
NCDCM Major Permit Application
Phase 1 - Eastern Channel
12
Dial Cordy and Associates Inc.
November 2014
,A

2.1.2 Basis of Design of the Proposed Channel
CSE (2009) conducted field measurements of tidal water levels, discharges, and current speeds
at selected locations in the Lockwood's Folly inlet system, including the main inlet channel, the
Eastern Channel, and in the AIWW. From these measurements, they reported the Eastern
Channel maximum flood current velocity to be 2.3 ft/second (sec) and the maximum ebb current
velocity to be 3.3 ft/sec. CSE (2009) reported the Lockwood's Follow inlet flood tidal prism at
475 million cubic feet, with approximately 77.6 million cubic feet tidal prism assigned to the
Eastern Channel.
If the Eastern Channel is considered as a tidal inlet, the equilibrium cross -sectional channel
area (Ac) can be calculated for the reported tidal prism (P) using empirical relationships. The
empirical relationship determined by Jarrett (1976) for Atlantic Coast inlets is:
Ac _ (7.75 x 10$) pi.05
For the Eastern Channel's reported tidal prism of 77.6 million cubic feet, the corresponding Ac =
1,492 square feet. Using O'Brien's (1966) empirical calculations for the all inlets (including
those with jetties), the corresponding Ac = 2,000 square feet.
Currently near the west end of the Eastern Channel adjacent to Lockwood Folly Inlet, the
channel has shoaled in, with an existing cross -sectional area of 250 — 400 square feet. The
proposed channel cross -sectional area is 2,150 square feet. Along the reach of the main
channel south of Sheep Island, the average cross -sectional area is currently 850 square feet
with a proposed cross -sectional area of approximately 1,750 square feet.
The proposed channel is designed at the entrance (from Station 0+00 to station 18+00) to be
cut to -15 ft NAVD with a base width of 100 ft and side slopes of 3:1 (H:V). The proposed
channel cross-section will narrow to 75 ft at station 25+00 and maintain this width to station
40+00; the channel base width is proposed to be 40ft at station 41+00 eastward. The proposed
base elevation and depth varies as illustrated in the permit drawings with a more shallow
channel (-9 ft NAVD) proposed east of station 50+75 where dredged material will be transported
to the upland disposal site.
2.1.3 Predicted Performance
In support of the proposed Holden Beach East End Shore Protection Project, Applied
Management and Technology (ATM) (2013) developed and applied a hydrodynamic and
sediment model to evaluate alternative scenarios for managing the Lockwood Folly Inlet system.
An alternative simulating the dredging of Eastern Channel was presented with a northwest
orientation parallel to Sheep Island. Based on the modeling, it was concluded that the relocated
Eastern Channel would maintain its depth, the increased tidal prism may allow for improved
water quality and it will not have a significant effect on the adjacent shorelines. The model also
illustrated what practically would be expected that if the proposed Eastern Channel was
dredged parallel and adjacent to the backside of Oak Island (east - west) it would shoal much
more quickly than if it were oriented to the northwest.
NCDCM Major Permit Application
Phase 1 — Eastern Channel
13 RECEIVED
Dial Cordy and Associates Inc.
November 2014
JAN 0 7 20t
DCM-MHD 0TV

Moffatt & Nichol employed an empirical method developed by Eysink (1983) to estimate the
sedimentation rate for the proposed channel. Following the Eysink method, sedimentation rate
is a function of the rate of tidal exchange, settling time, sediment concentration and fall velocity.
Tidal exchange is estimated as a function of the tidal prism, horizontal eddies from discharge
and density driven currents. Employing this method, the mouth of the channel (station 0+00 to
25+00) is expected to shoal in within 1 to 4 years; further to the east of station 25+00, the
proposed channel is estimated to shoal within 3 to 6 years.
The proposed channel is not anticipated to have significant effects on the shoaling patterns
within Lockwood Folly Inlet.
2.2 Methods of Construction
The proposed dredging of Eastern Channel will be performed by a cutterhead pipeline dredge
and conveyed to the beach placement areas via pipeline (Figures 7 and 8). It is expected that
the contractor will use floating pipeline that will daylight onto the beach for the western sections
of placement. For the eastern areas, the Town has an existing easement and a 24- inch (in)
reinforced concrete pipeline existing within the Town's easement (Appendix B) which crosses
underneath the beach road near the marina. It is expected that this corridor will be used for the
pipeline placement for the eastern sections of the project. The beach -compatible material will
be placed along the shoreline as illustrated in the permit drawings (see Appendix C). Only the
profile above high water is controllable in beach nourishment construction; intertidal and
underwater portions of the profile will be subject to natural adjustment by waves (Figure 9).
Construction will progress in sections within the proposed dredging area and along the beach
from west to east (Figure 2). The pumping rate and construction duration will depend on the
size of the dredge and pipeline used by the dredging, but is expected to be between 30 and 60
days.
Incompatible material will be placed in Sheep Island last (Figures 10 and 11). Sheep Island has
a capacity of approximately 40,000 cy. The proposed dredge material (27,200 cy) will be
graded such that a minimum of 1 ft will be maintained between the crest of the existing dike and
the proposed fill adjacent to the dike. It should be noted that the crest elevation around the
perimeter of the disposal area varies; around the perimeter the crest is typically 22 ft NAVD to
24 ft NAVD, with the exception of the vicinity of the outlet structure. Near the outlet structure,
the crest elevation is approximately 20 ft NAVD along length of approximately 50 linear feet of
the dike rising up to 21 ft NAVD over a length of approximately 275 linear feet. The crest
elevation of the dike could be raised to a minimum of 22 ft NAVD in order to increase the
capacity of the disposal area to 40,000 cy (at El 21 ft NAVD88).
A letter of consent from the NC State Property Office was provided 4 December 2014 and is
included in the CAMA Major Permit application package. Photographs 3 and 4 below depict the
water control structure and pipe location within the spoil site.
Construction activities will involve movement of heavy equipment and pipe along the beaches.
Once a section is complete, piping and heavy equipment will be shifted to a new section and the
process repeated. As soon as practicable, sections will be graded and dressed to final slopes
(Figure 9). Other than at temporary equipment staging areas and within the immediate.
NCDCM Major Permit Application RECEiVEoDial Cordy and Associates Inc.
Phase 1 — Eastern Channel November 2014
14 1AN 0 7 1015
9eW-MHD CITY

r
�y
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1+00 - 3+OD _ - 10+00 '
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t: BATIYMETPoC CONTOUR5 9 OWN BASED ON 50RMEY5 PERFORMED By _
L FFCCEND, 4wYNAMIC5 IN . Y 2011.
2. PROPOSED DREOCE DEPtNS AS SHOWN ON SHEETS 11 TNRU 19 1NT1t
`ARRACORE LOCATION ALLOWABLE 2 FOOT OKROILEOOE OF BEACH FlLL MATERIAL. NO -.
ALLOWABLE ONER MGE FROM 5TATON 2"00 TO 5TATON 29+50.
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T
PNOMDCT ONOf ONN6 OREDOIN0ILAN
�nnmwewwMwRnn,naNcxa. wrc AIN9tARAl. - _._:
Figure 7. Example of Eastern Channel Dredging Area Site Plan (1 of 7)
NCDCM Major Permit Application
Phase 1 — Eastern Channel
15
Dial Cordy and Associates Inc.
November 2014

O D
3 = m
3 � m
L v <
20
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arw: wro.an 28
naa�am er Now4rt�xcsw acre. xomewsv
Figure 8. Eastern Channel Dredging Area Typical Section
NCDCM Major Permit Application
Phase 1 — Eastern Channel
16
Dial Cordy and Associates Inc.
November 2014

671+01 PROFILE
30
30
673+53 PROFILE
_--_--_-- - ------_ -
JO
20
.. _ _
20
—EXISTING GRADE
ep
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-----20
—SO —20 —30 1 1 a 1 1 1 1 1 1 A 0 —30
0+00 1+00 2+00 3+00 4+00 5+00 8+00 0+00 1+00 2+00 3+00 4+00 5+00 6+00
DISTANCE (FEET) DISTANCE (FEET)
NMEcl nrtn EOCNW000 FOLLY HABITAT NNTON11TION Ai[➢MCD MO 6RIJH W KCOIMTY.NONTNCA NA WT, nR[ 7
FROJECT OREDOINO OF EASTERN CHAMMIS.
NOURISHMENT SECTIONS I OF 6 21
"RA,
Aacrµcn er NowAnANena 0+/C Novatas�� ie
Figure 9. Oak Island Fill Template, Typ
NCDCM Major Permit Application
Phase 1 — Eastern Channel
17
Dial Cordy and Associates Inc.
November 2014

—
�P USRNC 30'E CUP OUTLET
-1NV EL = 3.57
EXISTNG NAIF
CIRCLE CMP RISER
TOP EL 15.75
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m 28A IS k TO cy. PROPOSED VOLINE a
MATERIAL i0 BE PLACED IS 27.200 cy. Q
i PMAfCI n)f[ LOCKWOOOB PoLLY HABITAT REBTCRANN aM)AMD lLW' BI111NSWICNCWNTV. MORTH CAROIJNn 9YFf 11BC 7,3
NOW DWOSAL AMA DD.20B PLAN IF
Figure 10. Sheep Island Disposal Plan
NCDCM Major Permit Application
Phase 1 — Eastern Channel
13
Dial Cordy and Associates Inc.
November 2014

SHEEP ISLAND FILL SECTION M
SHEEP ISLAND FILL SECTION N
40
- - -
40
40
- -
40
.-.
EXISTNG GRADE
, PROPOSED FlLL EL 19.6
..
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r PROPOSED FlLL EL 19.6
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DISTANCE (FEET)
DISTANCE (FEET)
Ii1GLCr nne L9C6W99D FOTL7N TAT TDRATNIY P A4tD T911N6WIG6GGNTT7,N9RTNGA110lRU .YQ)nR[ EABIFAM CNAYNB r2O7r
TNDJEOTOROMMOOP
SHEEP ISLAND FILL SECTIONSvxa�aen nr .m'AnArwnc�. ale •JYdTf1L�.
Figure 11. Sheep Island Fill Section
NCDCM Major Permit Application
Phase 1 — Eastern Channel
19
Dial Cordy and Associates Inc.
November 2014

Photograph 3. View of water control structure within Sheep Island Disposal Site.
Photograph 4. View of outfall pipe structure at Sheep Island Disposal Site.
NCDCM Major Permit Application
Phase 1 — Eastern Channel
,p ,gp{dy and Associates Inc.
November 2014
20 JAN 0 7 2015
DPM-MH9 PITY

construction area, residents and visitors in the Project Area will not experience
significant disruption to recreational activities.
Land -based equipment will be brought to the site over public roads and will enter the
beach at existing beach access points along the western end of Oak Island. Existing
dunes and vegetation on the beach will be avoided and preserved; however, any
alteration of dune vegetation/topography necessary for equipment access will be
repaired to pre -project conditions. Daily equipment staging will be located on the
constructed beach seaward of the dune line. Construction contracts will provide for
proper storage and disposal of oils, chemicals, and hydraulic fluids necessary for
operation in accordance with state and federal regulations.
The proposed activities may produce temporary and localized turbidity increases which
are normally associated with hydraulic cutterhead dredging and standard beach
nourishment operations. The effect of turbidity levels in the borrow area is expected to
fall within the natural range of background conditions (25 NTU).
2.3 Construction Schedule
The proposed project involves dredging and placement of 201,800 cy of beach -quality
sand. Based on the experience of and communication with potential contractors, the
proposed dredge may range in size from 16- to 24-in hydraulic dredges. Production
rates will depend on the size of plant used and may range from 3,200 cy/day (16 in) to
7,000 cy/day (up to 10,000 cy/day) if the 24-in dredge is used. The average production
per day varies widely according to transportation distance and specifications of the
project. It is anticipated that the proposed construction will be completed within two
months. Project sponsors will request project bids in mid -December 2014 with
construction to start in mid -February 2015. Given the current schedule, a request will be
made to extend the routinely approved environmental dredging/construction window
(November 16 through March 31) by an additional month (to 30 April) to ensure
adequate time and provide an additional buffer due to any unforeseen events.
As per the USACE — Wilmington District Maintenance Dredging Specifications for the
AIWW, Bogue Inlet Crossing to Shallotte Inlet Crossing (2013) an environmental window
of 16 November to 30 April applies to the disposal of dredged material, the movement of
equipment, including pipe relocation, pipe stockpiling, and pipe removal, and all
escarpment leveling, final grading, etc on all oceanfront beaches. This window protects
nesting and hatchling sea turtles.
NCDCM Major Permit Application
Phase 1 — Eastern Channel
21
RECEIVED
JAN 0 7 2015
nr,Kn_�tin p,rs
Dial Cordy and Associates Inc.
November 2014

2.4 Sediment Compatibility
2.4.1 Native Beach Sediment
The native sediment distribution for Oak Island was defined based on the percent gravel,
granular sediment, sand, fine-grained sediment, and calcium carbonate present in
samples taken from 13 locations along a specific transact (Figure 12). These 13
samples were then averaged to obtain a composite average for that transact. Five
transacts were sampled along the western shoreline of Oak Island where sand
placement is proposed (Figure 12). The composite average for each of the five
transacts were then averaged to obtain an overall average for the native beach. A
summary of the distribution and statistics for the native sediment is provided in Tables 2
and 3.
The native material is characterized as well -sorted fine sand under the American Society
for Testing and Materials (ASTM) Unified Soil Classification System with a mean grain
size of 0.28 millimeter (mm).
In addition, an assessment of the total number of sediments and shell material greater
than 3 inches between the frontal dune and Mean Low Water (MLW) was completed on
18 November 2014 based on requirements of 15A NCAC 07H.0312 One area (300' x
90'=27,000 square feet) was reviewed in Reach 1 (Figures 4 and 5) with the number of
sediments greater than 3 inches being 27. Within Reach 2, a single area was delineated
(300' x 90'=27,000 square feet) and the number of sediments/shells greater than 3
inches was 10 (Figure 6). The equivalent number of sediments/shells greater than 3
inches 50,000 square feet for Reach 1 and Reach 2 would be 50 and 18 respectively.
2.4.2 Proposed Dredged Sediment
Athena Technologies Inc. collected a total of 22 vibracores for the geotechnical pre -
dredge sediment assessment (Figure 13) (Appendix D). A total of 16 vibracores were
sampled within the proposed dredging area in Eastern Channel. Findings from analyses
of these samples were used to determine the quantity of beach -compatible and
incompatible material for the proposed dredge design depths [based on tidal prism
stability analyses (CSE 2009)]. Based on the available data, the material west of Station
50+75 (Figure 4) was determined to be beach -compatible sand (vibracores 18, 17, 12,
11, 10, 9, 8, 22, and 7). The material east of Station 50+75 (vibracores 21, 6, 5, 4, 3, 2,
and 1) was predominantly composed of silt and clay, which are not beach compatible.
Sediment characteristics for the vibracores west of Station 50+75 and east of Station
50+75 are provided in Table 4 and Table 5, respectively. Sediment statistics for the
vibracores west of Station 50+75 and east of Station 50+75 are provided in Table 6 and
Table 7, respectively. While a couple of the vibracores have gravel that are individually
out of compliance (within 1% rounding — shown in red in the tables), the overall average
is well within compliance (see Tables 8 and 9).
NCDCM Major Permit Application
Phase 1 — Eastern Channel
rtEcPrCordy and Associates Inc.
November 2014
22 JAN 0 7 1015
DEM-MN9 PITY

Figure 12. Native Beach Sediment Samples
NCDCM Major Permit Application
Phase 1 — Eastern Channel
23
Dial Cordy and Associates Inc.
November 2014

Table 2. Native beach sediment characterization and NCDCM rule.
Native Global
Mean
NCDCM
Maximum
Gravel
0.36%
5.36%
Granular
0.67%
10.67%
Sand
98.18%
NA
Fines
0.79%
5.79•A0
Carbonate
8.17%
23.170A
Table 3. Native beach sediment statistics.
Native Global
Mean
Median (mm)
0.27
Median ((0)
1.86
Mean (mm)
0.28
Mean (4�)
1.82
Standard
Deviation (adt)
0.78
NCDCM Major Permit Application
Phase 1 — Eastern Channel
24
RECEIVED
JAN 0 7 1019
DCM-N4Hr, r'1r.
Dial Cordy and Associates Inc.
November 2014

Figure 13. Vibracore Locations and Proposed Dredge Depths
NCDCM Major Permit Application
Phase 1 — Eastern Channel
25
Dial Cordy and Associates Inc.
November 2014

Table 4. Sediment characteristics of material proposed for placement on Oak Island.
Dredge Elevation
Dredge Elevation
Dredge Elevation -15 ft NAVD88
-12 ft NAVD88
Dredge Elevation -15 ft NAVD88
-12 ft NAVD88
Sediment
(Stations 2+13 to 25+60)
(Stations 26+00 to
(Stations 30+00 - 48+25)
Compatibility
29+50)
(Stations 48+25 to
50+75)
EC-14-
EC-14-17
EC-14-12
EC-14-11
EC-14-10
EC-14-09
EC-14.O8
EC-14-
EC-14-07
18
22
Gravel
6.31%
5.77%
1.46%
6.64%
1.84%
1.32%
1.23%
OAS%
1.40%
Granular
4.27%
2.33%
1.41%
4.71%
3.53%
1.06%
0.35%
0,91%
0.98%
Sand
88.76%
90.04%
96.45%
87.76%
93.48%
96.64%
97.58%
94.81%
95.55%
Fines
0.66%
1.85%
0.67%
0,89%
1.15%
0.98%
0.85%
3.83%
2.07%
Carbonate
22.27%
15.66%
12.24%
20.80%
17.73%
9.55%
7.56%
9.01%
8.66%
Median (mm)
0.45
0.34
0.26
0.43
0.38
0.25
0.21
0.16
0.27
Mean (mm)
0.56
0.42
0.28
0.54
0.42
0.27
0.21
0.15
0.28
Some vibracores have gravel that are individually barely out of compliance (within 1 % rounding - shown in red), but the overall average is well within compliance.
NCDCM Major Permit Application
Phase 1 - Eastern Channel
26
Dial Cordy and Associates Inc.
November 2014

Table 5. Sediment characteristics of material proposed for placement on Sheep Island upland disposal area.
Dredge Elevation -9 ft NAVD88
Sediment
(Stations 50+75 to 100+30)
Compatibility
EC-14-
21 EC-14-06 EC-14.05 EC-14-04 EC-14-03 EC-14-02 EC-14-01
Gravel
0.00%
3.88%
1.45%
0.00%
0.00%
0.70%
Granular
0.04%
0.95%
1.38%
0.02%
0.03%
0.17%
Sand
47.97%
85.21%
94.29%
5.62%
50.06%
94.16%
See
Fines
51.99%
9.95%
2.88°/a
94.36%
49.91%
4.97%
Note 1
Carbonate
6.50%
14.01%
9.05%
14.50%
7.30%
5.70%
Median (mm)
NA
0.20
0.27
NA
0.06
0.16
Mean (mm)
NA
0.24
0.29
0.13
0.12
0.16
Note 1: Existing Channel Elevation Deeper than Dredge Elevation
Some vibracores have gravel that are individually barely out of compliance (within 1 % rounding —shown in red),
but the overall average is well within compliance.
NCDCM Major Permit Application
Phase 1 — Eastern Channel
27
Dial Cordy and Associates Inc.
November 2014

Table 6. Sediment statistics of material proposed for placement on Oak Island.
Dredge Elevation
Dredge Elevation
Dredge Elevation -15 ft NAVD88
_72 ft NAVD88
Dredge Elevation -15 ft NAVD88
-12 ft NAVD88
Sediment
(Stations 2+13 to 25+50)
(Stations 26+00 to
(Stations 30+00 - 48+25)
Statistics
29+50)
(Stations 48+25 to
50+75)
EC-14-18
EC-14-17
EC-14-12
EC-14.11
EC-14-10
EC-14-09
EC-14-08
EC-14-22
EC-14-07
Median (mm)
0.45
0.34
0.26
0.43
0.38
0.25
0.21
0.16
0.27
Median (q)
1.14
1.54
1.92
1.23
1.40
1.99
2.27
2.10
1.87
Mean (mm)
0.56
0.42
0.28
0.54
0.42
0.27
0.21
0.15
0.28
Mean (4p)
0.85
1.26
1.83
0.89
1.27
1.91
2.22
2.72
1.83
Standard
Deviation
1.55
1.50
0.92
1.58
1.09
0.86
0.62
0.87
0.95
(Qm)
NCDCM Major Permit Application
Phase 1 - Eastern Channel
4-1
Dial Cordy and Associates Inc.
November 2014

Table 7. Sediment statistics of material proposed for placement on Sheep Island upland disposal area.
Dredge Elevation -9 ft NAVD88
Sediment
(Stations 50+76 to 100+30)
Statistics
EC-14
21
EC-1406
EC-14-05
EC-14-04
EC-14-03
EC-14-02
EC-14-01
Median (mm)
NA
0.20
0.27
See
NA
0.06
0.16
Median ((p)
NA
2.32
1.86
NA
3.98
2.69
Mean (mm)
NA
0.24
0.29
0.13
0.12
0.16
Note 1
Mean (T)
NA
2.07
1.77
2.97
3.06
2.66
Standard
Deviation
NA
1.61
1.03
1.03
0.50
0.76
Imp)
Note 1: Existing Channel Elevation Deeper than Dredge Elevation
NCDCM Major Permit Application
Phase 1 — Eastern Channel
29
Dial Cordy and Associates Inc.
November 2014
V\

Table 8. Composite sediment characteristics of proposed beach fill compared to native
sediment.
Native
Global Mean
NCDCM
Maximum
Eastern
Channel
Composite
Gravel
0.36%
5.36%
2.94%
Granular
0.67%
10.67%
2.17%
Sand
98.18%
NA
93.45%
Fines
0.79%
5.79%
1.44%
Carbonate
8.17%
23.17%
13.72%
Median (mm)
0.27
NA
0.31
Mean (mm)
0.28
NA
0.35
Table 9. Composite sediment statistics of proposed beach fill compared to native
sediment
Sediment
Native Global
Eastern
Channel
Statistics
Mean
Composite
Median (mm)
0.27
0.31
Median (tp)
1.86
1.70
Mean (mm)
0.28
0.35
Mean (9)
1.83
1.53
Standard
Deviation
0.78
NA
(atp)
NCDCM Major Permit Application
Phase 1 — Eastern Channel
30
RECEIVED
JAN 0 7 7n15
DCnr_pnwn rmr
Dial Cordy and Associates Inc.
November 2014

Note that the bottom foot of vibracore EC-14-09 (from elevation -14 ft NAVD 88 to -15 ft
NAVD 88) was 'lost" as noted by the contractor performing the work (Athena
Technologies); the material was predominantly shell hash. The material recovered at
the borings adjacent to EC-14-09 was used as basis for characterization of the range of
sediment characteristics that may be reasonably anticipated. Samples from the
comparable elevation (-14 ft NAVD 88 to -15 ft NAVD 88) is characterized as fine and
medium sands at vibracores EC-14-08 and EC-14-10, respectively.
Table Sables 8 and 9 provide a comparison of the composite of the proposed fill to that
of the native sediment. The proposed fill composite has a median grain size of 0.31 mm,
which is slightly larger than the native grain size of 0.27 mm. The proposed material is
poorly sorted fine sand with a slightly higher percentage of gravel and shell hash than
that of the native composite but well within state standards.
2.5 Alternative Designs and Analysis
Prior to choosing the preferred dredge location as described in the previous sections,
three options for the mouth of the Eastern Channel were considered and discussed in
detail with stakeholders 28 August 2014 during the pre -application agency meeting
(Figure 14) (Appendix A). An updated summary of findings memo describing the
preferred alternative was distributed by Moffatt & Nichol via email 24 October 2014 to
stakeholders (Appendix F).
Dredging Option 1 (adjacent to Sheep Island) includes a channel alignment towards the
north (AIWW) and involves dredging approximately 204,100 cy of compatible sand for
beach placement and approximately 34,000 cy of noncompatible material to be placed in
the confined disposal area on Sheep Island.
Dredging Option 2 (preferred option - through the inlet flood shoal) includes a channel
alignment towards the northwest and involves dredging approximately 201,800 cy of
compatible sand for beach placement and approximately 27,200 cy of noncompatible
material to be placed in the confined disposal area on Sheep Island.
Dredging Option 3 (parallel and adjacent to the north shore of Oak Island) includes a
channel alignment due west and involves dredging approximately 164,000 cy of
compatible sand for beach placement and approximately 34,000 cy of noncompatible
material to be placed in the confined disposal area on Sheep Island.
All channel options are proposed to be dredged approximately 50 to 100 ft-wide with an
average depth of dredging ranging from 3 to 11 ft on a 3:1 slope. Option 1 was
determined to be the least desirable since it was well out of compliance for percent fines
and just barely out of compliance for percent gravel (within 1 percent). The material
(median d = 0.25 mm) was slightly finer than that of the native material (median d = 0.27
mm). Option 2 was determined to be the next best alternative with only two individual
vibracores just barely out of compliance with gravel (within 1 percent) and the average of
NCDCM Major Permit Application
Phase 1 — Eastern Channel
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Figure 14. Eastern Channel Alignment Options
all vibracores within compliance. The material (composite median d = 0.35 mm) was generally
coarser than the native sand (median d = 0.27 mm). Option 3 was the best option from a beach
compatibility perspective with all individual vibracores being in compliance. The material
(composite median d = 0.33 mm) was slightly coarser than the native sand (median d = 0.27
mm). However, this option was also the most likely to shoal given its vicinity to the inlet and
past geomorphological behavior.
Based on both the sediment compatibility analyses and consideration of long-term channel
stability, it was recommended that the Town proceed with design and permitting following the
proposed alignment described for Option 2. This option should provide improved channel
stability as compared to Option 3 while providing more consistent beach -compatible material
than Option 1. Therefore, Option 2 is the only option considered in this Major Permit
Application.
NCDCM Major Permit Application
Phase 1 — Eastern Channel
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November 2014
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DCM-MHD CITY

3.0 CULTURAL RESOURCES
As listed below, a bibliography of North Carolina Underwater Archaeology within the vicinity of
Lockwoods Folly Inlet and River provides the surveys and studies developed by the Underwater
Archaeology Branch of the North Carolina Division of Archives and History (2009). In addition
to the list provided below of all known underwater archaeology surrounding the Project Area, the
NC State Historic Preservation Office has been contacted with regards to cultural resources
within the borrow source and the beach placement area. Due to best management construction
practices, there are no proposed impacts to cultural resources within the borrow source or
placement area.
LOCKWOODS FOLLY INLET
Jackson, Claude V., III. 1996. A Management Plan for U.S. Navy Shipwrecks in North Carolina
Waters. Draft ms. on file, N.C. UAB, Kure Beach. 230 pages.
Kimmel, Richard. 1982. Cartographic Research and Magnetic Survey of Lockwoods Folly Inlet.
Brunswick County, North Carolina. Ms. on file, U.S. COE, Wilmington District. 13 pages.
Lawrence, Richard. 2003. Diver Inspection of the USS Iron Age and the Blockade Runner
Ranger. Ms. on file, N.C. UAB, Kure Beach. 5 pages.
U.S. Army Corps of Engineers. 1985. Contour Maps from a Magnetometer Survey of
Lockwoods Folly Inlet, Brunswick County, North Carolina. Maps on file, U.S. COE, Wilmington
District. 2 pages.
Watts, Gordon P., Jr. 1984. Underwater Archaeological Reconnaissance, Lockwoods Folly
Inlet, Brunswick County, North Carolina. Ms. on file, Tidewater Atlantic Research, Inc.,
Washington, NC. 19 pages.
1985 - An Underwater Archaeological Reconnaissance of Several Anomalies Located by the
Corps of Engineers Dredge Plants Currituck on 22 May 1985 in Lockwoods Folly Inlet, North
Carolina. Ms. on file, Tidewater Atlantic Research, Inc., Washington, NC. 7 pages.
1986 - Underwater Archaeological Reconnaissance and Historical Investigation of Shipwreck
Sites in Lockwoods Folly Inlet, Brunswick County, North Carolina. Ms. on file, Tidewater
Atlantic Research, Inc., Washington, NC. 95 pages.
Wilde-Ramsing, Mark, and Wilson Angley. 1985. Cape Fear Civil War Period Shipwreck
District National Register of Historic Places Nomination Form. Ms. on file, NRHP, U.S. Dept. of
Interior, Washington, DC. 75 pages.
NCDCM Major Permit Application
Phase 1 — Eastern Channel
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RECEIVED
JAN 0 7 7n15
DCnr-nn�n rl+„
Dial Cordy and Associates Inc.
November 2014

LOCKWOODS FOLLY RIVER
Wilde-Ramsing, Mark. 1983. Inspection of the Hidden Harbor Development and an Inventory
of Landing Sites and Exposed Vessel Remains on the Lockwoods Folly River near Supply,
North Carolina. Ms. on file, N.C. UAB, Kure Beach. 4 pages.
4.0 PROPOSED CONSERVATION MEASURES
The timing of construction activities was specifically scheduled to occur outside of the sea turtle
nesting season, the West Indian manatee summer occurrence in North Carolina, the piping
plover (and other shorebirds) migratory and breeding seasons, and for the most part the
seabeach amaranth flowering period. Also, sand placement and dredge operation conducted
outside of primary invertebrate production and recruitment periods (spring and fall) limit effects
to amphipods, polychaetes, crabs and clams.
Proposed conservation measures resulting in avoidance and minimization of potential effects
from dredge fleet activities are bulleted below.
• Seasonal environmental dredging/nourishment window (mid -February through 30 April)
would be a contract stipulation ensuring potential terrestrial, estuarine, and marine
biological process effects are minimized.
• Survey/dive efforts assessing SAV within the Project area have been evaluated and the
dredging footprint and transport route are absent of SAV resources.
• Dredging and placement areas would be documented by Global Positioning Systems
(GPS) units ensuring sand resources are within authorized areas.
• Associated dredging vessel speed restrictions <11.5 miles per hour would be employed
reducing potential collision effects with managed or associated species (Northern Right
Whale) as well as recreational vessels.
• Directional, shielding, and intensity managed lighting would be employed minimizing
potential nocturnal marine species' effects, while meeting Occupational Safety and
Health Administration (OSHA) vessel work standards.
• Contract language will require routine inspection of dredging equipment and transport
piping to minimize potential leaks at the dredge plant and along transport corridors.
• Contract language will require water pollution control and spill response and waste
management plans for all dredging fleet equipment.
NCDCM Major Permit Application
Phase 1 — Eastern Channel
34
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DCM-MHD CITY

• Contract language will require proposed work be performed in accordance with U.S.
Coast Guard regulations.
Proposed conservation measures resulting in avoidance and minimization of potential effects
from recipient beach activities are bulleted below:
• All beach equipment (bulldozers, frontend loaders, pickups, etc) would access current
public access areas, no new access cuts would be allowed.
• Existing vegetated dune fields would not be disturbed and equipment/personnel would
not be allowed within these dune line buffers.
• Contract language would require equipment refueling locations within designated
equipment staging areas away from the active work zone if practicable.
• Contract language would require designated contract spill response capabilities.
• If available, staging areas for construction equipment would be located off the beach.
• Construction equipment, not in nighttime use, would be stored off the beach, if
practicable, minimizing potential effects on nocturnally active species.
• Diffusion plates would be a contract stipulation reducing effluent discharge velocities
with directional sand -slurry placement.
• Temporary slurry diversion training walls would be pushed up from existing and received
material extending and directing the sandy effluent's horizontal flow maximizing
sediment retention and minimizing potential swash zone turbidity effects.
• Visual monitoring would be required during all sand slurry discharging operations with
"shut down" and agency notification authorization in the event unsuitable material is
encountered.
• Directional, shielding, and intensity managed lighting will be employed minimizing
potential nocturnal species' effects, while meeting OSHA work standards.
• Contract language would require routine inspection of slurry transport piping minimizing
potential pressurized leaks along the beachfront.
NCDCM Major Permit Application
Phase 1 — Eastern Channel
Dial Cordy and Associates Inc.
November 2014
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• Heavy equipment would be removed from refurbished shorelines as soon as practicable
restoring unrestricted public access.
Summary of Potential Effects
The proposed Project would adhere to above conservation measures, sand quality and
proposed construction scheduling. Sand compatibility, seasonal dredging/renourishment
windows, good engineering/best management practices, and conservation measures would
offset potential direct, indirect, and cumulative effects on protected species potentially found
within the proposed Project Area (Appendix E - Draft Biological Assessment).
Of the 21 federally listed or proposed species with known or potential occurrence in this portion
of Brunswick County, 12 were considered in the Biological Assessment based on evaluations of
potential occurrence in the Project Area. Potential direct and indirect impacts from the proposed
dredging and sand placement activities were assessed for each species as were measures to
minimize these impacts. The proposed construction activities were determined to have no
effect on the shortnose and Atlantic sturgeon, West Indian manatee and the wood stork since
these species are expected to have a low or no occurrence in the Project Area during the
construction activities (mid -February through April 30). Proposed construction activities may
affect, but are not likely to adversely affect, the following species: piping plover, red knot,
seabeach amaranth, leatherback turtle, loggerhead turtle, green turtle, Kemp's ridley turtle and
hawksbill turtle. Impacts of the proposed activities on critical habitat designated within the
Project Area were also assessed. Proposed sand placement activities may affect, but are not
likely to adversely affect, piping plover critical habitat (NC -16 unit) or loggerhead critical habitat
(LOGG-T-NC-07 and LOGG-N-5). Proposed dredging activities were determined to have no
effect on these loggerhead critical habitat units.
To minimize direct and indirect impacts of the proposed actions on species and critical habitats,
the proposed project will adhere to the USFWS's two most important conservation measures:
monitoring sand compatibility and scheduling construction to avoid sensitive environmental
windows. Sand compatibility, seasonal dredging/nourishment windows, best management
practices and conservation measures will offset potential direct and indirect effects on protected
species and critical habitats in the Project Area.
Shell bottom, SAV, and tidal marsh habitats; along with state -designated nursery areas, were
avoided during project design and do not occur within the proposed channel dredging footprint
(Appendix G - Draft Essential Fish Habitat Assessment). Dredging is anticipated to directly
impact -6.3 acres of intertidal non -vegetated flats and -16.3 acres of shallow subtidal soft
bottom habitat in the Eastern Channel. Temporary losses of intertidal and subtidal soft bottom
habitats and associated benthic invertebrate communities are anticipated to have minor short-
term adverse effects on federally managed fisheries; including Peneaid shrimp and red drum.
Sediment suspension and associated increases in turbidity during the dredging process are
anticipated to have short-term, localized adverse effects on water quality and estuarine habitats
and communities. However, improved tidal circulation and flushing is anticipated to have long-
term net beneficial effects on water quality, habitats, and communities; including state -
designated Primary and Secondary Nursery Areas. Beach fill placement along the Oak Island
NCDCM Major Permit Application
Phase 1 - Eastern Channel
Dial Cordy and Associates Inc.
November 2014
36 RECEIVED
JAN 0 7 2015
DCM-MHD CIN

west end oceanfront beach is anticipated to directly impact -9 acres of intertidal beach habitat
and -16 acres of nearshore subtidal soft bottom habitat. Temporary losses of intertidal and
subtidal habitats and associated benthic invertebrate communities are anticipated to have minor
short-term adverse effects on federally managed fisheries.
5.0 COMPLIANCE WITH BRUNSWICK COUNTY AND CAMA LAND USE PLAN
The proposed Project is consistent with the approved CAMA Land Use Plans for Brunswick
County and the Town of Oak Island. The project property is within the planning jurisdiction of
Brunswick County and the Town of Oak Island and is classified "Developed" by the CAMA Land
Use Plan.
6.0 COMPLIANCE WITH THE N.C. ENVIRONMENTAL POLICY ACT
The NCDCM has determined that review of this project under SEPA is not required.
The NCDWQ in Wilmington will be provided a full copy of the NCDCM permit application
describing the scope of the project and requesting a 401 Water Quality Certification.
7.0 CONSTRUCTION EASEMENTS
The Town of Oak Island is acquiring the required easements (approximately 86 lots) to
construct the proposed project. The easements will allow all work necessary to nourish the
beach. However, the Town of Oak Island cannot damage permanent improvements in the
easement area but must work with property owners to remove and replace permanent
improvements in the easement area that obstruct nourishment.
8.0 REFERENCES
Applied Technology and Management (ATM). August 2013. Holden Beach East End Shore
Protection Project Engineering and Modeling Report.
Coastal Science & Engineering, 2009. Preliminary Design Report - Phase 1. Lower
Lockwoods Folly River Aquatic Habitat Restoration Project.
Eysink, W.D. 1983. Basic considerations on the morphology and land accretion potentials in
the estuary of the lower Meghna River. Land Reclamation Project, Bangladesh Water
Development Board, Technical Report No. 15, 85 p.
Jarrett, J.T. 1976. Tidal prism -inlet area relationships. GITI Report 3, U.S. Army Engineer
Waterways Experiment Station. Vicksburg, MS.
NCDCM Major Permit Application
Phase 1 - Eastern Channel
Dial Cordy and Associates Inc.
vLNovember 2014
37 JAN 0 7 20b
DCM-MHD CITY

North Carolina Underwater Archaeology. 2009. A Bibliography of Underwater Archaeology in
North Carolina. Underwater Archaeology Branch of the North Carolina Division of
Archives and History.
O'Brien, M.P. 1966. Equilibrium Flow Areas of Tidal Inlets on Sandy Coasts. Proceedings of
the 101" Coastal Engineering Conference, Volume I, September 1966. Pp. 676 — 686.
Town of Oak Island, 2009. CAMA Land Use Plan Update. Adopted by the Oak Island Town
Council 13 April 2010.
NCDCM Major Permit Application
Phase 1 — Eastern Channel
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RECEIVED
1AN 0 7 10b
DCM-MHD CITv
Dial Cordy and Associates Inc.
November 2014

24 November 2014
Mr. William, Shelley, Sr.
20612 Gleaning Court
Gaithersburg, MD 20882
Re: Town of Oak Island's Lockwoods Folly River Habitat Restoration Project
Phase 1 - Eastern Channel
North Caroline Division of Coastal Management (DCM) Major Permit Application
Notification
Mr. Shelley,
As an authorized agent of Oak Island, I would like to inform you of the Lockwoods Folly River
Habitat Restoration Project proposed to be constructed between mid -February 2015 and April
30, 2015. Your property located at 4825 West Beach Drive, Oak Island, NC 28465 is adjacent to
the proposed renourishment project. Detailed descript ions of the project as well as site maps are
included in the attached permit application package. Please review this information; if you have
project comments or concerns, please notify the DCM in writing within 30 days of receipt of this
notice. Contact information for the DCM Wilmington Regional coordinator for this project is
Heather Coats at heather. [e-mail] or by calling [phone]. Having been notified
by Certified Mail, a silent response is considered the same as no objection.
Thank you,
Steve Foster, 2ECevED
Town Manager
Town of Oak Island JAN 0 7 2015
DCM-MHD CITY
4601 E. Oak Island Drive • Oak Island, North Carolina 28465
Phone: [phone] • Fax: [phone] • Website: www.oakislandnc.com j

24 November 2014
Mr. Robert Buysse
720 Gimghoul Road
Chapel Hill, NC 27514
Re: Town of Oak Island's Lockwoods Folly River Habitat Restoration Project
Phase 1 - Eastern Channel
North Caroline Division of Coastal Management (DCM) Major Permit Application
Notification
Mr. Buysse,
As an authorized agent of Oak Island, I would like to inform you of the Lockwoods Folly River
Habitat Restoration Project proposed to be constructed between mid -February 2015 and April
30, 2015. Your property located at 5423 West Beach Drive, Oak Island, NC 28465 is adjacent to
the proposed renourishment project. Detailed descript ions of the project as well as site maps are
included in the attached permit application package. Please review this information; if you have
project comments or concerns, please notify the DCM in writing within 30 days of receipt of this
notice. Contact information for the DCM Wilmington Regional coordinator for this project is
Heather Coats at [e-mail] or by calling [phone]. Having been notified
by Certified Mail, a silent response is considered the same as no objection.
Thank you, _
A��
Steve Foster,
Town Manager RECEIVED
Town of Oak Island 1AN 0 7 2015
DC V-M"D CITY
4601 E. Oak Island Drive • Oak Island, North Carolina 28465
Phone: [phone] • Fax: [phone] • Website: www.oakislandnc.com

24 November 2014
Mr. Thomas Cooley
2223 Croyden Road
Charlotte, NC 28207
Re: Town of Oak Island's Lockwoods Folly River Habitat Restoration Project
Phase 1 - Eastern Channel
North Caroline Division of Coastal Management (DCM) Major Permit Application
Notification
Mr. Cooley,
As an authorized agent of Oak Island, I would like to inform you of the Lockwoods Folly River
Habitat Restoration Project proposed to be constructed between mid -February 2015 and April
30, 2015. Your property located at 6909 West Beach Drive, Oak Island, NC 28465 is adjacent to
the proposed renourishment project. Detailed descript ions of the project as well as site maps are
included in the attached permit application package. Please review this information; if you have
project comments or concerns, please notify the DCM in writing within 30 days of receipt of this
notice. Contact information for the DCM Wilmington Regional coordinator for this project is
Heather Coats at [e-mail] or by calling [phone]. Having been notified
by Certified Mail, a silent response is considered the same as no objection.
Thank you,
/ ram ` �' �
Steve Foster,
Town Manager
Town of Oak Island
RECEIVED
1AN 0 7 2015
DCM-MHD CITY
4601 E. Oak Island Drive • Oak Island, North Carolina 28465
Phone: [phone] • Fax: [phone] • Website: www.oakislandnc.com j

24 November 2014
Mr. Lloyd Bumgamer
1010 Cranes Creek Road
Cameron, NC 28326
Re: Town of Oak Island's Lockwoods Folly River Habitat Restoration Project
Phase 1 - Eastern Channel
North Caroline Division of Coastal Management (DCM) Major Permit Application
Notification
Mr. Bumgamer,
As an authorized agent of Oak Island, I would like to inform you of the Lockwoods Folly River
Habitat Restoration Project proposed to be constructed between mid -February 2015 and April
30, 2015. Your property located at 6903 West Beach Drive, Oak Island, NC 28465 is adjacent to
the proposed renourishment project. Detailed descript ions of the project as well as site maps are
included in the attached permit application package. Please review this information; if you have
project comments or concerns, please notify the DCM in writing within 30 days of receipt of this
notice. Contact information for the DCM Wilmington Regional coordinator for this project is
Heather Coats at [e-mail] or by calling [phone]. Having been notified
by Certified Mail, a silent response is considered the same as no objection.
Thank you,
Steve Foster,
Town Manager
Town of Oak Island
RECEIVED
1AN 0 7 2015
DCM-MHD CITY
4601 E. Oak Island Drive • Oak Island, North Carolina 28465
Phone: [phone] • Fax: [phone] • Website: www.oakislandnc.com
S

DEPARTMENT OF THE ARMY
WILMINGTON DISTRICT, CORPS OF ENGINEERS
69 DARLINGTON AVENUE
WILMINGTON, NORTH CAROLINA 28403-1343
REPLYTO
ATIENMONOF:
March 2, 2015
Regulatory Division
Action ID No. SAW-2014-02180 and State Permit No. 21-15
Mr. Steve Foster
Town of Oak Island
4601 East Oak Island Drive
Oak Island, North Carolina 28465
Dear Mr. Foster:
Through the pre -construction meeting held on 28 February, 2015 at the Oak Island Town
Hall, we learned of your request to modify the work associated with your Department of the
Army (DA) permit issued on February 17, 2015, which authorized dredging approximately
229,000 cubic yards (cy) of material from the Eastern Channel and placement of 201,801 cy of
beach quality material along two stretches of beach on Oak Island (see maps for detail).
Approximately 27,000 cy of non -compatible material will be placed on Horse Island (DA 0284)
Island. The beach placement will be conducted on the west end of Oak Island, Brunswick
County, North Carolina.
The requested modifications include the removal of the easternmost beach disposal area
shown on sheet 5 of the submitted/permitted plans (Disposal Reach 2) and the revision of
Disposal Reach 1 to a western direction of —250 ft and beneficial reuse of 226, 575 cy of beach
compatible material. These changes are documented in the attached proposal received on 1
March, 2015.
Your proposal for modification has been reviewed and found to be consistent with the
provisions and objectives of the CAMA-Corps Programmatic Permit process (copy attached) for
construction activities that receive authorization from the State of North Carolina. Therefore, you
may commence construction activity in strict accordance with the previously applicable State
authorization, attached Federal special conditions, USFWS Biological Opinion Terms and
Conditions, and the approved plan. Failure to comply with the State authorization or conditions
of the Federal permit could result in civil and/or administrative penalties.
If any additional 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. Your Department of the Army permit will expire on December 31,
2016. RECEIVED
MAR 0 9 ?^'F
�DIIa1NMgvi AIIW

-2-
Questions or comments may be addressed to Mr. Tyler Crumbley, Wilmington Field
Office, Regulatory Branch, telephone [phone].
Sincerely
" G t
Tyler Crumbley
Regulatory Project Manager
Enclosures:
Modification Request (March 1, 2015)
Copies Furnished (with enclosures):
Ms. Dawn York
Dial Cordy and Associates Inc.
201 North Front Street, Ste 307
Wilmington, North Carolina 28401
Mr. Fritz Rhode
National Marine Fisheries Service
Habitat Conservation Service
Pivers Island
Beaufort, North Carolina 28516
Mr. Pace Wilber
National Marine Fisheries Service
Habitat Conservation Division
219 Fort Johnson Road
Charleston, South Carolina 29412-9110
Mr. Doug Huggett
Morehead City Regional Office
North Carolina Division of Coastal Management
400 Commerce Avenue
Morehead City, North Carolina 28557-3421
RECEIVED
MAR 0 8 2015
p�-!A,"A—A�AC�Ie; 1 74Y

-3-
Ms. Debra Wilson
Division of Coastal Management
North Carolina Department of
Environment and Natural Resources
127 Cardinal Drive Extension
Wilmington, North Carolina 28405
Mr. Chad Coburn
Division of Water Resources
North Carolina Department of
Environment and Natural Resources
127 Cardinal Drive Extension
Wilmington, North Carolina 28405
Ms. Karen Higgins
Division of Water Quality
North Carolina Department of
Environment and Natural Resources
1650 Mail Service Center
Raleigh, North Carolina 27699-1650
Mr. Pete Benjamin
U.S. Fish and Wildlife Service
Fish and Wildlife Enhancement
Post Office Box 33726
Raleigh, North Carolina 27636-3726
Mr. Todd Allen Bowers
US EPA Region 4 Life Scientist
Water Protection Division
61 Forsyth Street, SW
Atlanta, Georgia 30303-8960
BOSN3 Mr. Scott McAloon
United States Coast Guard
Sector North Carolina Waterways Management
2301 E. Fort Macon Rd
Atlantic Beach, North Carolina 28512
RECEIVED
MAR 0 9 '11%
DCM1-R"HD CATr

RECEIVED
MAR 0 9 1015
DCM-MHK k40

Modification Due To Changed Survey Conditions
Project Narrative
Permit Modification Due to Changed Survey Conditions for
Lockwoods Folly Habitat Restoration Project - Dredging of Eastern Channel
Project Narrative - Submitted March 1, 2015
This narrative documents the request for a permit modification for the Lockwoods Folly Habitat
Restoration Project - Dredging of Eastern Channel, prepared underthe direction of the Town of Oak Island.
The reasoning for the modification is that existing survey conditions have changed since July 2014 which
is when the surveys used for the permit applications were collected. Based on the new survey
information, the Town of Oak Island is asking for a permit modification to allow 1) up to 278,950 cy to be
dredged from Eastern Channel and 2) up to 226,575 cy of beach -compatible material to be placed on a
revised Reach 1 extent. The non -beach compatible portion of the project remains the same. The attached
permit drawings incorporate the new survey information collected Feb 23-26, 2015 and a design
refinement for the beach fill portion of the project. The dredging template (widths, depths and length)
remain unchanged from the approved permit conditions. Nonetheless, there has been additional
shoaling in the channel and the dredged volume to meet the previously approved template has increased
from 229,000 cy to 278,950 cy (increase of 49,950 cy) which is almost entirely contained within the first
1500 ft of the dredging corridor.
As for the beach fill portion of the project, there have also been changes in the existing conditions from
July 2014 until now. Additional erosion has occurred in Reach 1 (34,200 cy - similar in volume to the
increased shoaling discussed above) to the point that the nourishment for Reach 2 is now being dropped
from consideration. The tables below and attached drawings outline the proposed design revisions based
on the changed conditions. Please note that the Reach 1 length is only being extended ^220 ft further
westward and -30 ft further eastward from the previously approved plan but this extension is needed for
an adequate transition for the fill back to the current existing ground.
Table 1- Permitted reach length and nourishment fill volume
'Average Unit
Reach
Nourishment
'Reach
Project
Approximate
Fill Volume
Volume
Reach
Length (ft)
Station
Geographic Location
(cy/ft)
(cy)
676+06 to
69' Place W to 60th
OI - Reach 1
2,900
49.6
143,900
647+06
Place W
633+44 to
57th Place W to 51"
OI - Reach 2
1,500
25.1
37,700
618+44
Place W
TOTAL
4,400
41.3
181,600
'Reach length includes taper section at the beginning and each end of reach.
'Unit fill volume calculations include taper sections.
Table 2 - Revised reach length and nourishment fill volume
2Average Unit
Reach
Nourishment
'Reach
Project
Approximate
Fill Volume
Volume
Reach
Length (ft)
Station
Geographic Location
(cy/ft)
(cy)
678+22 to
Driving Beach Access
OI - Reach 1
3,148
646+74
to 60`h Place W
72.0
226,575
'Reach length includes taper section at the beginning and each end of reach.
UUnit fill volume calculations include taper sections.
Town of Oak Island
Lockwoods Folly Habitat Restoration Project
Dredging of Eastern Channel 1
hall mottatt s nlcnol
RECEIVED
MAR 0 u
DCM-MHI', Ca

Modification Due To Changed Survey Conditions
Project Narrative
Table 3— Comparison of Beach Fill Lengths, Areas, Volumes and Other Items from MP-1 & 2 Forms
Item
Approved Permit
Revised Design
Beach Fill Length (ft)
4,400
3,148
Avg. Beach Fill Area Width (ft)
325'
375'
Avg. Beach Fill Berm Width (ft)
51'
125'
Total Beach Fill Area (sq. ft.)
1,372,500
1,174,260
Total Beach Fill Area (acres)
31.5
27.0
Beach Fill Area Below MHW (sq. ft.)
743,000
548,770
Beach Fill Area Below MHW (acres)
17.0
12.6
Beach Fill Area Below MLW (sq. ft.)
339,700
240,375
Beach Fill Area Below MLW (acres)
7.8
5.5
Beach Fill Volume Below MHW (CY)
78,060
58,650
Beach Fill Volume Below MLW (CY)
25,620
19,250
*Note: Numbers shown in red are increased from approved permit conditions — remaining values are
decreased.
As can be seen by the above tables, while the overall dredged and placed volumes are increasing due to
increased shoaling/erosion since the original surveys were completed in July 2014, nearly every other
measure of potential effect will be reduced with the placing of material just within Reach 1. The overall
beach fill length, total fill area, as well as fill areas and volumes below MHW and MLW will reduced. Given
the current dynamic nature of this area, it is also posited that a more concentrated volume placement
near the critically eroding area in Reach 1 will prolong the overall life of the project as well.
Another revision to the design is the fact that the fill template now does not include any dune
construction. This revision was made given DCM direction late last week that the fill can only be placed
up to the face of the recently installed sandbags. Sand cannot be placed on top of or behind the bags as
part of this publicly financed project. Parcel data show that the extreme western end of the project now
fronts land owned by the Town of Oak Island.
Given that the contractor is currently onsite and has planned to start work on Tuesday or Wednesday, it
is hoped that an email approval can be given quickly as stated in the meeting Friday so that the project
can commence as originally planned. Thanks is advance for your consideration.
Sincerely,
Johnny Martin
Project Manager
Town of Oak Island
Lockwoods Folly Habitat Restoration Project
Dredging of Eastern Channel
RECEIVED
MAR 0 9 2015
F'!,ksM11'!InRM f :tIY
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PREPARED BY MO...VOL DA7£ FE9RM "MS ® 27
t'-tar

SANDBAGS FRONT PROPERTIES AT 6615. 6617, 6621, I N
6623, 6625, 6627 WEST BEACH DRIVE, ALONG O
APPROXIMATELY 405 LINEAR FEET OF SHORELINE
(ONLY FILL TO FACE OF SANDBAGS, DO NOT PLACE
MATERIAL ON TOP OF OR BEHIND SANDBAGS) T
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LEGEND.
OO VIBRACORE LOCATION
-------EXISTING MEAN HIGH WATER LINE
-"--'-EXISTING MEAN TIDE LEVEL LINE
---EXISTING MEAN LOW WATER LINE
---PROPOSED MEAN LOW WATER LINE
EXISTING MARSH LINE
NOTES:
1. BATHYMETRIC CONTOURS SHOWN BASED ON SURVEYS PERFORMED BY
TI COASTAL IN FEB 2015.
2. PROPOSED DREDGE DEPTHS AS SHOWN ON SHEETS 15 THRU 20 WITH
ALLOWABLE 2 FOOT OVERDREDGE OF BEACH FILL MATERIAL, NO
ALLOWABLE OVERDREDGE FROM STATION 26+00 TO STATION 29+50.
PR6UFCJ RILE: LOCKWOODS FOLLY HABITAT RESTORATION PREPARED FOR. BRUNSWICK COUNTY, NORTH CAROLINA
S4EEJ RITE..
S4EET
PROJECT DREDGING OF EASTERN CHANNEL
DREDGING PLAN 1 OF 7
7
DAI M: NAM m (FT)
Q
OF
F PREPAREOBMOITATTA NICHOL DALE. ' BRUARYM15
Y.'
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27
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LEGEND,
OO VIBRACORE LOCATION
------EXISTING MEAN HIGH WATER LINE
-------EXISTING MEAN TIDE LEVEL LINE
--EXISTING MEAN LOW WATER LINE NOTE,
-- PROPOSED MEAN LOW WATER LINE BATHYMETRICAL CONTOURS SHOWN
BASED ON SURVEYS PERFORMED
EXISTING MARSH LINE BY TI COASTAL IN FEB 2015
PRaCCl RILE.. LOCKWOODS FOLLY HABITAT RESTORATION PREPARED FOR. BRUNSWICK COUNTY, NORTH CAROLINA SHEET RILE.SHEET
PROJECT DREDGING OF EASTERN CHANNEL
DREDGING PLAN 2 OF 7 B
r
DATUM: NAw M11FD o im' zoo'
PREPARLT)BY.' MOF ATIB NICHOL DA7...' MRUARY Mg f.1w� 27
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LEGEND:
OO VIBRACORE LOCATION
-------EXISTING MEAN HIGH WATER LINE
— —-EXISTING MEAN TIDE LEVEL LINE
---EXISTING MEAN LOW WATER LINE NOTE'
BA
— — — PROPOSED MEAN LOW WATER LINE N SURVEYS CONTOURS SHOWN
BASED
OON VEYS PERFORMED
EXISTING MARSH LINE BY TI COASTAL IN FEB 2015
PRO.ECT 1171E LOCKWOODS FOLLY HABITAT RESTORATION PREPARED FP4: BRUNSWICK COUNTY, NORTH CAROLINA SHEET nne GREET
PROJECT DREDGING OF EASTERN CHANNEL
DREDGING PLAN 3 OF 7 B
DATUM: NAY W FT) OF
PREPAR OY.MOFFAT &NICHOL DATE' FEBRUARY2015 ® 27
I11LO'

I
LEGEND:
OO VIBRACORE LOCATION
—•---- — EXISTING MEAN HIGH WATER LINE
-------EXISTING MEAN TIDE LEVEL LINE
---EXISTING MEAN LOW WATER LINE NOTE:
---PROPOSED MEAN LOW WATER LINE BATHYMETRICAL CONTOURS SHOWN
BASED ON SURVEYS PERFORMED
EXISTING MARSH LINE BY TI COASTAL IN FEB 2015
PRO CT DICE.. LOCKWOODS FOLLY HABITAT RESTORATION PREPARED FOR: BRUNSWICK COUNTY, NORTH CAROLINA 59EET DICE $HECT
PROJECT DREDGING OF EASTERN CHANNEL
DREDGING PLAN 4 OF 7
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of
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LEGEND:
OO VIBRACORE LOCATION
---•—•—EXISTING MEAN HIGH WATER LINE
—••—•—EXISTING MEAN TIDE LEVEL LINE
--EXISTING MEAN LOW WATER LINE
_PROPOSED MEAN LOW WATER UNE
EXISTING MARSH LINE
NOTE:
BATHYMETRICAL CONTOURS SHOWN
BASED ON SURVEYS PERFORMED
BY TI COASTAL IN FEB 2015
PRO„E'CT 9bE LOCKWOODS FOLLY HABITAT RESTORATION PREPARED FOR: BRUNSWICK COUNTY, NORTH CAROLINA SKEET PAE. SHEET
PROJECT DREDGING OF EASTERN CHANNEL
DREDGING PLAN S OF 7 �T
DA) M. "Mm" o 1m'
CF
PREPAREDBY.' MOFFAW&NICHOL DAI. FEBROAPY]016 �•��� 27

r
,AM.
LEGEND:
OO VIBRACORE LOCATION
-------EXISTING MEAN HIGH WATER LINE
-------EXISTING MEAN TIDE LEVEL LINE
---EXISTING MEAN LOW WATER LINE
---PROPOSED MEAN LOW WATER LINE
EXISTING MARSH LINE
'Q
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N o v m I LIMITS OF DREDGING T"P
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7
NOTE: of C) (T)
BATHYMETRICAL CONTOURS SHOWN
BASED ON SURVEYS PERFORMED
BY TI COASTAL IN FEB 2015
IT
PROXCT PME., LOCKWOODS FOLLY HABITAT RESTORATION PREPARED FOR. BRUNSWICK COUNTY, NORTH CAROLINA SHEET TITLE. . SHEET
PROJECT DREDGING OF EASTERN CHANNEL
DREDGING PLAN 6 OF 7 12
OF
OAIUM: NAVB &B (FT) 0 tW' 300'
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-----'—EXISTING MEAN HIGH WATER LINE
—"—"—EXISTING MEAN TIDE LEVEL LINE
NOTE:
---EXISTING MEAN LOW WATER LINE
BATHYMETRICAL CONTOURS SHOWN
---PROPOSED MEAN LOW WATER LINE
BASED ON SURVEYS PERFORMED
EXISTING MARSH LINE
BY TI COASTAL IN FEB 2015
PROXCT U2E.- LOCKWOODS FOLLY HABITAT RESTORATION PREPARED FU4: BRUNSWICK COUNTY, NORTH CAROLINA SHEET RRe SHEET
PROJECT DREDGING OF EASTERN CHANNEL
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130'i 36'0 CMP
TOP =
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REMOVE EXISTING HALF
-
CIRCLE CMP RISER
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INV EL = 3.83
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--"
Ie
PIP E LOCATION
LIMITS OF FILL,
EL 8.0
------------
L D:
------ EXISTING MEAN HIGH WATER LINE
NOTE,
CAPACITY OF AIWW DISPOSAL AREA
—••—•—EXISTING MEAN TIDE LEVEL LINE
284 IS 140,000 cy. PROPOSED VOLUME OF
---EXISTING MEAN LOW WATER LINE
MATERIAL TO BE PLACED IS 27,200 cy.
EXISTING MARSH LINE
PRO/ECT RME..- LOCKWOODS FOLLY HABITAT RESTORATION PREPARED FOR BRUNSWICK COUNTY, NORTH CAROLINA S/EET RIIE..- SYEET
PROJECT DREDGING OF EASTERN CHANNEL ARVW DISPOSAL AREA NO. 284 PLAN 14
DATUM.• HAW W (Fr) 0 2w'
PREPARED 8L MOFFA17&NICHOL DAPS'F AUAAY2015 1=25u 27

SECTION A
20 20
SECTION B
10 10 10 10
m m
Z 0 0 Z m 0 0 ro
>
w w a
z z
H F
O -10 -10 O W -10 -10 w
w w o _o
w w <
-20 -20 w -20 -20 w
w w
-30 -30 -30 -30
0+00 1+00 2+00 3+00 4+00 5+00 6+00 0+00 1+00 2+00 3+00 4+00 5+00 6+00
DISTANCE (FEET) DISTANCE (FEET)
I
I
� MHW = +1.79
EXIST
N G GRADE
M'
� MLW = -2.94
NEW CH
NNEL SECTI
N
DR
DGE EL -15.
',,
1
0'
EXISTING G
ADE
MHW
j
i
= +1.79
l�
MLW
= -2.94
NEW CH
NNEL SEC71
DREDGE
EL -15.
1
0'
PRO"r PME.- LOCKWOODS FOLLY HABITAT RESTORATION PREPARED P . BRUNSWICK COUNTY, NORTH CAROLINA SHEET RILL, SHEET
PROJECT DREDGING OF EASTERN CHANNEL DREDGE TYPICAL SECTIONS 1 OF S 15
DA IUM.- NAVD4�
PREPARED BY..' MOFFAT & NICI* DAM FIMUAIW ]015 27
m
o to m
r

SECTION C
SECTION
D
10
10
10
10
m
0
0
m
0 0
0
m
0
>
Q
Z
H
-10
-10
Q
Z
F
Q
Z
H
-10
-10
Q
Z
F
Z
O
Z
O
Z
O
Z
O
F
>
F
>
F
>
F
>
w
-20
-20
w
w -20
-20
w
w
w
w
w
-30
-30
-30
-30
0+00 1+00 2+00 3+00 4+00 5+00 6+00
0+00
1+00 2+00 3+00
4+00 5+00
6+00
DISTANCE (FEET)
DISTANCE (FEET)
i
E%I
TING GRADE
MHW
= +1.79
�ML� W2.94
NEW CH
NNEL SECTI
N
DR
DGE EL -15.
I
I
I
I I MHW
i
I
g MLW�=
-2.94
DRE E EL -12.0
NEW CHANNEL
SEC
ON
7
'
PMECT Pn ..- LOCKWOODS FOLLY HABITAT RESTORATION PREPARED E . BRUNSWICK COUNTY, NORTH CAROLINA S4EET RILE.• 69EET
PROJECT DREDGING OF EASTERN CHANNEL
DREDGE TYPICAL SECTIONS 2 OF 6 LL
OA R M.' NAYO Rt�PREPAREDBC MOFFAT &NIONOL DAM' FEBRUARY2015

SECTION E
SECTION F
10
10
10
10
OD
0
0
m
W
0
0
co
>
>
>
>
z
z
z
z
-10
-10
W
-10
-10
W
O
O
O
F
F
O
w-20
-20
w
w
-20
-20
w
w
w
w
w
-30
-30
-30
-30
0+00
1+00 2+00
3+00 4+00
5+00
6+00
0+00
1+00 2+00 3+00 4+00 5+00
6+00
DISTANCE (FEET)
DISTANCE (FEET)
�_MHWI= +1.79
EXISTI
G GRADE
I
� ; MLWi= -2.94
NEW CHANNEL
SEC
ON
DREDGE
EL -15.01
7
'
I
MHW=
+1.79
I
� MLW
i
= -2.94
i
OREDG� EL -15.0
NEW
CHANNEL SE
TION
i
I
PRDCCI fl E.- LOCKWOODS FOLLY HABITAT RESTORATION
PREPARED FOP. BRUNSWICK COUNTY, NORTH CAROLINA
. = RILE
SNEET
PROJECT DREDGING OF EASTERN CHANNEL
DREDGE TYPICAL SECTIONS 3 OF 6
17
aATUN: NAvo a (Fr)
a<
PREPAREDRF MOFFATT&NICHOL
DAM' MRUAWWIS
27
m
O m
2 %D
n O
7

SECTION
G
10
10
SECTION H
00
0
0
m
10
10
Q
Q00
Z
Z
00
F
0
O
-10
-10
Z
0
0
Z
F
O
O
>
>
Z
Z
w
-20
-20
w
O
-10
-10
O
w
w
>
>
J
J
W
W
-30
-30
-20
-20
0+00
1+00 2+00
3+00
4+00
5+00
6+00
0+00
1+00 2+00 3+00 4+00 5+00
6+00
DISTANCE (FEET)
DISTANCE (FEET)
EXIS
NG GRADE
o MHW.=+1.79
^DREDG
MLW = -2.94
�
NEWCHANNEL
SE
TION
4'
EL -12.0
i
� MHW
= +1.79
£XtS�INGGRADE
�
-
_ MLW
= -2.94
DREDGE
EL -9.0
NEW.CHANNEL
SE
iION
ab'
�
PRaECr NaE.- LOCKWOODS FOLLY HABITAT RESTORATION PP£PAREO FOR. BRUNSWICK COUNTY, NORTH CAROLINA SHEET MILE.. S=
PROJECT DREDGING OF EASTERN CHANNEL
DREDGE TYPICAL SECTIONS 4 OF 6 18
PPEPAPEO BC MOFFATT B NICHOL DAM- MRUARY 001F 27
3C
m
CD m
I m G
ti m
7z[ e O

SECTION J
SECTION K
10
10
10
10
00
m
m
co
co
Z
0
0
z
Z 0
0
Z
r
r
r
w
w
w
w
w
w
w
wLA
O
ZO
Q
—10
—10
¢
0 —10
¢
—10
0_
r
w
w
w
w
—20
—20
—20
—20
0+00
1+00 2+00 3+00 4+00 5+00
6+00
0+00
1+00 2+00 3+00 4+00
5+00
6+00
DISTANCE (FEET)
DISTANCE (FEET)
i
i
I�MHW = +1.79
'
Ei(ISTING GRA
E
—I--
� AdiL�^ FZ—
Y MLW..= —2.94
w
DRED
EEL —9.0
NEW CHANNEL SE
TION
�
4
'
i
I MLW
= —2.94
NEW �HANNEL SE
TION
'
5'
PR CT RILE..- LOCKWOODS FOLLY RAMAT RESTORATION PREPAREO FM BRUNSWICK COUNTY, NORTH CAROLINA 9/EET OILE.. 5'IEET
PROJECT DREDGING OF EASTERN CHANNEL
DREDGE TYPICAL SECTIONS 5 OF 6 19
OA NM: NAM Y (FT) OF
PREPARE09Y' MOFFATTSNICHOL OAIE FEBRUARY2015 27

SECTION L
SECTION
M
10
10
10
10
ro
co
co
OD
0
0
0
0
z
0
0
Z
z 0
0
z
F
H
H
F
w
w
W
w
w
w
w
w
Z
Z
Z
Z
O
—10
—10
O
O —10
—10
O
a
aa
a
w
w
w
w
J
W
J
W
J
W
J
W
—20
—20
—20
—20
0+00
1+00 2+00 3+00 4+00 5+00
6+00
0+00 1+00
2+00 3+00
4+00 5+00
6+00
DISTANCE (FEET)
DISTANCE (FEET)
� MHW. _ +1.79
EXISTING
RADE
MLW = —2.94
M DREDG
EL —9.0
NEW
HANNEL SE
710N
'.
5'
I
EXISTING
GRADE
( 50' RADIUS BUFFER
(NO DREDGING)
DREDGE El.
—9.0
\
2
SUB�BOTTOM CONTACT
MN
PROXCT PRE., LOCKWOODS FOLLY HABITAT RESTORATION
PREPARED FOR: BRUNSWICK COUNTY, NORTH CAROLINA
SYEET PRE..
SHEEN
PROJECTDREDGING OFEASTERN CHANNEL
DREDGE TYPICAL SECTIONS 6 OF 6
20
DAIUH. I ww"
OF
PREPAREDBC' MOFFAT ANICHOL
DAM FMRUMY2016
27
A m
m
O n
f0 m
m
O
cot

HORSE ISLAND FILL SECTION M
HORSE ISLAND FILL SECTION N
30
30
30
30
20
20
20
20
00
co
00
m
Z
10
An
10
Z
Z
10
10
a
W
W
W
z
W
0
0
0
o
O
0
0
O
>
>
>
>
J
W
J
W
J
W
J
W
-10
-10
-10
-10
-20
-20
-20
-20
0+00
1+00 2+00 3+00 4+00 5+00
6+00
0+00
1+00 2+00 3+00 4+00 5+00
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PROJECT DREDGING OF EASTERN CHANNEL
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DEPARTMENT OF THE ARMY
WILMINGTON DISTRICT, CORPS OF ENGINEERS
69 DARLINGTON AVENUE
WILMINGTON, NORTH CAROLINA 28403-1343
HEPLYTO
ATrOMON OF:
April 30, 2015
Regulatory Division
Action ID No. SAW-2014-02180 and State Permit No. 21-15
Mr. Steve Foster
Town of Oak Island
4601 East Oak Island Drive
Oak Island, NC 28465
Dear Mr. Foster:
Through the request submitted to this office on 20 March, 2015 (attached) we learned of
your request to modify the work associated with your Department of the Army (DA) permit
issued on 17 February, 2015, and modified on 2 March, 2015. As documented in the previously
approved permit modification, the Town of Oak Island was allowed up to 278,950 cy to be
dredged from Eastern Channel and up to 226,575 cy of beach -compatible material to be placed
on a revised Reach 1 extent, due to the increased shoaling within the channel. The non -beach
compatible portion of the project remains the same. As stated for the previously approved
permit modification, the dredging template (widths, depths and length) remain unchanged
from the approved permit conditions.
The current requested modification includes a revised timeline for completing the
proposed work and temporary placement of 7,000 cy of material to be placed above the mean
high water line by a separate entity under a different action not requiring a DA permit.
May 15tn, 2015 — Beach fill placement operations cease
May 20tn, 2015 — All equipment removed from beach
June 5tn, 2015 — Non -beach fill placement operations cease
June 10m, 2015 —All equipment removed from Horse Island
These timeline changes are documented in the attached proposal received on 20 March, 2015.
Your proposal for modification has been reviewed and found to be consistent with the
provisions and objectives of the CAMA-Corps Programmatic Permit process (copy attached) for
construction activities that receive authorization from the State of North Carolina. Therefore, you
may continue the construction activity in strict accordance with the previously applicable State
authorization, attached Federal special conditions, USFWS Biological Opinion Terms and
Conditions, and the approved plan. Failure to comply with the State authorization or conditions
of the Federal permit could result in civil and/or administrative penalties.
kCFIVED
MAY 0 4 2015
r,,ow MM9 CITY

992
If any additional 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. Your Department of the Army permit will expire on December 31,
2016.
Questions or comments may be addressed to Mr. Tyler Crumbley, Wilmington Field
Office, Regulatory Branch, telephone [phone].
Sincere
Tyler rumbley
Regulatory Project Manager
Enclosures:
Modification Request (20 March, 2015)
USFWS Biological Opinion (April 27, 2015)
USFWS Amendment to Biological Opinion (April 29, 2015)
Electronic Copies Furnished (with enclosures):
Mr. Johnny Martin
Moffatt & Nichol
1616 East Millbrook Road, Suite 160
Raleigh, North Carolina 27609
Ms. Dawn York
Dial Cordy and Associates Inc.
201 N. Front Street, Ste 307
Wilmington, North Carolina 28401
Copies Furnished (without enclosures):
Mr. Fritz Rhode
National Marine Fisheries Service
Habitat Conservation Service
Pivers Island
Beaufort, North Carolina 28516
RECEIVED
MAY 0 4 1015

-3-
Mr. Pace Wilber
National Marine Fisheries Service
Habitat Conservation Division
219 Fort Johnson Road
Charleston, South Carolina 29412-9110
Mr. Doug Huggett
Morehead City Regional Office
North Carolina Division of Coastal Management
400 Commerce Avenue
Morehead City, North Carolina 28557-3421
Ms. Debra Wilson
Division of Coastal Management
North Carolina Department of
Environment and Natural Resources
127 Cardinal Drive Extension
Wilmington, North Carolina 28405
Ms. Chad Coburn
Division of Water Resources
North Carolina Department of
Environment and Natural Resources
127 Cardinal Drive Extension
Wilmington, North Carolina 28405
Ms. Karen Higgins
Division of Water Quality
North Carolina Department of
Environment and Natural Resources
1650 Mail Service Center
Raleigh, North Carolina 27699-1650
Mr. Pete Benjamin
U.S. Fish and Wildlife Service
Fish and Wildlife Enhancement
Post Office Box 33726
Raleigh, North Carolina 27636-3726
Mr. Todd Allen Bowers
US EPA Region 4 Life Scientist
Water Protection Division
61 Forsyth Street, SW
Atlanta, Georgia 30303-8960
RECEIVED
MAY 0 4 1015
Nwuu-uwnu wN

-4-
BOSN3 Mr. Scott McAloon
United States Coast Guard
Sector North Carolina Waterways Management
2301 E. Fort Macon Road
Atlantic Beach, North Carolina 28512
RECEIVED
MAY 0 4 1015
L460-4wnw 644

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PROJECT 777LE.' LOCKWOODS FOLLY HABITAT RESTORATION 1
PROJECT DREDGING OF EASTERN CHANNEL
DATUM: NAVD 88 (FT)
PREPARED BY: MOFFATT & NICHOL
J
0 10 20
0
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SCALE IN MILES
BRUNSWICK COUNTY
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BAY NOURISHMENT, SEE KEY
MAPS ON SHEET 2
PREPARED FOR: BRUNSWICK COUNTY, NORTH CAROLINA
DATE' FEBRUARY 2015
ATLANTIC OCEAN
LOCATION MAP
SHEET 777LE.'
VICINITY AND LOCATION MAP
ONSLOW BAY
BALD HEAD ISLAND
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RECEIVED
RECEIVED MAR 04 2tl
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ATERIAL ASSUMED FOR NOURISHMENT
NOURISHMENT PLANS — SHEETS
4 THRU 6
PRO✓EOT TITLE LOCKWOODS FOLLY HABITAT RESTORATION
PROJECT DREDGING OF EASTERN CHANNEL
DATUM: NAVD 88 (FT)
PREPARED BY.' MOFFATT 6 NICHOL
PREPARED FOR: BRUNSWICK COUNTY, NORTH CAROLINA
DATE FEBRUARY2015
SHEET TITLE
KEY MAP - SHEET 1 OF 2
SHEET
2
of
27

PROJECT 777LE.' LOCKWOODS FOLLY HABITAT RESTORATION
PROJECT DREDGING OF EASTERN CHANNEL
DA 7UM.' NAVE) ea (FT)
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PREPARED FOR: BRUNSWICK COUNTY, NORTH CAROLINA
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DATEFEBRUARY 2015
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PROJECT DREDGING OF EASTERN CHANNEL
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PREPARED BY.' MOFFATT & NICHOL
----(1)--r---- ----- �.� ISTING
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PREPARED FOR: BRUNSWICK COUNTY, NORTH CAROLINA
OA7E' FEBRUARY 2015
SHEET 777LE'
NOURISHMENT PLAN 3 OF 3
100' 20
SHEET
6
OF
27

LEGEND:
O VIBRACORE LOCATION
------ -EXISTING MEAN HIGH WATER LINE
- - - EXISTING MEAN TIDE LEVEL LINE
--- EXISTING MEAN LOW WATER LINE
--PROPOSED MEAN LOW WATER LINE
EXISTING MARSH LINE
PROJECT 777LE.- LOCKWOODS FOLLY HABITAT RESTORATION
PROJECT DREDGING OF EASTERN CHANNEL
DATUM.' NAVD 88 (FT)
PREPARED BY.' MOFFATT 6 NICHOL
NOTES:
1. BATHYMETRIC CONTOURS SHOWN BASED ON SURVEYS PERFORMED BY
TI COASTAL IN FEB 2015.
2. PROPOSED DREDGE DEPTHS AS SHOWN ON SHEETS 15 THRU 20 WITH
ALLOWABLE 2 FOOT OVERDREDGE OF BEACH FILL MATERIAL, NO
ALLOWABLE OVERDREDGE FROM STATION 26+00 TO STATION 29+50.
PREPARED FOR: BRUNSWICK COUNTY, NORTH CAROLINA
DAIL FEBRUARY2015
SHEET 777LE.-
DREDGING PLAN 1 OF 7
MAR 0 4 2015
w o-WHn m"
RECEIVED
DCM WILMINGTON, NC
6;1AR 0 2 2015
F_
L.J
w
w
Z
J
2
U
F-
Q
SHEET
7
OF
27

A&)Qr.. "-)U
SIR to avw
LE
U VIBRACORE LOCATION
- - - -EXISTING MEAN HIGH WATER LINE
-EXISTING MEAN TIDE LEVEL LINE
- EXISTING MEAN LOW WATER LINE
---PROPOSED MEAN LOW WATER LINE
EXISTING MARSH LINE
NOTE:
BATHYMETRICAL CONTOURS SHOWN
BASED ON SURVEYS PERFORMED
BY TI COASTAL IN FEB 2015
PROJECT 777LE.- LOCKWOODS FOLLY HABITAT RESTORATION
PROJECT DREDGING OF EASTERN CHANNEL
DATUM.' NAVD 88 (FT)
PREPARED B)" MOFFATT 8 NICHOL
PREPARED FOR: BRUNSWICK COUNTY, NORTH CAROLINA
DA 7EFEBRUARY 2015
SHEET 777LE
DREDGING PLAN 2 OF 7
:o' zoo'
100,
SHEET
8
OF
27

Iq
.ir
���SSSIII�SIiiii -
.L�LI
A
h
�
I
'••• •
Alba
PROJECT 777LE.. LOCKWOODS FOLLY HABITAT RESTORATION
PROJECT DREDGING OF EASTERN CHANNEL
DA 7l/M: NAVD 88 (FT)
PREPARED BY MOFFATT & NICHOL
PREPARED FOR: BRUNSWICK COUNTY, NORTH CAROLINA
P67-: FFBRUARY2015
SHEET 777ZE-
DREDGING PLAN 3 OF 7
to^ 2CC'
1"=100'
SHEET
9
OF
27

'WJ i1HVy-yyJO
SW 6 e u•...
•
-PE - Elm Emloll
s4
\ \ •.
sw
f
3
•
:• •I [fill HMO L01111
PROJECT TITLE LOCKWOODS FOLLY HABITAT RESTORATION
PROJECT DREDGING OF EASTERN CHANNEL
DATUM: NAVD 88 (FT)
PREPARED BY.MOFFATT 8 NICHOL
PREPARED FOR: BRUNSWICK COUNTY, NORTH CAROLINA
DATE' FEBRUARY 2015
11
SHEET 777LE
DREDGING PLAN 4 OF 7
SHEET
10
DE
27

LEGEND:
O VIBRACORE LOCATION
---•-• - EXISTING MEAN HIGH WATER LINE
-------EXISTING MEAN TIDE LEVEL LINE
--- EXISTING MEAN LOW WATER LINE
--- PROPOSED MEAN LOW WATER LINE
EXISTING MARSH LINE
NOTE:
BATHYMETRICAL CONTOURS SHOWN
BASED ON SURVEYS PERFORMED
BY TI COASTAL IN FEB 2015
PROJECT 777LE. LOCKWOODS FOLLY HABITAT RESTORATION
PROJECT DREDGING OF EASTERN CHANNEL
DATUM: NAVD 88 (FT)
PREPARED SY. MOFFATT & NICHOL
PREPARED FOR: BRUNSWICK COUNTY, NORTH CAROLINA
DA iE FEBRUARY 2015
SHEET 777LE.-
DREDGING PLAN 5 OF 7
200'
-- '
100
RECEIVED
MAR 0 4 2015
r�E IVED
DCM WILMINGTON, NC
N1AR 0 2 2015
SHEET
11
OF
27

f+ail w_..§e
w to evN
LEGEND:
O
-EXISTING MARSH LINE BY TI COASTAL IN FEB 2015
PRO✓EOT 777LE LOCKWOODS FOLLY HABITAT RESTORATION
PROJECT DREDGING OF EASTERN CHANNEL
DATUM: NAVD 88 (FT)
PREPARED BYMOFFATT & NICHOL
PREPARED FOR: BRUNSWICK COUNTY, NORTH CAROLINA
DATE FEBRUARY 2015
SHEET 77TLE
DREDGING PLAN 6 OF 7
(33AI3038
SHEET
12
OF
27

W
W
W
w
Z
LEGEND:
O VIBRACORE LOCATION
...... —EXISTING MEAN HIGH WATER LINE
— — — EXISTING MEAN TIDE LEVEL LINE
--- EXISTING MEAN LOW WATER LINE
--- PROPOSED MEAN LOW WATER LINE
EXISTING MARSH LINE
NOTE:
BATHYMETRICAL CONTOURS SHOWN
BASED ON SURVEYS PERFORMED
BY TI COASTAL IN FEB 2015
PROJECT 777LE LOCKWOODS FOLLY HABITAT RESTORATION
PROJECT DREDGING OF EASTERN CHANNEL
DA7UM: NAVD 88 (FT)
PREPARED BY,MOFFATT & NICHOL
PREPARED FOR: BRUNSWICK COUNTY, NORTH CAROLINA
DAM FEBRUARY 2015
SHEET 777LE.-
DREDGING PLAN 7 OF 7
RECEIVEC
DCM WILMINGTON, NC
MAR 0 2 2015
MAR 0 4 2
je}.4."A_ m`
SHEET
13
OF
27

uoa to MY"
LEGEND:
-•--- —EXISTING MEAN HIGH WATER LINE
— — — EXISTING MEAN TIDE LEVEL LINE
---EXISTING MEAN LOW WATER LINE
EXISTING MARSH LINE
PROJECT 777LE LOCKWOODS FOLLY HABITAT RESTORATION
PROJECT DREDGING OF EASTERN CHANNEL
DA 7UM. NAVD 88 (FT)
PREPARED BY. MOFFATT a NiCHOL
NOTE:
EXISTING CAPACITY OF AIWW DISPOSAL AREA
284 IS 140,000 cy. PROPOSED VOLUME OF
MATERIAL TO BE PLACED IS 27,200 cy.
PREPARED FOR. BRUNSWICK COUNTY, NORTH CAROLINA
DA 7E' FEBRUARY 2015
SHEET 777LE.•
AIWW DISPOSAL AREA NO. 284 PLAN
o zso' tao'
i"=250'
Q3AI33
rn cro lix
7
.90
= 3.83
gr,
ON
SHEET
14
OF
27

20
10
co
00
0
Q 0
z
w
w
z
O —10
F=
Q
Li
.J
W
—20
— 30
0+00
SECTION A
I
MHW
= +1.79
_
EXISTING
GRADE
MLW
= —2.94
w
i
DR
DGE EL —15.
NEW CHANNEL
SECTI
N
1
0'
1+00 2+00 3+00 4+00 5+00
DISTANCE (FEET)
r PROJECT 777LE LOCKWOODS FOLLY HABITAT RESTORATION
PROJECT DREDGING OF EASTERN CHANNEL
DA 7UM: NAVD 88 (FT)
PREPARED BY.MOFFATT R NICHOL
20
10 10
00
00
00
0 Z
0
>
w
w
Q
Ii
z
z
w
—10 O
Ld —10
Q
>
z
Ld
O
J
Ld
F--
Q
—20
—20
J
w
— 30
6+00
—30
0+00
SECTION B
EXISTING GRADE
MHW
= +1.79
MLW = —2.94
NEW CHANNEL
SECTI
N
DREDGE
EL —15.
1
0'
PREPARED EOR: BRUNSWICK COUNTY, NORTH CAROLINA
DATE FEBRUARY 2015
1+00 2+00 3+00 4+00
DISTANCE (FEET)
SHEET 777LE.-
DREDGE TYPICAL SECTIONS 1 OF 6
10
.lf
Q
z
w
—10
z
O
F—
Q
—20 J
w
CE VED 30
5+00 6+00
MAR 0 4 2M
W-1waartry
RECEIVED
DCM WILMINGTON, NC
MAR 0 2 2015
SHEET
15
OF
27

10
Z
O
Q
J —20
w
—30
0+00
SECTION C
EXISTING
GRADE
MHW
= +1.79
W
NEW CHANNEL
SECTI
N
DREDGE
EL —15.
1
0'
1+00 2+00 3+00 4+00 5+00
DISTANCE (FEET)
PRO✓ECT 777ZE LOCKWOODS FOLLY HABITAT RESTORATION
PROJECT DREDGING OF EASTERN CHANNEL
DATUM: NAVD 88 (FT)
PREPARED BY MOFFATT & NICHOL
10 10
0 OD
00 0
Q
Q
z
Z
w
w
—10 Ld
Ld —10
v
v
Z
Z
O
O
F—
F-
Q
Q
—20
J —20
J
w
w
—30
6+00
—30
0+00
PREPARED FOR: BRUNSWICK COUNTY, NORTH CAROLINA
DATE' FEBRUARY2015
ALTO CIH Mw00
W1 to SYR
C13/V30_jd
SECTION D
i
_ MHW
= +1.79
EXI
ING GRADE
J = MLW
= —2.94
DREDGE
EL —12.0
NEW C
ANNEL SECT
ON
7
'
1+00 2+00 3+00 4+00 5+00
DISTANCE (FEET)
SHEET 77TLE.,
DREDGE TYPICAL SECTIONS 2 OF 6
10
q .•
w
—10 �
Z
O
Q
—20 J
w
—30
6+00
SHEET
16
OF
27

10
00
00 0
m
a
z
w
�
-10
Z
O
PZ
Q
J —20
LLJ
—30
0+00
SECTION E
MHW
= +1.79
EXISTI
G GRADE
MLW
= —2.94
i
w
DRE
GE EL —15.0
NEW CHANNEL
SECT
ON
7
1+00 2+00 3+00 4+00 5+00
DISTANCE (FEET)
PROJECT 777LE. LOCKWOODS FOLLY HABITAT RESTORATION
PROJECT DREDGING OF EASTERN CHANNEL
DA 7UM.' NAVD 88 (FT)
PREPARED BY.' MOFFATT & NICHOL
10 10
-� .0
0 0o
OD 0
a
a
z
z
Lj
Ld
—10 Ld
Ljj —10
Z
Z
O
O
Q
Q
—20 J
—20
J
Lv
Ld
—30
6+00
—30
0+00
PREPARED FOR: BRUNSWICK COUNTY, NORTH CAROLINA
DATE: FEBRUARY2015
SECTION F
MHW
= +1.79
MLW
= —2.94
i
�
w
/141
DREDGE
EL —15.0
NEW
CHANNEL SE
TION
4
1+00 2+00 3+00 4+00
DISTANCE (FEET)
SHEET 777LE.
DREDGE TYPICAL SECTIONS 3 OF 6
10
L ..
w
-10 bi
z
O
F-
Q
—20 J
L
—30
5+00 RECENV+00
MAR 0 4 2015
N1-l1�'uMLlet rrt1�
IZECEIVcD
DCM WILMINGTON, NC
MAR 0 2 2015
SHEET
17
OF
27

u1D (]HW-WOO
SIOl to av
03AI3C3d
SECTION G
10
10
SECTION H
00
�
00
0
0
co
10
10
>
>
Q
Q
00
00
z
z
0
LLJ
—10
—10
Z
o
o Z
O
O
w
w
Q
Q
J
-20
-20
J
-10
-10 O
W
W
_o
~
~
Q
Q
W
W
J
J
W
W
—30
—30
—20
—20
0+00
1+00 2+00 3+00 4+00 5+00
6+00
0+00
1+00 2+00 3+00 4+00
5+00
6+00
DISTANCE (FEET)
DISTANCE (FEET)
EXIS
ING GRADE
MHW
= +1.79
c�
� — MLW
= —2.94
NEW
CHANNEL .SE
TION
4'
DREDGE
EL —12.0
j
PRO✓ECT n7LE. LOCKWOODS FOLLY HABITAT RESTORATION
PROJECT DREDGING OF EASTERN CHANNEL
DATUM: NAVD 88 (FT)
PREPARED BY.' MOFFATT & NICHOL
PREPARED FOR: BRUNSWICK COUNTY, NORTH CAROLINA
DA 7E• FERRUARV 2015
I
i
MHW
= +1.79
MLW
= —2.94
DREDGE
EL —9.0
NEW
CHANNEL SE
TION
4'
SHEET T/TLE'
DREDGE TYPICAL SECTIONS 4 OF 6
SHEET
18
OF
27

10
00
00
0
Q 0
z
w
w
w
z
o —10
F_
Q
w
I
w
—20
SECTION J
MHW
= +1.79
E
ISTING GRACE
^
DREDC
— MLW'=
E EL —9.0
—2.94
u�
NEW
CHANNEL SE
TION
4
i
0+00 1+00
10 10
0 a
Q o
Z
Z
w
w
w
w
w
LL
z
z
—10 O
O —10
Q
�
w
w
J
.J
W
w
—20
—20
SECTION K
MHW
= +1.79
_ MLW
= —2.94
NEW
HANNEL SE
TION
5'
2+00 3+00 4+00 5+00 6+00 0+00 1+00
DISTANCE (FEET)
PROJECT 7777E. LOCKWOODS FOLLY HABITAT RESTORATION
PROJECT DREDGING OF EASTERN CHANNEL
OA 7UM: NAVD ee (FT)
PREPARED 6Y. MOFFATT & NICHOL
r PREPARED FOR: BRUNSWICK COUNTY, NORTH CAROLINA
DA 7E FEBRUARY 2015
2+00 3+00 4+00
DISTANCE (FEET)
SHEET 777LE.-
DREDGE TYPICAL SECTIONS 5 OF 6
10
OD
00
0
0 Q
z
H
w
w
L�
z
—10 O
Q
w
_J
w
—20
5+00 6+00
RECEIVED
DCM WILMINGTON, NC
MAR 0 2 2015
RECEIVED
MAR 0 4 2015
SHEET
19
of
27

10
00
00
0
Q 0
z
w
w
z
0 -10
Q
w
J
w
BSI
SECTION L
MHW
= +1.79
EXISTING
w,�
3RADE
M' DREDG
MLW
EL -9.0
= -2.94
NEW
3HANNEL SE
TION
5
�
0+00 1+00 2+00 3+00 4+00 5+00
DISTANCE (FEET)
PROJECT 777LE LOCKWOODS FOLLY HABITAT RESTORATION
PROJECT DREDGING OF EASTERN CHANNEL
VA 77JM: NAVD 88 (FT)
PREPARED BY.' MOFFATT & NICHOL
10 10
U ..
0 Q
Q 0
z
z
w
w
w
w
L�
Li
z
z
-10 0
0 -10
Q
Q
w
w
J
J
w
w
-20
6+00
-20
0+00
PREPARED FOR: BRUNSWICK COUNTY, NORTH CAROLINA
DAM: FEBRUARY 2015
All J O3ONHW-W3�3t1HO
Slot � 0 NVN
SECTION M
EXISTING
GRADE
50'
(NO
RADIUS BUFFER
DREDGING)
DREDGE E
-9.0
2
MN
,
\
SUB --BOTTOM CONTACT
10
00
co
0
0 Q
z
w
w
L�
z
-10 0
Q
w
J
w
-20
1+00 2+00 3+00 4+00 5+00 6+00
DISTANCE (FEET)
SHEET 777LE.'
DREDGE TYPICAL SECTIONS 6 OF 6
SHEET
20
OF
27

30
20
OD
OD
Q 10
z
1--
Ld
w
LL
0 0
Q
w
I
W
—10
—20
0+00
HORSE ISLAND FILL SECTION M
EXISTING
MP RISER
i
E
= 9.70
EXISTING GR
NDE
ROPOSED FILL
�171 An
/r 11 II
— MH
i
i
i
= +1.79
— MIL
= —2.94
EXISTI
G 36"0 CMP
I
1+00 2+00 3+00 4+00 5+00
DISTANCE (FEET)
PROJECT 777LE.- LOCKWOODS FOLLY HABITAT RESTORATION
PROJECT DREDGING OF EASTERN CHANNEL
DA 7UM: NAVD 88 (FT)
PREPARED BY.' MOFFATT & NICHOL
30 30
20 20
10 Z
Z 10
Lv
Ld
LLJ
Ld
z
z
0 0
0 0
w
Ld
J
J
W
W
—10
—10
—20
6+00
—20
0+00
PREPARED FOR: BRUNSWICK COUNTY, NORTH CAROLINA
DATE' FEBRUARY2015
HORSE ISLAND FILL SECTION N
EXI
TING GRADE
PROPOSED F
=Fi An
L.L.
/
MHW =
1
\
1.79
)57
MLW = — .94
1+00 2+00 3+00 4+00
DISTANCE (FEET)
30
20
00
00
10 Z
Lv
Ld
LL
z
0 0
H
Q
W
J
W
—10 1
—20
5+00 6+00
RECEIVED
DCM WILMINGTON, NC
b1AR 0 2 2015
SHEET 777LE-
RECEIVED
DISPOSAL AREA FILL SECTIONS
MAR 0 4 2015
SHEET
21
OF
27

30
20
00
00
0
Z 10
1—
w
LLJ
L�
O_ 0
a
Ld
J
W
—10
674+82 PROFILE
\
EXISTING
GRADE
BERM EL +
BERM WIDTH
.0
— 68'
\
BASE FILL @
PROP
— 50.7 CY
SED NOURI
FT
HMENT
MH
N= +1.79
— —0 57
_
ML
V= —2.94
30
30 20
20
00
10
000
>
Q
00
z
>
I--
10
Z
LLJ
LLJ
0
LLJ
z
LLJ
O
F—
Q
0
O
w
—10
I--
J
LLJ
a
LLJ
J
LLJ
—10
—20
—20 —20
0+00 1+00 2+00 3+00 4+00 5+00 6+00
DISTANCE (FEET)
PROJECT TITLE LOCKWOODS FOLLY HABITAT RESTORATION
PROJECT DREDGING OF EASTERN CHANNEL
DA 7I/M.' NAVD e6 (FT)
PREPARED BY MOFFATT & NICHOL
i
672+57 PROFILE
4iJ 61-"-W-)C1
�.ut to m
O3AI303a
30
EXISTING
GRADE
BERM EL
BERM WID
7.0
H — 115'
BASE FILL
PROPOSED
2
® — 80.3
NOIJRISHMENT
Y/FT
MH
N= +1.79
_
ML
= —2.94
20
Q
Z
Li
0 w
L�
z
O
H
Q
—10 w
J
LJ
—20
—30 —30
0+00 1+00 2+00 3+00 4+00 5+00 6+00
DISTANCE (FEET)
PREPARED FOR: BRUNSWICK COUNTY, NORTH CAROLINA
DATE' FEBRUARY 2015
SHEET 777LE.'
NOURISHMENT SECTIONS 1 OF 6
SHEET
22
OF
27

wk
20
00
00 10
Q
z
w
w 0
LL
z
O_
F-
Q
w —10
J
w
—20
670+07 PROFILE
EXISTING
RADE
BERM EL +7
BERM WIDTH
0
— 187'
PROPOSED
20,7
NOURISHMENT
MH
= +1.79
ML
= —2.94
30
20 30
00
10 00
20
>
Q
00
00
z
Ld
>
Ld
0 Lu
Z
10
Z
LLB
O
w
I—
v
w
—10
O
0
J
w
F_
Q
w
J
w
—20
—10
—30 —30
0+00 1+00 2+00 3+00 4+00 5+00 6+00
DISTANCE (FEET)
r PROJECT 777LE.- LOCKWOODS FOLLY HABITAT RESTORATION
PROJECT DREDGING OF EASTERN CHANNEL
DA 7Z/M: NAVD 88 (FT)
PREPARED BY.' MOFFATT & NICHOL
667+57 PROFILE
I
EXISTING GRADE
SEE NOTE
BERM EL
+7.0
BASE FILL
® — 126.2
CY/FT
PROPOSED N
URISHMENT
M
W = +1.79
\
0• —
_ 0 57
\
MW=-2.94
NOTE:
APPROXI
ATE LOCATION OF
SANDBAG
REVETMENT, REFER TO
NCDCM P
RMITS FOR DETAILS.
30
20
00
00
0 p
a
w
J
w
—10
—20 —20
0+00 1+00 2+00 3+00 4+00 5+00 6+00
DISTANCE (FEET) RECEIVED
DCM WILMINGTON, N
MAR 0 2 2015
PREPARED FOR.- BRUNSWICK COUNTY, NORTH CAROLINA
DATE: FEBRUARY2015
SHEET 777LE.-
NOURISHMENT SECTIONS 2 OF 6 MAR 0 4 2015
SHEET
23
OF
27

20
00
O0 10
Q
z
F-
w
w 0
w
z
O
Q
w -10
J
w
665+84 PROFILE
EXISTING
GRADE
SEE NOTE
BE
M EL +7.0
/
BER
BASE
M WIDTH -
FILL ® ^
46
118.4 CY/FT
PROPOSED
NOURISHMENT
20.
MH
PV= +1.79
\
p MLA
NOTE:
APPROXIMATE
LOCATION
OF
SANDBAC
REVETMENT
REFER TO
NCDCM FERMITS
FOR
DETAILS.
30
20
20
00
00
..
00
10 00
m
>
Z 10
0
>
Q
Z
w
w
w
F-
w
0 �
v
z0 0
-
L
z
O
>
~
Q
-10 w
J
W
-10
J
w
-20 -20
0+00 1+00 2+00 3+00 4+00 5+00 6+00
DISTANCE (FEET)
PROJECT 77TLE LOCKWOODS FOLLY HABITAT RESTORATION
PROJECT DREDGING OF EASTERN CHANNEL
DA 7UM.- NAVD 88 (FT)
PREPARED BY: MOFFATT 3 NICHOL
J
43n13�3�
663+32 PROFILE
I
EXIST114G
GRADE
ERM EL +7
ERM WIDTH
0
- 170'
ASE FILL ®
PROP
20.
- 109.2 CY
SED NOURISHMENT
MH
FT
= +1.79
ML
= -2.94
I
30
20
00
00
0
10 Z
w
w
w
0 O
W
J
W
-10 I
-20 i I i i i I i i i i 1-20
0+00 1+00 2+00 3+00 4+00 5+00 6+00
DISTANCE (FEET)
PREPARED FOR: BRUNSWICK COUNTY, NORTH CAROLINA
OATS FEBRUARY2015
SHEET 777LE.•
NOURISHMENT SECTIONS 3 OF 6
SHEET
24
OF
27

20
.• l
0
Q
z
w
w 0
z
O
Q
w —10
J
W
661+13 PROFILE
EXISTING
GRADE
BERM
BE
EL +7.0
M WIDTH
41'
\
BASE
FILL ® —
PROPOSE
2p.
92.4 CY/FT
NOURISHMENT
_ MH
Wn
= +1.79
_
\
ML
V= —2.94
I
30
20 20
00
10 °D
00
co 10
0
Q
0
Q
z
z
w
0 w
w
w 0
z
O
z
O
a
—10 w
Q
w —10
J
W
-1
W
—20 —20
0+00 1+00 2+00 3+00 4+00 5+00 6+00
DISTANCE (FEET)
PROJECT 777LE.• LOCKWOODS FOLLY HABITAT RESTORATION
PROJECT DREDGING OF EASTERN CHANNEL
DA7MM: NAVD 88 (FT)
PREPARED BY.' MOFFATT & NICHOL
658+63 PROFILE
EXISTING
GRA
B
B
E
RM EL +7.
RM WIDTH
116'
BASE
FILL ®
PROPOSED
2
66.9 CY/F
NOURISHMENT
MH
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- - - EXISTING MEAN TIDE LEVEL LINE
--- EXISTING MEAN LOW WATER LINE
---PROPOSED MEAN LOW WATER LINE
EXISTING MARSH LINE
NOTE:
BATHYMETRICAL CONTOURS SHOWN
BASED ON SURVEYS PERFORMED
BY GEODYNAMICS IN JULY 2014
PROJECT T/RE' LOCKWOODS FOLLY HABITAT RESTORATION
PROJECT DREDGING OF EASTERN CHANNEL
DATUM: NAVD 88 (FT)
PREPARED BY: MOFFATT & NICHOL
PREPARED FOR: BRUNSWICK COUNTY, NORTH CAROLINA
DATE' NOVEMBER 2014
SHEET 71TLE RECEIVED
DCM WILMINGTON, NC
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--- EXISTING MEAN LOW WATER LINE
---PROPOSED MEAN LOW WATER LINE
EXISTING MARSH LINE
PROJECT TITLE LOCKWOODS FOLLY HABITAT RESTORATION
PROJECT DREDGING OF EASTERN CHANNEL
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9
OF
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LEGEND:
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PROJECT TITLE• LOCKWOODS FOLLY HABITAT RESTORATION
PROJECT DREDGING OF EASTERN CHANNEL
DATUM: NAVD 88 (Fr)
PREPARED BY.' MOFFArr & NICHOL
PREPARED FOR: BRUNSWICK COUNTY, NORTH CAROLINA
DATE' NOVEMBER 2014
SHEET TITLE
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LEGEND:
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NOTE:
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BY GEODYNAMICS IN JULY 2014
PRO✓ECi TITLE LOCKWOODS FOLLY HABITAT RESTORATION
PROJECT DREDGING OF EASTERN CHANNEL
DATUM: NAVD 88 (Fr)
PREPARED BY: MOFFATf & NICHOL
PREPARED FOR: BRUNSWICK COUNTY, NORTH CAROLINA
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SHEET
11
OF
28

EXISTING HALF
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EXISTING MARSH LINE
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PR0✓ECT TITLE LOCKWOODS FOLLY HABITAT RESTORATION
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O
Ld
-10
F=
Q
>
z
w
O
J
W
H
Q
-20
-20
J
Ld
-30
1+00 2+00 3+00 4+00 5+00 6+00
DISTANCE (FEET)
PROJECT TITLE LOCKWOODS FOLLY HABITAT RESTORATION
PROJECT DREDGING OF EASTERN CHANNEL
DATUM: NAVD 88 (FT)
PREPARED BY: MOFFATf & NICHOL
SECTION B
EXISTING
3RADE
MHW
= +1.79
c,!
MLW = -2.94-
NEW CHANNEL
SECTI
N
DR
DGE EL -15.
1
0'
10
0
Q
z
Ld
-10 Ld
z
O
a
-20 J
LJ
-30 -30
0+00 1+00 2+00 3+00 4+00 5+00 6+00
DISTANCE (FEET)
PREPARED FOR: BRUNSWICK COUNTY, NORTH CAROLINA
DATE.' NOVEMBER 2014
RECEIVED
JAN 0 7 K
BEM-MHD CITY
SHEET TITLE -
RECEIVED
DREDGE TYPICAL SECTIONS 1 OF@M WILMINGTON. NO
DEC 12 2014
SHEET
14
OF
28

10
SECTION C
EXISTING
GRA
E
v MHW
= +1.79
—
— —
W
— MLW = -2.94
NEW CH
NNEL SECTI
N
DR
DGE EL -15.
1
0'
10 10
0 00
00 0
Q
Q
Z
Z
F-
I-
LLJ
Ld
-10 Lii
Ld -10
Z
Z
O
O
H
F—
Q
Q
-20 W
-20
J
Ld
w
-30 1 -30
0+00 1+00 2+00 3+00 4+00 5+00 6+00
DISTANCE (FEET)
PROJECT TITLE LOCKWOODS FOLLY HABITAT RESTORATION
PROJECT DREDGING OF EASTERN CHANNEL
DATUM: NAVD 88 (Fr)
PREPARED BY.' MOFFATf & NICHOL
SECTION D
MHW
= +1.79
E
ISTING GRACE
MLW
= -2.94
DREDGE
EL -12.0
NEW C
ANNEL SECT
ON
7
'
10
F—
Ld
10 �
Z
O
F—
Q
-20 J
LLI
-30 i i i I i i i i i i 1 1 1 1 1 1 1 1-30
0+00 1+00 2+00 3+00 4+00 5+00 6+00
DISTANCE (FEET)
PREPARED FOR: BRUNSWICK COUNTY, NORTH CAROLINA
DATE.' NOVEMBER 2014
RECEIVED
1AN 0 7 2m
99W=M E)elTv
SHEET TITLE'
DREDGE TYPICAL SECTIONS 2 QfC � RECEIVED
WILMINGTON, NC
DEC 12 2014
SHEET
15
OF
28

Me
•• f
W
� -10
z
O
Q
J —20
Ld
SECTION E
MHW
= +1.79
EXISTI
G GRADE
MLW
= -2.94
NEW C
ANNEL SECT
ON
DREDGE
EL -15.0
7'
10 10
00
00
0 00
00 0
Q
Q
z
z
Ld
Ld
-10 �
Ld -10
z
z
O
O
Q
Q
-20
J -20
J
LLI
L,J
-30 -30
0+00 1+00 2+00 3+00 4+00 5+00 6+00
DISTANCE (FEET)
PROJECT 777LE- LOCKWOODS FOLLY HABITAT RESTORATION
PROJECT DREDGING OF EASTERN CHANNEL
DATUM: NAVD 88 (FT)
PREPARED BY.' MOFFATT & NICHOL
SECTION F
MHW
= +1.79
EXISTI
G GRADE
-057
MLW
= -2.94
W
DREDGE
EL -15.0
NEW
CHANNEL SE
TION
4
'
10
.1
Q
Z
Ld
—10 LLJ
z
O
Q
-20 J
Lil
-30 -30
0+00 1+00 2+00 3+00 4+00 5+00 6+00
DISTANCE (FEET)
PREPARED FOR: BRUNSWICK COUNTY, NORTH CAROLINA
DATE NOVEMBER 2014
RECEIVED
1AN072015
porn:x�w•4.gryTv
SHEET RTLE
RECEIVED
DREDGE TYPICAL SECTIONS 3 OF 6^ VVILMINGTON
DEC 12 2014
J
SHEET
16
OF
28

0
Q
z
t—
w
� —10
z
O_
F-
Q
J —20
w
— 30
0+00
SECTION G
EXIS
NG GRADE
MHW
= +1.79
MLW
= —2.94
u!
A
DREDGE
EL —12.0
NEW
CHANNEL SE
TION
J
4
1+00 2+00 3+00 4+00 5+00
DISTANCE (FEET)
PRO✓ECT TITLE LOCKWOODS FOLLY HABITAT RESTORATION
PROJECT DREDGING OF EASTERN CHANNEL
DATUM: NAVD 88 (FT)
PREPARED BY. MOFFATf & NICHOL
01
0 0000
10
0
Q
00
z
00
>
>
w
—10 W
0
z
z
w
O_
LLI
F
v
>
z
—20 J
—10
w
_O
Q
w
J
w
—30
6+00
—20
0+00
PREPAREDFOR.- BRUNSWICK COUNTY, NORTH CAROLINA
DATE NOVEMBER 2014
SECTION H
MHW
= +1.79
EXISTING
GRADE
KDRED
_ MLW
E EL —9.0
= —2.94
NEW
CHANNEL SE
TION
4
'
1+00 2+00 3+00 4+00 5+00
DISTANCE (FEET)
10
I
co
0
0 Q
z
w
w
w
z
—10 O
a
w
J
w
—20
6+00
RECEIVED
JAN 0 7 20b
P9M=MHR Pam'
SHEET A7LE.• SHEET
DREDGE TYPICAL SECTIONS 4 OF ®CM RECEIVED
EMINGTON, 17
of -
DEC 12 M4 28

10
00
00
0
Q 0
z
F-
W
W
L�
z
O —10
Q
W
J
W
-20
SECTION J
MHW
= +1.79
EXISTINC
GRADE
v
w^
/
DRED
_ MLW
E EL -9.0
= -2.94
NEW
CHANNEL SE
TION
4'
0+00 1+00 2+00 3+00 4+00
DISTANCE (FEET)
PROJECT ARE.• LOCKWOODS FOLLY HABITAT RESTORATION
PROJECT DREDGING OF EASTERN CHANNEL
DA 7UM.- NAVD 88 (Fr)
PREPARED BY.' MOFFATT & NICHOL
SECTION K
10 10
.. ••
10
00
00
0 a
z
W
W
W
z
-10 O
F-
Q
W
J
W
-20
5+00 6+00 0+00 1+00 2+00 3+00 4+00 5+00 6+00
DISTANCE (FEET)
0 a
Q 0
z
z
W
Ld
W
W
L�
L�
z
z
—10 O
O —10
Q
Q
W
W
J
J
W
W
-20
-20
PREPARED FOR.• BRUNSWICK COUNTY, NORTH CAROLINA
DA TE NOVEMBER 2014
MHW
= +1.79
EXI
TING GRADE
_ MLW
= -2.94
NEW
HANNEL SECTION
L5:jr
SHEET ATLE
DREDGE TYPICAL SECTIONS 5 OF DECEIVED
DCM WILMINGTON, NC
RECEIVED
JAN 0 7 1015
SHEET
18
OF
28

`tu
30
00 20
0
Q
z
LLI
LwL 10
z
0
F-
Q
w 0
J
w
-10
-20
SHEEP ISLAND FILL SECTION M
EXISTING
GRA
E
EL 19.6
EXI
TING
PROPOSED
FILL
EM
RISER
L
15.75
D,.�
/
I
I
J
u
u_
J
MHWKATI
79
L
-
0 57
EXISTING 36
0 CMP-/
MLW = -2.94
Yu
Yv
30
30
20
00
00
20
Q
Q
z
z
1--
1--
10
Ld
Ld
10
z
z
0
0
0
Ld
Ld
0
J
J
w
w
-10
-10
-20
-20
SHEEP ISLAND FILL SECTION N
EXIS
1
ING GRADE
PROPOSED
FILL
EL 19.6
J
MHW
+1.79
MLW = -2.94
YV
30
20 00
Q
z
L1
10 LLJ
z
0
Q
0 w
J
LLI
-10
-20
0+00 1+00 2+00 3+00 4+00 5+00 5+93 0+00 1+00 2+00 3+00 4+00 5+00 5+93
DISTANCE (FEET) DISTANCE (FEET) RECEIVED
JAN 0 7 204
�( N1. AN IJH Nlbu
PROJECT TITLE' LOCKWOODS FOLLY HABITAT RESTORATION
PROJECT DREDGING OF EASTERN CHANNEL
DATUM' NAVD 88 (Fr)
PREPARED BY: MOFFATf & NICHOL
PREPARED FOR: BRUNSWICK COUNTY, NORTH CAROLINA
DATE.' NOVEMBER 2014
SHEET TITLE'
RECEIVED
DISPOSAL AREA FILL SECTIONS ' Mll," 'TON, NC
DEC 12 2014
SHEET
20
OF
28

we,
N•,
00
co
0
z 10
w
w
w
O 0
H
Q
w
J
W
06
673+53 PROFILE
EXIc
TING GRADE
BERM EL +
BERM WIDTH
.0
— 53'
BASE FILL G
PRO
— 53.6 CY
OSED NOURISHMENT
FT
_ M
W=+1.79
M
W = —2.94
30
30 20
00
20
00
10
00
>
Q
00
Z
0
>
�
10
Z
w
Ld
0
w
Z
w
0
Q
0
ZO
w
—10
F:
Q
J
w
w
J
W
—10
—20
—20 —20
0+00 1+00 2+00 3+00 4+00 5+00 6+00
DISTANCE (FEET)
PROJECT TITLE LOCKWOODS FOLLY HABITAT RESTORATION
PROJECT DREDGING OF EASTERN CHANNEL
DATUM: NAVD 88 (FT)
PREPARED BY: MOFFATT & NICHOL
—30
0+00
PREPARED FOR: BRUNSWICK COUNTY, NORTH CAROLINA
DATE, NOVEMBER 2014
671+01 PROFILE
EXIS
ING GRADE
BERM EL
BERM WIDTH
7.0
— 74'
1
BASE FILL
PROPOSED
0 — 80.6 C
NO
Y/FT
RISHMENT
MF
KAI
W = +1.79
I_ _
\
\
_ MW=-2.94
30
20
i ..
0
Q
Z
I—
w
0 w
W
z
0
a
—10 w
J
w
-20
-30
1+00 2+00 3+00 4+00 5+00 6+00
DISTANCE (FEET)
RECEIVED
JAN 0 7 2015
EfFM-MHA SIN
SHEET TITLE
RECEIVED
NOURISHMENT SECTIONS 1 OF 8 VILMINGTON, NC
DEC 12 2014
i
SHEET
21
OF
28

30
20
N"
,� k
0
Q
z
F—
w
w 0
LL
-20
668+48 PROFILE
EXISTI
G GRADE
(0"
DU14E
DU14E
EL +10.0
WIDTH
BERME
BERM AIDTH
0'
+7.0
- 71'
+�
\
BASE FILL
@ - 89.
PROPOSED 14OURISHMENI
CY/FT
_ M
IW=+1.79
MLW
30
20 30
10
00
20
>
Q
00
00
z
>
0
w
LLI
z
10
z
w
0
w
L�
-10
w
O
0
J
w
H
Q
>
W
J
w
-20
-10
-30 -30
0+00 1+00 2+00 3+00 4+00 5+00 6+00
DISTANCE (FEET)
PROJECT T/TLE' LOCKWOODS FOLLY HABITAT RESTORATION
PROJECT DREDGING OF EASTERN CHANNEL
DATUM.' NAVD 88 (FT)
PREPARED BY': MOFFATT & NICHOL
-20
0+00 1+00
PREPARED FOR: BRUNSWICK COUNTY, NORTH CAROLINA
DATE' NOVEMBER 2014
665+96 PROFILE
EXISTING
GRADE
UNE EL +10.0
DUNE WIDTH
20'
BERM
EL +7.0
w
BASE
FILL ®88.
CY/FT
Z\
PROPOSE
NOURISHMENT
L-
\
M
IW = +1.79
uwi
20•
- -
\
MW=-2.94
_
NOTE:
APPROXI
ATE LOCATI
OF
SANDBAG
REVETMENT,
REFER TO
NCDCM PERMITS
FOR
DETAILS.
Kal
20
00
00
0
10 z
w
w
LL
0 0
Q
>
w
J
w
-10
-20
2+00 3+00 4+00 5+00 6+00
DISTANCE (FEET)
RECEIVED
JAN 0 7 2015
F�arq _hnNry C.11Y
SHEET 777-LE RECEIVED
1IILMINGTON, NC
NOURISHMENT SECTIONS 2 OF 8
DEC 12 2014
SHEET
22
OF
28

20
Q
z
w
Ld 0
L�
z
O
F-
Q
w —10
J
Ld
663+45 PROFILE
DUNE EL +1
.0
DUNE WIDTH
20'
BERM
EL +7.0
�?
BERM
WIDTH 58
J
\
BASE
ILL ® — 55
3 CY/FT
\
PROPOSED
NOURISHMENT
20
M
IW = +1.79
T
_ M
W=-2.94
XISTING GRADE
J
�
30
20
20
00
00
00
10 40
>
Z 10
>
>
Q
Ld
z
Ld
�
LLJ
0 LLJ
z
O 0
..
F-
Q
O
F-
w
J
W
Q
—10 w
—10
J
Ld
—20 —20
0+00 1+00 2+00 3+00 4+00 5+00 6+00
DISTANCE (FEET)
PROJECT TITLE LOCKWOODS FOLLY HABITAT RESTORATION
PROJECT DREDGING OF EASTERN CHANNEL
DA 7UM.' NAVD 88 (Fr)
PREPARED BY., MOFFArr 8 NICNOL
661+04 PROFILE
EXISTING GRADE
BER
/—BERV
EL +7.0
WIDTH
1'
BASE
FILL ®
PROPOSED
2p.
0.7 CY/FT
NOURISHMENT
M
IW = +1.79
�—
M
W = —2.94
30
20
00
00
10 z
LLJ
Ld
L�
z
0 O
Q
LLJ
J
W
—10 1
—20 1 i i i I i i i I i i i i i i I i i i I i i i —20
0+00 1+00 2+00 3+00 4+00 5+00 6+00
DISTANCE (FEET)
RECEIVED
1AN 0 7 2015
pCM.MHq Fury
PREPARED FOR: BRUNSWICK COUNTY, NORTH CAROLINA
DATE' NOVEMBER 2014
SHEET T/TLE-
NOURISHMENT SECTIONS 3 OF RECEIVED
�CM WILMINGTOI,,
DEC 12 2014
SHEET
23
OF
28

20
00
00 10
Q
Z
w
w O
w
z
O
F=
a
w -10
J
W
-20
0+00
658+54 PROFILE
EXISTING
GRAD
BEFM
BE
EL +7.0
M WIDTH
1'
BASE
FILL ® -
PROPOSED
2p.
46.8 CY/FT
NOURISHMENT
M
IW=+1.79
MW=-2.94
30
pill
00
20
00
10
0
Q
z
o
~
w
10
00
LLJ
0
o
>
z
z
O_
w
>
0
Lu
u-
-10
J
v
W
Z
O
a
-10
w
-20
J
W
-20
1+00 2+00 3+00 4+00 5+00 6+00
DISTANCE (FEET)
PROJECT TITLE LOCKWOODS FOLLY HABITAT RESTORATION
PROJECT DREDGING OF EASTERN CHANNEL
DA 7UM.- NAVD 88 (FT)
PREPARED BY.' MOFFATf & NICHOL
-30
0+00
PREPARED FOR. BRUNSWICK COUNTY, NORTH CAROLINA
DATE' NOVEMBER 2014
656+03 PROFILE
XISTING GRADE
/
BEF
BEF
M EL +7.0
M WIDTH -6
'
\
BASE
FILL ® -
PROPOSE
2
50.8 CY/FT
NOURISHMENT
_ M
W = +1.79
\--
M
\
W= -2.94
30
20
[Te
-20
-30
1+00 2+00 3+00 4+00 5+00 6+00
DISTANCE (FEET)
RECEIVED
JAN 0 7 2015
p�ryn_rsnp+rq psis
SHEET TITLE,
RECEIVED
NOURISHMENT SECTIONS 4 OF 8'M WILMINGTON, NC
DEC 12 2014
J
SHEET
24
OF
28

30
20
00
00
0
Z 10
w
w
O 0
F—
Q
w
J
W
1 —10
653+53 PROFILE
EXISTING GRADE
BERN
BERN
EL +7.0
WIDTH — 5
'
BASE
FILL ® — 31.8
PROPOSED
2p.
CY/FT
NOURISHMEN
M
W = +1.79
M
\
W = -2.94
30 30
20
20
OD
00
00
00
O
�
10
Z
z
10
�
F-
w
LLJ
Ld
LLI
0
O
O
0
Q
Q
w
w
J
J
W
W
—10
—10
—20 i i i I i i i i i i i i i I 1 —20
0+00 1+00 2+00 3+00 4+00 5+00 6+00
DISTANCE (FEET)
PROJECTTITLE: LOCKWOODS FOLLY HABITAT RESTORATION
PROJECT DREDGING OF EASTERN CHANNEL
DATUM.' NAVD 88 (Fr)
PREPARED BY, MOFFATT & NICHOL
—20
0+00
PREPARED FOR., BRUNSWICK COUNTY, NORTH CAROLINA
DATE NOVEMBER 2014
651+03 PROFILE
/
E
ISTING GRAD
BERM
BERM
L +7.0
NIDTH — 51'
\PROPOSED
BASE
20•
FILL ® — 23.5
NOURISHMENT
CY/FT
M
W = +1.79
MW=-2.94
30
20
00
00
0
10 Z
w
w
L.�
0 O
Q
w
J
Lti
—10
—20
1+00 2+00 3+00 4+00 5+00 6+00
DISTANCE (FEET)
RECEIVED
1AN 0 7 &;
RgWfWNGl #TY
SHEET 777ZE.•
NOURISHMENT SECTIONS 5 OF 8DCM RECEIVED
o
DEC 12 2014
SHEET
25
OF
28

30
20
ro
ro
0
Z 10
LLJ
LLJ
LL
O 0
Q
LLJ
J
W
-10
648+54 PROFILE
_
XISTING GRADE
BERME
BERM WI
+7.0
TH - 16'
BASE FILL
PROPOSED
20'
® - 13.0
NOUR
CY/FT
SHMENT
_ MF
W = +1.79
M
W = -2.94
30 30
20
20
00
00
00
00
0
0
10
Z
Z
10
LLJ
LLJ
LLJ
LLJ
LL.
LL.
0
O
O
0
F-
F-
Q
Q
W
LLJ
J
J
W
W
-10
-10
-20 -20
0+00 1+00 2+00 3+00 4+00 5+00 6+00
DISTANCE (FEET)
PROJECT 777LE LOCKWOODS FOLLY HABITAT RESTORATION
PROJECT DREDGING OF EASTERN CHANNEL
DA 7UM.• NAVD 88 (FT)
PREPARED BY., MOFFATT & NICHOL
-20
0+00 1+00
PREPARED FOR. BRUNSWICK COUNTY, NORTH CAROLINA
DATE' NOVEMBER 2014
630+94 PROFILE
EXISTING
BERM
BERM
GRADE
L +7.0
NIDTH - 16'
BASE
PROPOSED
RL.L. ® - 27.1
NOURISHMENT
CY/FT
M
IW = +1.79
\
MW=-2.94
30
20
00
00
10 z
LLJ
w
LL
0 zp
Q
LLJ
J
W
-10
-20
2+00 3+00 4+00 5+00 6+00
DISTANCE (FEET)
RECEIVED
JAN 0 7 2015
DCM-MHD CITY
SHEET 777LE-
NOURISHMENT SECTIONS 6 OF p RECEIVED
TJCM WILMINGTON, N
DEC 12 2014
SHEET
26
OF
28

30
20
00
00
z 10
Ld
w
L.L
O 0
F
Q
LiJ
J
w
—10
—20
0+00
628+44 PROFILE
EXISTING
BERM El
BERM
GRADE
+7.0
IDTH - 16'
\
BASE F
ILL ® - 28.
PROPOSED NOURISHMENT
ea
CY/FT
M
=
W = +1.79
_ _ 057
i
_ MW=-2.94
1+00 2+00 3+00 4+00 5+00
DISTANCE (FEET)
PROJECT TITLE LOCKWOODS FOLLY HABITAT RESTORATION
PROJECT DREDGING OF EASTERN CHANNEL
DA 7/M.' NAVD 88 (Fr)
PREPARED BY., MOFFATf & NICHOL
30
20
20
00
00
10
>
z
00
DD
10
I-
LLJ
w
0
>
Q
z
0
z0
F
w
LLLJ
0
w
O
J
Ld
F-
Q
—10
w
—10
J
W
-20
6+00
-20
0+00
PREPARED FOR: BRUNSWICK COUNTY, NORTH CAROLINA
DATE NOVEMBER 2014
625+94 PROFILE
EXISTING CRADE
BERM
L +7.0
BERM
NIDTH - 38'
BASE
FILL ® - 35.7
CY/FT
1
PROPOSED
NOURISHMEN1
M
IW = +1.79
-0 7
-`
20
_
-KAIL-
MW=-2.94
1+00 2+00 3+00 4+00 5+00
DISTANCE (FEET)
20
Q
z
E_
w
0 LLJ
L�
z
O
Q
—10 w
J
W
-20
6+00
RECEIVED
BAN 0 7 2013
DCM-MHD CITY
SHEET TITLE
RECEIVED
NOURISHMENT SECTIONS 7 OF 8 M WILMINGTON. NC
DEC 12 2014
SHEET
27
OF
28

20
00
00 10
LLI
Q
z
L 0
z
O
t-
Q
w -10
J
w
-20
0+00
623+41 PROFILE
EXISTIN
BERM
BERM
GRADE
EL +7.0
WIDTH - 30
\
BASE
FILL 0 - 34.5
PROPOSED NOURISHMENT
2.
CY/FT
M
W = +1.79
_ MW=-2.94
30
20
20
00
00
00
10 00
>
z 10
0
>
w
z
z
w
LL
�
w
0 Lu
v
z
O 0
Q
z
O
>
w
�
Q
J
w
-10 w
-10
J
w
-20
1+00 2+00 3+00 4+00 5+00 6+00
DISTANCE (FEET)
PR� TIRE- LOCKWOODS FOLLY HABITAT RESTORATION
PROJECT DREDGING OF EASTERN CHANNEL
DATUM.' NAVD 88 (FT)
PREPARED BY, MOFFATf & NICHOL
620+91 PROFILE
EXISTIN
BERM
BERM
GRADE
L +7.0
NIDTH - 25'
\
BASE
FILL 0 - 25.8
PROPOSED
CY/FT
NOURISHMENT
M
KAIL-
W = +1.79
-057
M
W = -2.94
30
we,
00
00
0
10 Z
w
w
LL
0 z0
r=
Q
LEI
J
w
IZ
-20 -20
0+00 1+00 2+00 3+00 4+00 5+00 6+00
DISTANCE (FEET)
RECEIVED
JAN 07 2M
PREPARED EDR. BRUNSWICK COUNTY, NORTH CAROLINA
DATE NOVEMBER 2014
SHEET TITLE
ECEIVED
NOURISHMENT SECTIONS "115 ILMINGTON. zlr'
DEC 12 2014
SHEET
28
OF
28

SECTION L
10
10
00
00
0
>
MHW
0
>
z
0
0
z:
w
w
w
z
z
0
-10
-10
0
F-
Q
>>
Q
w
w
J
J
W
w
-20
-20
0+00
1+00 2+00 3+00 4+00 5+00
6+00
DISTANCE (FEET)
RECEIVED
JAN 0 7 2015
Fib+-MH9 PITY
= +1.79
EXISTING
GRADE
MLW
= -2.94
PRo✓ECT TITLE LOCKWOODS FOLLY HABITAT RESTORATION
PROJECT DREDGING OF EASTERN CHANNEL
DATUM: NAVD 88 (FT)
PREPARED BY MOFFATT& NICHOL
PREPARED FOR: BRUNSWICK COUNTY, NORTH CAROLINA
OA TE- NOVEMBER 2014
SHEET
TITLE
DREDGE TYPICAL SECTIONS G:OFEMENG ON, NC
°F 122014
r SHEET
19
OF
28