20171093 Ver 1_CAMA Application_20170822

Coastal Management
ENVIRONMENTAL QUALITY
August 18, 2017
MEMORANDUM
2 0 1 T 1 0 9 3
ROY COOPER
Governor
MICHAEL S. REGAN
Secretary
BRAXTON C. DAVIS
Director
TO: Karen Higgins, Compliance and Permitting Unit Supervisor
DWR - Water Quality ProgramD 2
�tQ�
FROM: Doug Huggett, Major Permits Coordinator
c/o Gregg Bodnar, Assistant Major Permits Coordinate All(- 9 ? 2017
Division of Coastal Management
SUBJECT: CAMA/DREDGE & FILL Permit Application Review
Applicant: NC Division of Marine Fisheries
Project Location: AR -160, 5.7 nm SE of Oregon Inlet, sea buoy, Atlantic Ocean
off Dare County
Proposed Project: Make improvements to Artificial Reef -160 by placing up to
100,000 tons of bridge demolition material from the Bonner
Bridge.
Please indicate below your agency's position or viewpoint on the proposed project and return this
form 09/08/17 to 400 Commerce Avenue, Morehead City, NC 28557 (fax: [phone]). If
you have any questions regarding the proposed project, please contact Frank Jennings at (252)
264-3901. When appropriate, in-depth comments with supporting data are requested.
REPLY: This agency has no objection to the project as proposed.
This agency has no comment on the proposed project.
This agency approves of the project only if the recommended changes are
incorporated. See attached.
This agency objects to the project for reasons described in the attached
comments.
SIGNED DATE
- "Nothing Compares
State of North Carolina I Environmental Quality I Coastal Management
401 S. Griffin St., Ste 3001 Elizabeth City, NC 27909
252-264-39011252-331-2951[fax)

Received ROY COOPER
tiNr'Y+Iru
AUb i b ALM
_r MICHAEL S. REGAN
N, aSe rct<try
Maime Fisheries DMEC BRAXTON C. DAVIS
ENVIRONMENTAL UUALJTv
hre,e r, a
CAMA Major Permit Application Narrative
NC Division of Marine Fisheries
August 2017
Final
North Carolina Artificial Reef Program
Sites
The North Carolina Division of Marine Fisheries (NC DMF) Artificial Reef Program has
been formally operating since the 1970's, and has a total of 68 permitted artificial reefs and
oyster sanctuaries within the state of North Carolina. Twenty-five (25) of these sites are in the
states estuaries, while 43 are in ocean waters. In 2016, the NC DMF released an artificial reef
guide which outlines each of the artificial reefs and oyster sanctuaries. The artificial reef guide
provides material information, latitude longitude information, and a figure of the material on
each of the reef sites. A pdf version of the hardcopy reef guide can be found at:
http://portal.ncdenr.ore/c/document library/get file?uuid=24160156-4b96-49e6-9126-
4fa488b49cbb&grou12Id=38337. The NC DMF Artificial Reef Program has also developed an
interactive reef guide, set up in an ArcGIS format is available here:
https://ncdenr.maps.arcgis.com/apps/weba l2viewer/index.html?id=3b27e8594cb6444c88b5525b
f763aa55. The interactive guide is complete with material shapefiles, latitude/longitude
information, side -scan sonar imagery, and much more. This is available for review by the public,
state, and federal agencies.
Materials
For reef construction, NCDMF intends to use only biologically suitable materials that are
approved for reef building. Accordingly, NCDMF adheres to program documentation which
details specifications for acceptable reef construction materials, based on federal and state
guidance (references available upon request). It should be specially noted that all materials
placed at the state's artificial reef sites are free of hydrocarbons, contaminants, and toxins, as
required by the United States Army Corps of Engineers (USAGE), the Environmental Protection
Agency (EPA), the United States Coast Guard (USCG), and other agencies involved in
permitting of artificial reefs. All trash, wood, lines, and floating debris must also be removed. It
should be noted that lead based paint is not likely a problem as the bridge was blast cleaned in
the 1980's and 2011. It should also be noted that materials are visually inspected by NCDMF
and/or the contractors, to ensure there is no oil, hydrocarbons, or contaminants. If materials are
found to be contaminated, the material would be disposed of properly and not put on our
artificial reefs. Finally, it should be noted that rebar will be limited to 3" in length on all bridge
materials, but will be cut flush when feasible.
State of North Carofvta I Division of Marine Fisheries
3441 Arendefi Street : P.O. Box 769 ; Morehead City. North Carolina 18557
252-T1b-7021
Narrative_BOnnerBridgeCAMA.pdf 1 8/15/2017 10:46:49AM

Project Background
Stakeholders
Presently, the North Carolina Division of Transportation (NCDOT) is engaged in a
contract with PCL construction to replace the NC -12 bridge across Oregon Inlet (Bonner
Bridge). The demolition and disposal portion of this contract will be completed in coordination
with the North Carolina Division of Marine Fisheries (NCDMF) Artificial Reef Program.
Demolished bridge material will be transported to four (4) (AR -130, AR 140, AR -140, AR -160)
existing ocean reef sites to create artificial reef habitat (Figure 1). In this project, DMF's role will
be to ensure the sites 1) are appropriately permitted, 2) materials meet acceptable use guidelines,
and 3) operations comply with established permit conditions. PCL construction will conduct all
phases of demolition and deployment on site, with support provided by division staff for material
placement.
General Information
AR -160 is located within the three -nautical mile boundary line, whereas AR -130, AR -
140, and AR -145 are in federal waters. This CAMA permit application will only address those
planned enhancements at AR -160.
Site AR -160
AR -160 is located at 35 43.888' N 75 26.771'W, or 5.7 nm southeast of the Oregon Inlet
sea buoy. The site is defined by a 1500 ft. radius circular boundary, encompassing a total area of
162.27 acres in total. These reef boundaries have been reviewed and approved by NCDCM
(Attachment 1). Site depth is 66 ft. and has a charted minimum vertical clearance of 30 feet. In
consideration of site depth and required clearance, this site allows for a construction profile of up
to 36 ft. (Figure 2). Based on interpretation of side -scan data, the bottom habitat consists of sand
and muddy sand. Surveys revealed no existing shell resource or natural hardbottom within the
proposed boundary. To date, approximately 1.43 acres has been developed with the most recent
construction occurring in 2002. Existing materials already on AR -160 include two 440 ft. liberty
ships, 271 tons of concrete pipe, 215 concrete pilings, and 69 reef balls (Figure 3).
Proposed Enhancements
Materials
In communication with NCDOT and PCL, we estimate to total project tonnage to be up
to 100,000 tons of dismantled bridge pieces. These pieces will include bridge spans, bridge piles,
bents, double t -girders. Concrete bridge pieces are consistent with state guidelines for acceptable
artificial reef materials (Attachment 2).
As the NCDOT-PCL contract prescribes, AR -160 will receive approximately 55%
(44,000 — 55,000 tons) of the total tonnage. However, given project logistics and relatively
unpredictable weather and inlet conditions in this area, AR -160 may receive up to the full
complement of 100,000 tons. We propose to permit this site for up to 100,000 tons of the bridge
material.
Spatial Design of Reef
As standard practice the reef program, we maintain a 150 ft. buffer of no construction on
the inside perimeter of the reef boundary. The remaining area of the reef is gridded into 150 ft. x
150 ft. grids for spatial reference and planning purposes (Figure 4).
State of North Carolina I Division of Marine fisheries
3441 Arendell Street i P.O. Box 769 i Morehead City. North Carolina 28557
252-72b-7021
Narrative_BonnerBridgeCAMA.pdf 2 8/15/2017 10:46:50AM

In order to distribute the materials in a logical and simple manner, we propose to
designate three large block zones within the boundaries of the AR -160 reef site (Figures 4, 5, and
6). In figure 4, these areas are highlighted in orange and labeled as 1, 2, and 3. Zone 1 is 15.5
acres, zone 2 is 24.75 acres, and zone 3 is 15.5 acres of enhancement space. Plans will be to
distribute the materials in these areas, starting in zone 1, and not to exceed 36 ft. of vertical
profile (Figure 5 and 6). For the purposes of this permit, it should be assumed that a total of
55.75 acres will be impacted as a result of this project.
Reef Construction/ Material Deployments
Total number of deployment days on site will be determined by the capability of the
deployment contractor (PCL). However, we do not anticipate the demolition portion of their
contract to extend beyond ten months once demolition commences. Demolition is slated to begin
as early as June 2018, but could start as late as November 2018. Construction of the artificial reef
can be expected anytime between June 2018 and September 2019.
PCL Construction will be conducting all deployments as defined in contract with
NCDOT, however NCDMF personal will be on-site for all deployments to make sure permit and
vertical clearance compliance is maintained. To guide deployments, program staff will mark
daily deployment locations with visible references above the waterline, using recreational grade
GPS. NCDMF staff will ensure reef construction operations and methodology are consistent
with historically successful practices.
Reef Monitoring
During construction, NCDMF staff will serve as observer(s) to ensure proper permit and
building compliance. Deployed materials will be surveyed with calibrated onboard sonar to
verify compliance with vertical clearance requirements.
When time allows, staff will survey the sites with bathymetric mapping equipment, as an
update to the Artificial Reef program's artificial reef guide and habitat records. Staff will also
perform SCUBA surveys on reef sites to observe material condition, as time allows. The
Artificial Reef program also employs an online survey for recreational users to provide feedback
on Artificial Reefs through its website, including AR -160. Further, artificial reefs are included in
MRIP survey questionnaires, which can offer valuable biological information.
Protected Resource Avoidance
NCDMF staff will perform all avoidance measures as proposed to USACE (July 11,
2017; Attachment 3). During the scoping meeting for this project, no concerns were raised about
the construction timeline and potential impacts to protected resources at AR -160.
Reef Marking
AR -160 is an existing reef site and is clearly marked on NOAA charts. NCDMF will not
maintain any physical marking on station.
State of North Carolina I Division of Marine Fisheries
3441 Arendell Street i P.O. Box 769 1 Morehead City, North Carolina 28557
252-726-7021
Narrative Bonner8ridgeCAMA.pdf 3 8/15/2017 10:1201 AM

r {: • Beef Dishvm in Nautical
• _ Mies tir=Orepon Inlet Sea Buoy
• GPS ddm:
" ;. c 2 ••.., - 30.00.192 N ; N AR -130......11.6
AR=140...... 8.2
75' 31.800• W
r. AR -145 ...... 7.7
AR-160 5.7
��+'- •i- ..; � �t• AR -130 M:•.,•
- Note: AR -180 material is not
in area demarcated on Chart.
:• )` t r
At
I•JA
i6 •:.c . �`` `
fs 3-.`^ '`-'�:'j•,• ,. • - a . GPs dam:
35.50.741' N
5'31.781'Wf,e7•: • • F „ �',...' . ti' " `.'••r;. .,...,, -r `c- ti,'� !i
`
Y' +• 4, i �' 'l'
J 'y ♦ t.. `; AR -10
43
i'tir ' • Lt : as ,j }r,:� + ,i - • .—" GPS ddm:
y,, •• `�,.ti-,t \` ' ',,. ± . .Yr.. x:
35" 54.017 N ..
' ,a; '' y •` .:.
: tea'. • ; ;'-`rr'c.� • y,.•',,r:. :M:, j _ »: ,��� "� 75.23.883' W -
•..t: �;q•'t;;,', i �T.` ,('..f�,l� �nt:ra•w '.ri,t'i.` - .'r _ �•:
_ Vii• �•it="'?:-w: .�•:.�.... �. `•1 G, '• � -
7' ' • .. .ter. �.- ' .-. . ::,4 ."l :.i: . . •fr ,, lti;! Y
�' •1:'-�.••�•�I•.H. ...� {�.ry -i:t• �• ' • � I .i jai �'•t'
Ar
GPSddm:
i.,, !=`iG''•: '::
35'43.888'N �.
i "•` e:'
75'28.771'W
Artificial Reefs Off Oregon Inlet �w W i
S
Figure 1. The four reef locations where Bonner bridge demolition materials will be placed. Date
August 16, 2010.
State of North Carolina I Division of Marine Fisheries
3441 Arendeil Street I P.O. Box 769 1 Morehead City. North Carolina 28557
251-72b-7021
Narrative _BonnerBridgeCAMA.pdf 4 8/15/2017 10:12:01 AM

AR -160
136.5' magneft - 5.7 nate fcM m1m kim OreM NO Sea &m 0 375 750 1,500 Feat
I i I n l r I n l
Old moundw Intan on: Unknown
ottd,oundt
hrformttlon:
Center
3V 43.888' N 7S' 26.771' W
Radius
1500 ft. 11GL27&cms
I
Material
L43 ares
FomPim" 4W17
fem a ...
LAMAUnknown
MACE ISAW0077ALLd
WON"
�h h
VtrtlalOttranot 30ft.
VerlfNd b2s
1' RdCWftPOW
Q EWGOV Maim
Q ftpoaad Fad Om dory KC ft
Figure 2. AR -160 Artificial Reef site-specific details. Figure date: 4/18/17.
State of North Carolina I Division of Marine Fisheries
3441 Arendell Street I P.O. Box 769 1 Morehead City. North Carolina 28557
252-726-7021
Narrative_BonnerBridgeCAMA.pdf 5 8/15/2017 10:12:02AM

AR -160
Oregon Inlet Met
Pipe W Vessels
NOTES
xsle NpegNewrtlwrrlrprn
AR -160
15
Oregon W"t RSA
138.5. megmetic - 5.7 r-- m.wz from Oregtm Inlet
Sea Buoy
66 feet Sv Z. dept,
net.
�--
It4111W
D�w4 -
GPS
(DK ..l W. n)
1
440 -Fad LbwtY
11/1978
35.44.023 N
75-25.741'W
P9np80PNM
12/1989
2
PBNB 155 PIe0M
wM
V43.898'N
75.26,888.97
3
43 Red BcN
12/1999
35.43.889' N
75'26= W
4
28Past Mile
BROOD
3V43.873'N
7Y28. FW
5
Cal2m P
Tors
92002
35.43.858' N
7V 26,753'W
6
4OW LWV
12/1971
'35' 43.6312' N
•75.28.78Y W
S*��,
••3Y43.768'N
-?r26,17CW
'Bow and '•SNrn GPS C dnaes
AR -160
Oregon Inlet Met
Pipe W Vessels
NOTES
xsle NpegNewrtlwrrlrprn
14 N.C. Marine Fisheries Reef Guide N.C. Marine Fisheries Reef Guide
15
Figure 3. Existing material information in table form (left) and corresponding figure (right).
Figure Date: 5/2/17.
State of North Carolina I Division of Marine Fisheries
3441 Arendell Street i P.O. Box 7b9 I Morehead City. North Carolina 28557
252-T2b-7021
Narrative_BonnerBridgeCAMA.pdf 6 8/15/2017 10:12:03AM

Reef Centerpoint Reef Boundary Proposed Material Grids
QReef Construction Zone Existing Reef Material Existing Material Grids
Figure 4. Spatial design for AR -160. Note there is a 150 ft. buffer of no construction around
the perimeter of the reef site. The construction boundary is gridded into 150 ft x 150 ft
grids, for planning reef deployments. For reference, yellow highlighted grids house existing
artificial reef materials. Orange grids 1-3, are where we propose to deploy bridge material.
Figure Date: 5/2/17.
State of North Carolina I Division of Marine Fisheries
3441 Arendell Street P.O. Box 769 1 Morehead City. North Carolina 28557
252-716-7021
Narrative_BonnerBridgeCAMA.pdf 7 8/15/2017 10:12:04AM

Figure S. Side -view of the proposed reef enhancement on AR -160. Note the total depth of
site at 66 feet, and the vertical profile of 30 ft, which leaves 36 ft. of vertical building space.
Also, note the multiple bridge material types (bridge spans, bridge piles, A-Jax, bents, and
double t -girders). Bridge material is not to scale and will likely be more spread out than this
depiction. Figure Date: 5/2/17.
State of North Carolina I Division of Marine Fisheries
3441 Arendell Street i P.O. Box 769 f Morehead City. North Carolina 29557
252-T26-7021
Narrative_BonnerBridgeCAMA.pdf 8 8/15/2017 10:12:04AM

Top Down View
AR
-160
1 2
3 4
5 6 7 8
9 10 11 12
13 10.:.....-; �,,, 15 16 17
18 19 20 21 22
23 M._ �'27 28
29 30 31 32 33 34
35 36 3 39 1� 41
iii
42 43 44 45 46 47 48
49 50 51 52 5 5 56
I
57 58 59 60 61 62 63 64
65 66 67 71 72
73 74 75 75 79 80
1
81 82 83 84 85 86 87 88
89 90 91 I.'- :84 95 96
1
r 1
10C 10 10 - r 11 11
97
98
99
loc
101
102
102
104
1 Oj
115
124 12E 13 131 13
116
117
116
119
12C
121
122
2
r
141 142 14yR� 14
'33 134 13d, 13f 13S 14C
149 15 156
157 158 15 16 16
'•6 16 ` It 172
173 174 17 17 17 17E 179 180
181. 18. 164 18E 18
1
18 1B9 19 191 19. 192 19
' 9 1W 1 200
201 202 202 204 205 20 f
207 20E 209 21 211
212 213 21 21 E 21
211 211 21 22
221 22 22 22
22 22
22 22
N
0 250 500 1.000 Feet
} Reef Centerpoint Reef Boundary Proposed Grids
Reef Construction Zone Bridge Material
Figure 6. Top-down view of the bridge material on AR -160. Figure and material sizes are
not to scale. Note, for simplicity of figure, no existing reef material is shown on this figure.
Figure Date: 05/02/17.
State of North Carolina I biv.;lon of Marine fisheries
3441 Arendell Street ; PO. Box 769 I Morehead City. North Carolina 28557
252-T2b-7011
Narrative.., BonnerBridgeCAMA.pdf 9 8/15/2017 10:12:05 AM

Attachment 1. NC Division of Coastal Management Reef Boundary Acknowledgement
Coastal Management
CNVgONNiNTAL WALITY
July 10, 2017
NC Division of Marine Fisheries
Artificial Reef Program c% Jason Peters
3441 Arcndcll St.
Morehead City, NC 28557
SUBJECT: NC DMF Artificial Reef Boundary Modifications
Dear Mr. Peters,
ROY COOPER
MICHAEL S. REGAN
sKnewy
BRAXTON C. DAVIS
prariw
This letter is in response to the NC Division of Marinc Fisheries Artificial Recf Program's
request to modify and document the expansion of numerous artificial rcefand oyster sancluary sites
throughout the estuarine and coastal waters of North Carolina. 'flu reef site boundaries specified within
this letter are existing or permitted and have been accurately documented. These boundaries will be kept
on file with each related CAMA permit, and on file in with the NC Division of Coastal Management in
the 2017 major permit archives under 2017 NC DMF AR BOUNDARY MODIFICATION. If at any
time your agency wishes to access these records, apply for a permit or permit modification, or modify a
boundary, this letter shall be referenced, along with the appropriate reef site information. This
endorsement does not convey an active permit or authorization 10 conduct development within the newly
acknowledged reef site boundaries. Any future development may require modification of an active
permit or the need to proceed through the NC Division of Coastal Management's CAMA major
permitting process. Please contact a representative of the Division prior to the commencement of any
activity for this determination.
"fwd
Rece�`7t
Date Rftc'd ? it t 1
state of North Cwebm I EnvkownenW Qu*y 1 Coastal Mantpement
MadradCay Oface 1400Can Avenue I Mortrad Osy.NC 28W
uzaoaaws
State of North Carolina I Division of Marine fisheries
3441 Arendell Street I P.O. Box 769 1 Morehead City, North Carolina 28557
252-TLb-7021
Narrative_Bonner8ridgeCAMA.pdf 10 8/15/2017 10:12:05 AM

AR -191
OS -10 Gibbs Shoal
AR -197
OS -11 Long Shoal
AR -291
08-12 Raccoon Island
AR -292
OS -13 Pea Island
AR-2961OS-04 Clam Shoal
OS -14 Little Creek
AR-298/OS-06 Ocracoke
OS -13 Swan Island
AR -380
AR -160
AR -391
AR -275
AR -392
AR -315
AR -3%
AR -320
AR -398
AR -342
OS -01 Croatan Sound
AR -360
OS -02 Deep Bay
AR -364
OS -03 West Bay
AR -370
OS -05 Crab Hole
AR -378
OS -07 Middle Bay
AR -378b
OS -08 Neuse River
AR -425
OS -09 Wed Bluff
AR -430
If you have any questions concerning this matter, please feel five to contact me by telephone at
[phone] extension 215, or by email at
CC: Roy Brownlow
Frank Jennings
Jonathan Howell
Debbie Wilson
Sincerely,
-11
(Iregg Bodnar
Division of Coastal Management
Assistant Major Permits Coordinator
sttreawd Camilm 16tdnm=mWQudq I QuadMryaa r
MndtndagrOnke 1400CawnaeAwfew I t�iorett, Cky.MC 2aST
2UM92M
State of North Carolina I Division of Marine Fisheries
3441 Arendell Street 1 P.O. Boat 769 1 Morehead City, North Carolina 28557
252-TLb-7021
Narrative_BonnerBridgeCAMA.pdf 11 8/1512017 10:12:06AM

Attachment 2: Guidelines and Specifications for Acceptable Artificial Reef Materials
(2016, 3rd Edition)
ROY COOPER
MICHAEL S. REGAN
` CW f."
Marine Fisheries BRAXTON C. DAVIS
cnvwonrxrru owun
@mcrrr
North Carolina Division of Marine Fisheries
and nd Specifications for Acceptable Artificial Reef Materials
- - (3,1 Edition. 20171
Artificial reef materials are selected on four primary considerations: Function,
compatibility, durability, and stability. Materials used must meet their intended function,
by supporting diverse and abundant biological communities. Selected materials must also
be compatible with the aquatic environment in which they are placed. This means they
must not pose environmental risks. Also, unstable materials, or those prone to movement,
and non -durable, or easily degraded, materials must be precluded from use.
The North Carolina Division of Marine Fisheries Artificial Reef Program has
produced a comprehensive list of accepted materials for use in partner projects. These
materials were chosen based on the above criteria, using guidance from internal program
studies, The ASMFC/GSMFC Guidelines for Marine Artificial Reef Materials (Second Ed.,
2004), The Environmental Protection Agency's (EPA) National Guidance: Best Management
Practices (BMPs) for Preparing Vessels Intended to Create Artificial Reefs, and the
NOAA/NMFS National Artificial Reef Plan.
Concrete.
Any hard, strong building material made by mixing a cementing material (commonly
Portland cement) and a mineral aggregate with sufficient water to cause material to set and
bind. Types include (but are not limited to) oval and round pipe, box culverts, risers, catch -
basins, knock -out boxes, bridge rubble and bridge spans, manholes, slabs, pilings, crushed
concrete, and pre -designed structures such as Reef Balls or other units. All concrete must
be fully cured to ensure environmental compatibility.
Required Specifications:
Ocean-
• Unacceptable types in the ocean slabs, small pilings, crushed concrete, small
designed structures
• Size - concrete pipe must be no less than 4 feet in length and no less than 36
Inches in inside diameter, unless such smaller pieces are "nested" inside
large diameter pieces
• Composition - units must be no more than 25% degraded or missing. All
concrete must be fully cured before deployment
• Design - pre -designed structures must meet approval of Artificial Reef Staff
for function, compatibility, durability, and stability
Estuary -
!-'"Nothing Compares_-..,,
51aee d Ukrth Cno6.w D..nica, cA Maur rnherrry
S-141A—MlStreet PU.&w;69 KkSt4rad CAV, Nmth Cal IA -428S)/
23z42• -ran
State of North Carolina I Division of Marine Fisheries
3441 Arendell Street 1 P.O. Box 769 1 Morehead City. North Carolina 28557
252-72b-7021
Narrative_BonnerBridgeCAMA.pdf 12 8/15/2017 10:12:06AM

• Sine - concrete pipe most be no smaller than 12 Inches in inside diameter
and not exceed 30 inches in inside diameter. Any concrete structure must
not exceed 0 feet in length, width, or height. Crushed concrete must be: A"
maximum diameter, 6" average diameter, 4" minimum diameter, 10%
maximum oversize, 5% maximum undersize. In some instances of shallow
water development, 2-4" diameter crushed concrete is acceptable.
• Composition - units must be no more than 25% degraded or missing. All
concrete must be fully cured befiire deployment
• Design - pre -designed structures must meet approval of Artificial Reef Staff
for function, compatibility, durability, and stability
Vessels:
Vessels are a commonly used artificial reef material. These may be composed of
ferro-cement or steel, though steel vessels are most common and preferred. Thorough
preparation and cleaning is required before these materials may be used as reefs (EPA
BM Ps).
Required Specifications:
Ocean -
• Size - vessels must be no smaller than 100 feet in length unless paired with a
second 100 foot or greater vessel
• Clearance - vessels are subject to clearance requirements and in many cases,
must be shortened in height to comply with permits. This may involve
expensive removal of vessel superstructure
• Cleaning and preparation - vessels are subject to US Coast Guard and/or
FPA inspection to satisfy BMP%, including removals of wood, floatables, loose
materials, and deleterious substances.
• Stability - all air must be allowed to escape during sinking
• Durability - vessel selection is ultimately at the discretion of the Artificial
Reef Coordinator, to satisfy expectations of durability
Estuary -
• Vessels are not accepted in estuarine waters
Natural Materials:
Natural materials have been used by most coastal states to replenish various types
of habitat with a particular focus on shell bottom. Natural materials include different
approved mineral rucks such as calcium carbonate shells, limestone marl, granite, and
basalt.
Required Specifications:
Ocean -
• Natural materials are not widely used in the ocean, given their size and
susceptibility to sediment burial
Estuary -
• Sire -
u limestone Marl (NCDOT Class B Spec.): 12" maximum diameter, ti"
average diameter, S" minimum diameter, 10% maximum oversize,
5% maximum undersize. In sonic instances of shallow water
development, NCDOT Spec #4 limestone marl is acceptable.
-'"'� Nothing Compares -,..
Scale o1'"' th Carobna ; DM.Mon of Marne rlst�
51 it Arnidelf street P.O. bac 744 I MoreheaA City. North Car[�6na 2855?
2S2 -1241-70b
State of North Carolina I Division of Marine Fisheries
3441 Arendell Street 11 P.O. Box 769 1 Morehead City. North Carolina 28557
252-726-7021
Narrative_Bonner8ridgeCAMA.pdf 13 8/15/2017 10:12:06AM

Granite and Basalt: B" maximum diameter, 0" average diameter, 4"
minimum diameter, 10% maximum oversize, 5% maximum
undersize
o Location- Limestone is not acceptable for use in high salinity
environments, given high susceptibility to bio -eroding organisms.
Notes on all materials:
1) All materials must be cleaned and prepared in accordance with United States Corps of Engineers General
(Regional) Permits (aGP190500194 or #GP19000291), any applicable NC Division of Coastal Management
permits, and conform to site-specific navigational clearance requirements established by the U nited States Coast
Guard and NOAA Office of Coast Survey.
2) Planned arrangements for acquisition, cleaning. preparation.dockage/staging, towing, and sinking/deployment
must be described in proposals. Dockage, towing, and deployment will require proof of at least $1.000,000
marine liability insurance.
31 Additional guidance on material specifications and contracting requirements is provided in the following
documents:
a. Technical SpecijiratlonsforArtifrdal ReefConstruction Using Vessels: Pvblkalb,Funded Projects
It. Technical Sped/ications forArfi/Idal Reefronstruction Wag Vessels: Prlvntety Funded Projects
r_ 7edrnicalSpedfrcations(orArtifrialReeforOysterSoartuaryConstructionusing NaturalMaterials:
Privately Funder/ Projects
d. Technical Spv djlrathais%rArtljkial Rewjbr Oyster Sanctuary Construction using Natural Materials.
l'oblical(y Funded Projects
e. Technic al SpedjicutlonsfarArtificial ReefConstruction(Way Con creta:PublicullyFunded Proje+u
C Tech nicol Sper iratiohs jurArtifrcial RoefConstruction Using Concrete: Privately Funded Proferts
-'! Nothing Compares .
Yate M %orth Carokm EXvr%*n M Mame nrhmes
34 4I ArerWell Street P.O. amc 739 Morehead (-#,,, North Carohna 28557
252-1264021
State of North Carolina I Division of Marine Fisheries
3441 Arendell Street i P.O. Box 7b9 I Morehead City. North Carolina 28557
252-T1e-7021
Narrative_BonnerBridgeCAMA.pdf 14 8/15/2017 10:12:07AM

Attachment 3. Proposed Special Conditions for Protected Resources (July 11, 2017)
North Carolina Department of Environmental Quality
Division of Marine Fisheries (NCDMFI
Proposed Special Permit Conditions
USACE General Permits 194 and 291
1. Any deployment of reef materials during North Atlantic right whale calving season (November
15 through April 15 of any year) must comply with:
a. Maximum speed for all vessels involved in placing the reef material is 10 knots.
b. Deployments must be conducted during daylight hours when lighting, weather, and sea
conditions allow for visual monitoring of the project area.
c. Deployment activities will not commence until NCDMF staff reports that no marine
mammals or sea turtles have been sighted for at least 60 minutes.
d. Deployment activities will cease immediately if sea turtles or marine mammals are
sighted within the protected area and will not recommence until the NCOMF staff
reports that no mammals or sea turtles have been sighted for at least 60 minutes.
2. if a listed species is seen within 100 yards of the active daily construction operation or vessel
movement, all appropriate precautions shall be implemented to ensure its protection. These
precautions shall include cessation of operation of any moving equipment closer than 50 feet of
a listed species. Operation of any nwchanical construction equipment shall cease immediately if
a listed species is seen within a 50 -ft radius of the equipment. Activities may not resume until
the protected species has departed the project area of its own volition.
3. Reef structures shall be sited and installed according to the historically permitted site
clearances, listed in Table 1, relative to MLW.
4. Reef structures shall not be placed on natural hard -bottom habitat.
S. Materials should be of sufficient size and relative density to not move from the reef site post -
deployment and be clean and free from asphalt, creosote, petroleum, other hydrocarbons and
toxic residues, loose free floating material or other deleterious substances.
6. The use of explosives to deploy materials is not authorized.
7. Reef materials shall be selected to ensure that ESA -fisted species do not become entrapped in
reef structures, or entangled in debris (e.g., abandoned fishing tackle, nets, and fines) that may
accumulate on artificial reefs:
a. Materials used for artificial reef building shall conform to the recommendations in the
National Ardikial Reef Plan (as Amended): Guidelines for Marine Artificial Reef
Materials, Second Edition (Atlantic and Gulf States Marine Fisheries Commissions 2004).
Except that derelict automobiles shall not be used and derelict vessels and military
surplus shall have openings on all exposed sides adequate to prevent entrapment of
ESA -listed species. Openings will be sufficient of sufficient size and quantity to allow for
State of North Carolina I Division of Marine ftsherles
3441 Arendell Street I P.O. Box 769 1 Morehead City. North Carolina 28557
252-72b-7021
Narrative_BonnerBridgeCAMA.pdf 15 8/15/2017 10:12.07AM

several points of egress for sea turtle species that may enter the structure. Any open -
bottomed structure must have an opening in the top that is equal to the bottom
opening or 3 -ft in diameter (whichever is lesser) to allow listed species to escape.
b. Military surplus and vessel structures such as ladders, rails, booms, antennas, etc. will
be removed to reduce the potential accumulation of abandoned fishing tackle and lines.
Clean steel, concrete bridge or large building demolition materials such as slabs or
pilings may be used provided that all steel reinforcement rods are cut at the base of the
concrete so no rebar or metal is protruding.
Underwater reef cleanup will be performed by NCDMF divers during annual reef site
monitoring events. Cleaning reefs In low visibility/high current dive conditions may present
diver safety issues with the potential of divers being entangled or snagged. Staff will make
every reasonable attempt to clean reef materials of debris during regularly scheduled
assessments, without compromising the safety of the crew and divers. The applicant will send
confirmation of cleanup to NMFS's Southeast Regional Office ([e-mail]),
including dates of cleanup efforts and results of the clean-up.
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/niammaVmanatee_guidelines.pdf.
10. The applicant shall follow NMFS's Sea Turtle and Smalltooth Sawfish Construction Conditions in
order to further reduce interaction risk, and require all construction workers watch for sturgeon
and sea turtles. Operation of any mechanical construction equipment will cease immediately if
a protected species is seen within a 50 -ft radius of the equipment. Activities will not resume
until the protected species has departed the project area of its own volition.
State of North Carolina I Division of Marine Fisheries
3441 Arendell Street i P.O. Bout 769 1 Morehead City. North Carolina 28557
252-T2b-7021
Narrative_BonnerBridgeCAMA.pdf 16 8/1S/2017 10:12:07 AM

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DIVISION OF COASTAL MANAGEMENT
FIELD INVESTIGATION REPORT
1. APPLICANT'S NAME: North Carolina Division of Marine Fisheries, Artificial Reef
Program,
2. LOCATION OF PROJECT SITE: AR -160, 5.7 nm SE of Oregon Inlet, sea buoy,
Atlantic Ocean, off Dare County
Latitude: 350 43' 88" N Longitude: 75° 26'77" W
3. INVESTIGATION TYPE: CAMA/DF
4. INVESTIGATIVE PROCEDURE: Was Applicant Presentes of Site Visit - t N/A
5. PROCESSING PROCEDURE: Application Received Complete - 08/11/17
Office - Elizabeth City
6. SITE DESCRIPTION:
(A) Local Land Use Plan - Dare County
Land Classification From LUP - Conservation
(B) AEC(s) Involved: PTA,EW
(C) Water Dependent: Yes
(D) Intended Use: Ocean Reef Enhancement
(E) Wastewater Treatment: Existing - /
Planned - N/A
(F) Type of Structures: Existing - AR -160- 3 shipwrecks and habitat
material
Planned - Bonner Bridge demolition material
(G) Estimated Annual Rate of Erosion: N/A
Source - N/A
7. HABITAT DESCRIPTION: Open Water: PTA, EW FILLED: 55.75 acres
(D) Total Area Disturbed: 55.75 acres
(E) Primary Nursery Area: No
(F) Water Classification: SB Open: Yes
8. PROJECT SUMMARY: NC Division of Marine Fisheries proposes to make
improvements to Artificial Reef -160 by placing up to 100,000 tons of bridge demolition
material from the Bonner Bridge.
Project Setting
The North Carolina Division of Marine Fisheries (DMF) maintains several
artificial
60 re fs in
the waters of the Atlantic Ocean off the North Carolina coast. Artificial
is one of those reefs. It is located at 35° 43' 89" N, 750 6' 77" W or 5.7 nm southeast of the
Oregon Inlet sea buoy. The site is defined by a 1,500 ft. radius circular boundary,
encompassing a total area of 162.3 acres. i Gain this ter pth the site ares consists ls approximately 66 of sand and muddy below mean low water (MLW). Bottom hab
sand.

NC Division of Marine Fisheries
Field Investigation Report
Page 2
Previously, the reef site was enhanced by the deposition of two hulls from the liberty ships,
"Dionysus", "Zane Gray', and a wooden trawler "Irving H" as well as concrete pipes, pilings,
and reef balls. The reef maintains a navigable water depth of 30 ft. below MLW and is a
known diving site.
Development Proposal
The applicant proposes to add demolition material from the Bonner Bridge removal project,
to AR -160. The applicant indicates that up to 100,000 tons of demolition material will be
deposited within the designated reef area and that up to 55.75 acres will be impacted by
this project. A 30 ft. water depth will be maintained.
Anticipated Impacts
The project will result in approximately 55.75 acres of Public Trust Area and Estuarine
Waters Areas of Environmental concerns disturbed by bridge debris deposition. Temporary
Water Turbidly will occur during construction.
Submitted by: Frank Jennings
Date: August 15, 2017

A!
BOOM C
APPLICATION fort
Major Development Permit
(last revised 12127106)
North Carolina DIVISION OF COASTAL MANAGEMENT
2. Agent/Contractor Information
Business Name
::�l
Agent/ Contractor 1: First Name
MI
Last Name
Agent/ Contractor 2: First Name
MI
Last Name
Mailing Address
PO Box
City
State
ZIP
Phone No. 1
_
ext.
Phone No. 2
- - ext.
FAX No.
Contractor #
Street Address (if different from above)
City
State
ZIP
Email
<Form continues on back>
? s .• ieiit- to ; • tlt#'A1 40.C0P-3 a vvkver�.nL�.a,� t �9��ia3teagers.�c+t.zee; t
8/7/2017 430.37 PM

Form DCM MP -1 (Page 2 of 4)
APPLICATION for
Major Development Permit
3. Project Location - 7 ri
County (can be multiple)
Street Address
State Rd. 0
Dare
N/A
N/A
Subdivision Name
City
State
Zip
N/A
N/A
NC
N/A -
Phone No.
Lot No.(s) (!f 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
Atlantic Ocean
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
Atlantic Ocean
e. Is proposed work within city limits or planning jurisdiction?
f. If applicable, list the planning jurisdiction or city Rmit the proposed
[]Yes SNo
work falls within.
State of North Carolina Jurisdictional Boundary Waters
4. Site Description
a. Total length of shoreline on the tract (ft.)
b. Size of entire tract (sq.ft.)
N/A
7,068,481.2 sq. ft. (162.27 ac.)
c. Size of individual lot(s)
d. Approximate elevation of tract above NHW (normal high water) or
ARA 60: 7,068,481.2 sq. ft. (162.27 ac) ,
NAIL (nomral water level)
0 ❑NHW or SNWL
(If many /of sizes, please attach additional page with a list)
e. Vegetation on tract
none
f. Man-made features and uses now on tract
Previously constructed artificial reef habitat. Please see the narrative for detailed information.
g. Identify and describe the existing land uses adiaoent to the proposed project site.
Residential and commercial
h. How does local government zone the tract?
I. Is the proposed project consistent with the applicable zoning?
N/A
(Attach zoning compliance certificate, it applicable)
❑Yes []No SNA
J. is the proposed activity part of an urban waterfront redevelopment proposal? []Yes SNo
k. Hasa professional archaeological assessment been done for the tract? If yes, attach a copy. []Yes SNo [INA
If yes, by whom?
I. Is the proposed project located in a National Registered Historic District or does it involve a ❑Yes []No SNA
National Register listed or eligible property?
<Form continues on next page>
252-808.2808 :: 1-1388-4RCOAST :: www.ncuoastalmanagement,not
MPI ARMOndf 7 8/7/2017 450:38 PM

a
Form DCM MP -1 (Page 3 of 4) APPLICATION for
Major Development Permit
M. (i) Are there wetlands on the site?_ ' ' ❑Yes ®No
s
(11) Are there coastal wetlands on the site? []Yee j@No
(iii) If yes to either (1) or (ii) above, has a delineation been conducted? []Yes ®No
(Attach documeruadon, ffavadablel
n. Describe existing wastewater treatment bollitles.
N/A
o. Describe existing drinking water supply source.
N/A
p. Describe existing storm water management or treatment systems.
N/A
5. Acdvides and Impacts
a. Will the project be for commercial, public, or private use? ❑Commercial ®Public/Govemment
❑Private/Community
b. Give a brief description of purpose, use, and daily operations of the project when complete.
Provide habitat for recreationally and commercially Important finfish species. These structures will provide essential fish
habitat for juvenile and adult He stages of finfish, crustaceans and invertebrates. Anticipated activities include recreational
fishing and scuba diving.
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.
Reef construction will occur at AR -180 under this permit. Using agreed boundaries (see narrative), a perimeter buffer to
protect against future boundary violations, and a grid development scheme, Bonner Bridge demolition debris will be
deposited on site. A marine contractor will conduct all deployments under the guidance of DMF artificial reef personnel. DMF
staff will be on site to mark locations, monitor activities, and ensure permit compliance. AN equipment and materials will be
transported by contractor to the site for deployment..
d. List all development activities you propose.
This plan includes deployment of up to 100,000 tons of recycled concrete pipe. Recycled concrete materials will be
reasonably free and clear of pollutants and other deleterious substances. Please see the narrative for detailed deployment
information.
e. Are the proposed activities maintenance of an existing project, new work, or both? Both
C What is the approximate total disturbed land area resulting from the proposed project? up to 55.75 ❑sq.R or
Acres
g. Will the proposed project encroach on any public easement, public aooessway 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.
N/A
I. Will wastewater or stomwvater 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.
252-808.2808 :: 1-888-4RCOA8T :: www.nccoastaImanagement. not
8/7/2017 4:50:39 PM

Form DCM MP -1 (Page 4 of 4)
<Form continues on back>
APPLICATION for
Major Development Permit
B. AMdonat Information
In addRion to this completed application form, (MP -1) the Wowing Items below, it app/fc", must be submitted In order for the application
package
ack get be co te, b property prepare always applicable
Hems below.
ca ��ent application. Please consult the application
Instr
ction
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 title to the affected properties.
e. The appropriate application fee. Check or money order made payable to DENR.
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 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 Phone No.
Address
Name Phone No.
Address
Name Phone No.
Address
g. A list of previous state or federal permits issued for work on the project tract. Include permit numbers, permittee, and issuing dates.
US Army Corps of Engineers SAWCO77-N-028-089-0092
Coastal Area Management Act Permit Number unknown
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 Policy Act.
7. Cer0cation 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 certif th t the information provided in this application�*s truthful to the best of my knowledge.
Date : 7 Print Named (�5
Signature
Please indicate application attachments pertaining to your gtoposed project.
®DCM MP -2 Excavation and Fill Information / ❑DCM MP -5 Bridges and Culverts
❑DCM MP -3 Upland Development
❑DCM MP -4 Structures Information
252.808-2808 :: 1-888-4RCOAST :: www. nocoastoImanagemont.not
8/7/2017 4:50:39 PM
a

Follm 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.
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.
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
(li) Descfibe the purpose of the excavation In these areas:
d. High -ground excavation in cubic yards.
2. DISPOSAL OF EXCAVATED MATERIAL ® This section not applicable
. a. Location of disposal area. b. Dimensions of disposal area.
c. (i) Do you claim We to disposal area?
❑Yea []No [INA
(li) 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 boas are checked, provide the
number of square feet affected.
❑CW ❑SAV ❑SB
❑WL []None
(ii) Describe the purpose of disposal in these areas:
d. (i) Will a disposal area be available for future maintenance?
❑Yes ❑No ❑NA
(Ii) If yes, where?
f. @ Does the disposal include any area in the water?
❑Yes ❑No [INA
(u) H yes, how much water area is affected?
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revised: 12/26/06
MP2 Ax160.0& 1 x/7/2017 4:50:51 PM
Access
Other
Channel
(NLW or
Canal
Boat Basin
Boat Ramp
Rock Groin
Rock
Breakwater
(excluding
shoreline
NWL
stabilization
Length
150 @ 138
Width
150 @ 138
Avg. Existing
NA
NA
-66 ft
Depth
Final Project
NA
NA
-30 ft
Depth
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.
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
(li) Descfibe the purpose of the excavation In these areas:
d. High -ground excavation in cubic yards.
2. DISPOSAL OF EXCAVATED MATERIAL ® This section not applicable
. a. Location of disposal area. b. Dimensions of disposal area.
c. (i) Do you claim We to disposal area?
❑Yea []No [INA
(li) 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 boas are checked, provide the
number of square feet affected.
❑CW ❑SAV ❑SB
❑WL []None
(ii) Describe the purpose of disposal in these areas:
d. (i) Will a disposal area be available for future maintenance?
❑Yes ❑No ❑NA
(Ii) If yes, where?
f. @ Does the disposal include any area in the water?
❑Yes ❑No [INA
(u) H yes, how much water area is affected?
252-808.2808 :: 1-866.4RCOA3T :: www nccoastslmanlugement net
revised: 12/26/06
MP2 Ax160.0& 1 x/7/2017 4:50:51 PM

Forth DCM MP -2 (Excavation and Fill, Page 2 of 3)
3, SHORELINE STABILIZATION N This section not appkable
(if development is a wood groin, use MP -4 - Stnic tures)
o. 1"Ip VI WIV VIIIIV .IIgVNKO,M.. V. Langur.
❑Bulkhead ❑Rlprap ❑Breakwater/Sill [:]Other Width:
c. Average distance waterward of NHW or NWL: d. Maximum distance waterward of NHW or NWL:
e. Type of stabilization material:
g. Number of square feet of fig to be placed below water level.
Bulkhead backfill . Riprep
Breakwater/Sfll Other
i. Source of fill material.
f. (q Has there been shoreline erosion during preceding 12
months?
DYes ❑No [INA
(Ii) If yes, state amount of erosion and source of erosion amount
Information.
h. Type of fill material.
A OTHER FILL ACTIVITIES ❑This section not applicable
(Excluding Shorekw Stabilization)
a. (1) Will fill material be brought to the site? ®Yes ❑No ❑NA b. (1) Will flN material be olaeed In coastal wetlands/marsh (CM.
If yes,
(11) Amount of material to be placed in the water gQSQ
100.000 tong concrete brUM demolition debris
(1ii) Dimensions of fill area 138 (150' x 150') ands = 55.75
acres
averaos depth = -06'
d9gh - -3V
maled&[ Profile = Maximum W
(tv) Purpose of fill
The goal of North Carolina's artificial reef program is to
develop, maintain, evaluate and administer a successful
system of artificial reefs for the purposes of enhancing
marine fisheries habitat and public fishing and diving
opportunities.
5. GENERAL
a. How will excavated or fill material be kept on site and erosion
controlled?
Concrete weights approximately 2.5 times water, therefore material
will resist movement after deployment. These materials are
common to artificial reef construction, have proved to be
durable and stable, and have been used in NC artificial reef
enhancements within ocean waters
c. (I) Will navigational aids be required as a resull of the project?
®Yes 99No ❑NA
01) If yes, explain what type and how they will be implemented.
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 fill in these areas:
N/A
b. What type of construction equipment will be used (e.g., dragline,
backhoe, or hydraulic dredge)?
TBD. Material will be transported to the site using large push or
tow vessels and steel barges. Heavy equipment may be used
to deploy demolished bridge pieces.
d. (I) Will wetlands be crossed In transporting equipment to project
site? []Yes ®No [INA
(ii) If yes, explaln steps that will be taken to avoid or minimize
environmental impacts.
252-808-2808 :: f-M-4RCOA8T :: vim .nccoastalmanagement.net
revised: 12/26106
MP2_AR160.pdf 2 8/7/2017 4:50:51 PM

Form DCC PSP®2 (Excavation and Fill, Page 3 of 3)
Date
Project Name
AntNSFe—')
ppil7-1
Appil tS
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MP2_AR160.pdf 3
revised: 12126/06
8f7/2017 4:50:51 PM

MAJOR PERMIT FEE MATRIX
Applicant: AIC- 0101Sivn9 pr- MANOR SIS#EIQIFS
tfs>r�JCl/i►9� ki�ED bP_n.^_ Aid
Selection
Development Type
Fee
DCM %
DWO %
(143001601435100093 1625 6253)
(24300 1602 435100095 2341)
I. Private, non-commercial
development that does not
$250
100%($250)
0%($0)
involve the filling or
excavation of any wetlands
oro en water areas:
II. Public or commercial
Ej
development that does not
$400
100%($400)
0%($0)
involve the filling or
excavation of any wetlands
oro en water areas:
E]
Major Modification to a
$250
100%($250)
0%($0)
CAMA Maior permit
III. 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, or D below applies:
III(A). Private, non -
E]
commercial development, if
$250
100%($250)
0%($0)
General Water Quality
Certification No. 4097 (See
attached) can be applied:
III(B). Public or commercial
E]
development, if General
$400
100%($400)
0%($0)
Water Quality Certification
No. 4097 (See attached)
can be applied:
III(C). If General Water
E]
Quality Certification No.
$400
60%($240)
40%($160)
4097 (see attached) could
be applied, but DCM staff
determined that additional
review and written DWQ
concurrence is needed
because of concerns
related to water quality or
aquatic life:
III(D). If General Water
E]
Quality Certification No.
$400
60%($240)
40%($160)
4097 (see attached) cannot
be a lied:
IV. For development that
19
involves the filling and/or
$475
60%($285)
40%($190)
excavation of more than
one acre of wetlands and/or
o en water areas: