20141165 Ver 2_CAMA Application_20150622

NCDENR
North Carolina Department of Environment and Natural Resources
Division of Coastal Management
Pat McCrory Donald R van der Vaart
Governor Secretary
MEMORANDUM J
TO: Ms. Cyndi Karoly is
Env. Biological Supervisor
Division of Water Quality Wetlands Unit
FROM: Doug Huggett Respond to Doug Huggett
Major Permits Processing Coordinator Morehead City Office
Coastal Management Division -
400 Commerce Avenue
Morehead City NC 28557'
�D
DATE: 18 June 2015 JUN 2 2 2015 I
D :NR - WATER RESOURCEg
SUBJECT: CAMA Application Review 401 & BUFFER PtESOURCE
APPLICANT: Phillip Carawan
PROJECT LOCATION: Project site is located off SR 1218 Woodard Road adjacent the Albemarle
Sound east of Columbia in Tyrrell County, North Carolina.
PROPOSED PROJECT: Applicant proposes to expand two rock jetties and fill 404 wetlands for an access
road in the Albemarle Sound near Columbia in Tyrrell County.
Please indicate below your position or viewpoint on the proposed project and return this form by 8 July
2015. Please contact Kevin Hart at 252- 948 -3936, if you have any questions regarding the proposed
project. When appropriate, in depth comments with supporting data are requested.
REPLY This office has no objection to the project as proposed.
This office has no comment on the proposed project.
This office approves of the proposed project only if the recommended changes
are incorporated. See attached.
This office objects to the proposed project for reasons described in the attached
comments.
Signed Date
943 Washington Square Mall, Washington, NC 27889
Phone 252 - 946 -6481 1 FAX 252 - 948 -0478 Internet www nccoastalmanagement net
An Equal Opportunity 1 Affirmative Action Employer - Made in part by recycled paper

DIVISION OF COASTAL MANAGEMENT
FIELD INVESTIGATION REPORT
Major Modification to Permit loo. 38 -96
APPLICANT'S NAME Phillip Carawan
2. LOCATION OF PROJECT SITE The project site is located off SR 1218 Woodard Road
adjacent the Albemarle Sound east of Columbia in Tyrrell County, North Carolina.
Photo Index- 2006 130 -6939 (L4,L5,M5,M6) 2000 130 -1528 (L4,L5,M4,M5,M6)
State Plane Coordinates - X 2,824,000 Y: 824,600
(Columbia East -Upper Left Corner)
3 INVESTIGATION TYPE CAMA/Dredge and Fill
4 INVESTIGATIVE PROCEDURE: Dates of Site Visit— 6/2/2015 5/1/2015 and 9/10/2014
Was Applicant Present - No
5 PROCESSING PROCEDURE- Application Received Complete — 9 June 2015
Office - Washington
6 SITE DESCRIPTION-
(A) Local Land Use Plan - 1996 Tyrrell County and Town of Columbia Land Use Plan
Land Classification From LUP- Limited Transition (Land) and Conservation (Water)
(B) AEC(s) Involved EW,CS, PTA
(C) Water Dependent- Yes
(D) Intended Use Commercial
(E) Wastewater Treatment- Existing - None
Planned -None
(F) Type of Structures Existing - Access Channel, Boat Basin, Docking Facility,
Boat Ramp, gravel parking and drives, fish house, concrete
pad (permitted not constructed, rip rap jetties (permitted but
not constructed) shoreline stabilization (permitted but not
constructed), channel markers (permitted but not constructed).
Planned - Riprap jetties width expansion and wetland fill
(G) Estimated Annual Rate of Erosion lft to 2ft per year
Source - Applicant
7. HABITAT DESCRIPTION: [AREA]
DREDGED FILLED OTHER
(A) Vegetated Wetlands
5,321 ft2
(B) Sound and Canal Bottom 3,580ft2
(C) Upland
(D) Total Area Disturbed: 8,901ft2
(E) Primary Nursery Area* No
(F) Water Classification* SB Open- No
8 PROJECT SUMMARY: The applicant proposes to expand two rock jetties and fill 404 wetlands
for an access road in the Albemarle Sound near Columbia in Tyrrell County.

Phillip Carawan
Carawan Marina
Tyrrell County
Major Modification to Permit Into. 38 -96
PROJECT SETTING
Quible and Associates, P.0 has submitted a CAMA Mayor Modification request for
Phillip Carawan to modify an existing commercial fishing manmade basin (formerly Woodards
Marina) on the Albemarle Sound The 356 acre project site is located at the end of Woodard Road
off of Deweys Pier Road (SR 1218) east of the Town of Columbia, in Tyrrell County. There is an
existing active Mayor CAMA permit (38 -96) that permitted a 25ft wide by 225ft long by -6ft below
Normal Water Level (NWL) access channel into a 23ft wide by 150ft long by -6ft belowNWL canal.
This permit was modified in 1997 for two 150ft woodenjetties (with a height not to exceed 6mches
above NWL) to stabilize and protect the access channel These betties have not been constructed at
this time These jetties were permitted as a compromise between the former owner of the property
and the resource agencies after longer rip rap betties had been proposed The property was sold to a
new owner that modified the permit in February 2015 to include two rip rapjetties (175ft and 183ft
long averaging 20 feet base width), rip rap 628ft by l Oft of the shoreline, bulkhead 300ft of the canal
and expand the entrance canal to 60ft by 250ft by -6 5ft belowNWL and the channel to 60ft by 300ft
by -6.5ft below NWL At this time the structures permitted in February 2015 have not been
constructed The project plans dated 11 May 2015 show these structures as proposed even though
they have been permitted Currently the site includes 27 boat slips, a fish house, gravel parking and
driveways, and a boat ramp. A 47ft by 76ft roofed concrete pad adjacent to the fish house has been
permitted but not at this time Fishermen store their crab pots and other commercial fishing gear
onsite. The site is surrounded by agriculture to the south and forested wetlands and agriculture to the
west and east Due to regular shoaling there has been routine maintenance excavation at the mouth of
the channel in 3 of the last 5 years (2014, 2013, and 2010). These requests have been made to
perform excavation during the Anadromous Fish Spawning Area moratorium to allow safer
navigation during the crab fishing season
The Albemarle Sound at the project site is classified as SB by the Environmental
Commission and as Coastal by the Marine Fisheries Commission The Albemarle Sound is
approximately 7.5 miles wide at this location
PROJECT DESCRIPTION
The applicant proposes to expand the footprint of the permitted, but not constructed rip
rap jetties. The rip rap jetties were permitted for 183ft by 20ft average base width and 175ft by 20ft
average base width in February 2015. The applicant is requesting to modify thesejetties to be 183ft
by 30ft average base width and 175ft by 30ft average base width. The applicant is requesting the
expansion of the top width to allow for equipment access for the initial construction and future
maintenance of both the jetties and the navigation channel in Albemarle Sound. The applicant is also
requesting to construct a 265ft by 20ft access road through 404 wetlands (5,321 ft 2) for construction of
the permitted jetties and maintenance excavation of the channel The applicant is proposing
mitigation through on -site wetland conservation (5 1).
ANTICIPATED IMPACTS

The project will result in localized turbidity due the installation of the riprap betties All
of the February 2015 permitted impacts have remained in the application and site plans. The
additional impacts include the jetties converting an additional 3,580ft2 of sound bottom to riprap
bringing the total square footage of the jetties to 10,740ft2 The wetland fill will convert 5,321 ft2 of
vegetated wetlands to uplands
Kevin Hart-
15 June 2015
Washington Regional Office

Carawan Marina
Tyrrell County, North Carolina
CAMA Major Permit Narrative
Modification Request (This is to accompany the Project Narrative that describes
economic need and background)
Prior to construction of the items permitted in CAMA Major 20 -15 on 2/10/2015, Philip Carawan
would like to modify the existing permit to include.
A. Widening of the permitted jetties from an average of 20 ft wide (ranging from 15 -26
ft) to an average of 30 ft wide (20 -40 ft). The purpose of this is to build a jetty system
that can be maintained and repaired regularly, at any time necessary It is extremely
important to have a stable jetty system at all times, given the daily use of this marina as
a commercial fishing operation This area of the Albemarle commonly has extremely
rough water conditions that are difficult to navigate Maintenance will occur by traversing
the jetty system with an excavator or other equipment And, if a large storm event
causes rock to enter the channel, it would be detrimental to the large boats that need
this port Being able to walk out on the jetties with mechanical equipment will enable
maintenance and repair as needed This is very important for a commercial operation of
this nature This is similar to the existing permitted jetty system on the west side of the
Alligator River bridge which is used an maintained for recreational vessels
B. Section 404 Wetland fill (5,321 sq.ft.) to access the western jetty. This proposed fill
would allow access to the jetty for construction and maintenance Without this area of
impacts, land -based access to the jetty would have to include matting through a Section
404 area This area would include sand fill with a gravel or shell surface.
It is understood that USACE will require compensatory mitigation for this proposed
activity to offset fill impacts proposed The proposed mitigation by Mr Carawan includes
Section 404 wetland preservation at a minimum ration of 5.1 Since there are in -kind on-
site wetlands present on the subject property, this form of mitigation on the subject
property and could be considerably more than 5.1 if deemed necessary by USACE It is
understood that mitigation credits are available through the NC Division of Mitigation
Services (DMS), but this is not the preferred mitigation option by the client due to costs
and also because of the availability to offer mitigation on -site.

Carawan Marina
Tyrrell County, North Carolina - ' "���.�d =�,��- � �����' "�° ���' �� � �0
CAMA Mayor Permit Narrative _
Economic Benefits and Need for Improvements
Tyrrell County, along with other northeastern North Carolina counties, is considered a Tier 1
(distressed) County by NC Department of Commerce In recent times, both agriculture and
manufacturing have declined sharply, and traditional manufacturing is virtually non - existent
Tyrrell County is currently the least populated county the state and has suffered from a
population decrease of approximately 7% since 2010 Philip Carawan, owner of Captain Neill's
Seafood, one of the largest employers in the County, is involved in the seafood industry,
including processing, sales and commercial fishing. The Albemarle Region of eastern NC has
historically been recognized as a top seafood producer. With many coastal fish houses and
marinas in coastal NC having been shut down, in large part from change of use of the coastal
waterfront, it is important to identify and preserve key existing facilities Mr. Carawan purchased
the subject property in 2013 for its' existing boat basin and commercial fishing port capabilities
The nearest Albemarle Sound commercial fishing ports are Alligator River Marina ( -15 miles
from Carawan's Marina) and Mackey's Marina ( -24 miles from Carawan's Marina)
Captain Neill's Seafood is an extremely important part of the local economy which currently
employs approximately 150 people in the seafood processing operation and is directly
associated with approximately 45 fishing boats (private operations with 2 people per boat) In
addition to the approximately 240 person direct salary positive impacts associated with the
operation, there are extensive secondary positive impacts to the economy The operation
affects nearly every business in Tyrell County, including utility companies, grocery stores, fuel
stations, etc Most of this cannot be accurately quantified, but as an example, the monthly
water bill for the company is commonly over $10,000
Background
The subject property is an approximately 356 acre tract of land in Tyrrell County, on the
Albemarle Sound, to the north of the Town of Columbia The property is accessible from
Deweys Pier Road which leads to Woodard Road
The property contains a man -made basin boat basin that is connected to The Albemarle Sound.
CAMA Mayor Permit 38 -96 was originally issued in 1996 for the excavation of an upland basin in
high ground, maintenance excavation of an access channel in the Sound (to -6 ft NWL),
dockage structures and a boat ramp. The permit was modified in 1997 to include construction
of a bulkhead around the perimeter of the boat basin, construction of a bulkhead in each side of
the entrance canals and construction of (2) 150 ft wooden groins into the Albemarle Sound
This work is permitted, but not yet built at this time
In 2011, a wetland delineation was performed and confirmed by USACE on the northern
(waterward) 120 acres of the subject tract The upland areas of the property consist of
agricultural fields and some wooded uplands The wetland areas are primarily wooded.

Carawan Marina
Tyrrell County, North Carolina
CAMA Mayor Permit Narrative
Existinq Environmental Conditions
The shallow water sound bottom consists of loose sand overlying clay beds in some areas A
water depth survey and SAV analysis was performed in summer 2014 adjacent to the property
and also in the existing basin No rooted SAV was observed in this area during this early June
survey Based on conversations with representatives of NCDENR, this southern shore of the
Albemarle has not been known this to be an SAV area, likely from the high wave energy,
especially from NE wind events
Shoaling has been a constant problem for maintaining an operable marina is this location.
Since original permit issuance, the marina can only operate by maintenance dredging every
year. And, the existence of the dredging moratorium in this area (beginning February 15th of
each year) is problematic for marina operation due to the rapid shoaling that occurs after
February 15th and before the start of crabbing season In fact, in many years', the entrance to
the basin shoals in almost immediately after an expensive dredge operation Sand movement
occurs in this area from the shoreline to water depths exceeding 8 ft or more This is evident
from aerial photograph inspection where bars and shoal formation and migration can be
followed
Proposed Work
Channel Widening. The purpose of the proposed dredging is to maintain adequate water
depths along the entrance to and within the existing man -made canal /basin and channel
connected to The Albemarle Sound so that there is safe ingress and egress for large scale
commercial fishing boast that draw 4 5 feet of water The existing channel is permitted at 25
ft wide and -6 ft deep This permit request is to widen the channel to 60 ft at -6 5 ft deep
(relative to NWL) In order for this commercial marina to be successful, it is extremely
important to maintain a safe navigable channel of at least -6 5 ft relative to normal water
level (NWL), since many boats that will draw at least 4 5 ft of water Based on frequent low
wind tide events and /or rough seas that affect wave trough effective depths by 2 ft on
regular occasion, a baseline of -6 5 in the channel is absolutely necessary since these
fishermen need to work every day
The excavation work will be performed with the use of a barge mounted and /or land based
(jetty based) long reach excavator using a clamshell bucket The excavator will dig material
from the channel area onto a material (hopper) barge with sides. Use of a clamshell bucket
minimizes the amount of bottom disturbance, and when the bucket is fully loaded, the
amount of water transferred to the barge is minimal. The barge, when loaded, will be moved
inside the basin and the material will be transferred to soil stockpile areas in the adjacent
agriculture fields on the subject property. If excavation is from land (jetty and /or beach) and
mats instead of barge, the full bucket of material will be directly transferred to a dump truck
and then it will be transferred to the same stockpile /disposal areas

Carawan Marina
Tyrrell County, North Carolina
CAMA Mayor Permit Narrative
2 Channel Protection Jetties- Permitting of rock and concrete channel protection Jetties was
the main topic of a July 9, 2014 interagency scoping meeting The jetties proposed would
be on either side of the 60 ft wide channel and would extend 250 ft and 257 ft respectively in
to the sound, following the same angle as the existing permitted channel These jetties
would be approximately 100 ft longer than the permitted (but not built) wooden groins (they
are permitted to 150 ft)
Constant shoaling and longshore sand movement is the primary need for these jetties
While the fastest sand movement is in shallow water, sand movement clearly does occur out
to the naturally occurring project depth ( -6 5 ft) and greater Without channel protection
jetties, the channel quickly shoals in and requires maintenance dredging
Rock and concrete is a much more permanent solution to the channel protection problem
than vertical sheet pining groins or Jetties This is an extremely high energy shoreline that
can quickly destroy sheetpile structures, both from wave energy and also from the battering
effect of trees, pilings and other items that ram into and tear out structures. This is a
commercial facility and needs to be armored as such. Mr Carawan's idea is to adequately
armor this facility the first time This will allow the livelihood of Captain Neill's Seafood and
and fishermen to proceed uninterruptedly As we all have seen, North Carolina's
commercial fishing industry is fragile due to fishery conditions and imposed regulations to
help manage the system What we need to ensure for the commercial fishermen is away to
be able to work while following the protocol.
During the scoping meeting, the Jetty footprint discussed was up to 36 ft wide We have
since been able to reduce the proposed Jetty footprint to an average width of 20 ft. This was
done as an attempt to avoid and minimize the bottom footprint of the rock structure
Included on the CAMA Major Plan is a cross - section of the channel with Jetties. Initially
(going in to the scoping meeting), the jetty would have been built at a 2.1 slope adjacent to
the edge of the channel. We have now separated the edge of the jetty from the channel
edge by at least 10 ft, allowing a reduction in the width The width has been further reduced
by building the structures at a 2 1 slope from the substrate up to NWL Instead of continuing
to build the wall up another 3 ft with a plateau on the top (for machine access down the
structure), the actual future work plateau will be at or near NWL There will be a pile of rip -
rap on top of the plateau (up to 3 ft above NWL), but, this material will be removed for
machine access when maintenance to the jetty of channel is needed. When the
maintenance work is complete, the material will be put back in place
For local comparison purposes, the Jetty system at the Alligator River Marina appears to
extend about 300 ft into the river and is reportedly much wider than what we are proposing
herein
3 Basin Entrance Widening. In order to widen the entrance to the boat basin to allow safe
ingress /egress and to promote better flushing, excavation of 3,041 sq ft of Section 404
3

Carawan Marina
Tyrrell County, North Carolina
CAMA Mayor Permit Narrative
wetlands and 1,443 sq.ft of uplands is proposed The total volume of material to be
excavated in this area is 1,134 cu yds The material will be dug from a land based
excavator, starting at the shoreline area closest to the Albemarle Sound and will work back
from there When necessary, timber mats will be used in 404 areas to support the
excavator Excavated material will be spread on upland agricultural areas, similarly to the
channel material.
Adjacent to wetlands, 300 lin.ft of cantilevered bulkhead is proposed so that there would be
no bulkhead backfill in this area
4 Shoreline Stabilization Rip -Rap- 628 of shoreline stabilization rip -rap (10 ft wide x 3 ft high)
is proposed to protect the natural shoreline from ongoing erosion at or near the existing
normal water line
4

RE CAMA Mayor Permitting
As property owner, I authorize Quible & Associates, P C to act as agent for the purpose of
CAMA Mayor Permitting
1r
Authorized Signature
Name Phillip Carawan Date

A-APPLECATION
Major Development Permit
(last revised 12127/06)
�Y
North Carolina O COASTAL
1. Primary Applicant/ Landowner informati =on
Business Name
Project Name (if applicable)
Carawan Marina
Applicant 1 First Name
MI
Last Name
Phillip
Carawan
Applicant 2 First Name
MI
I Last Name
If additional applicants, please attach an additional page(s) with names listed
Mailing ddress
PO Box
City
Y
P O Box 164
Columbia
ZIP
Phone No
27925
`try
USA
ext
I
Street Address (if different from above)
I City
I State
Email
2. Agent/Contractor Mformation
Business Name
Quible & Associates, P.0
Agent/ Contractor 1 First Name
Brian
Agent! Contractor 2 First Name
Mailing Address
P O Drawer 870
ZIP
27949
FAX No
252 261 1260
Street Address (if different from above)
8 Juniper Trail
Email
brubino ®quible.com
MI Last Name
D Rubino
MI Last Name
State
NC
FAX No
ZIP -
PO Box City
Kitty Hawk
Phone No 1 I Phone No 2
252 - 261 - 3300 ext 240
Contractor #
City State
Southern Shores NC
<Form continues on back>
State
NC
ZIP
27949-
252 - 808 -2808 ,. 1. 888- 4RCOAST :. www.necoastatmonagement.net
ext

Form DCM MP -1 (Page 2 of 4) APPLICATION for
Major Development Permit
3. Project Location
County (can be multiple) Street Address State Rd #
Tyrrell Woodard Road 1218
Subdivision Name City State Zip
None Columbia NC 27925-
Phone No Lot No (s) (if many, attach additional page with list)
ext N /A, I I ,
a In which NC river basin is the project located? b Name of body of water nearest to proposed project
Pasquotank Boat Basin and Albemarle Sound
c Is the water body identified in (b) above, natural or manmade? I d Name the closest major water body to the proposed project site
NNatural ®Manmade ❑Unknown Albemarle Sound
e Is proposed work within city limits or planning jurisdiction? f If applicable, list the planning jurisdiction or city limit the proposed
[]Yes NNo work falls within
Tyrell County
4. ' Site Description -
a Total length of shoreline on the tract (ft ) b Size of entire tract (sq ft)
4,725 ft 15,507,360 sq ft. (356 ac )
c Size of individual lot(s) d Approximate elevation of tract above NHW (normal high water) or
N /A, NW (normal water level)
5 ft ❑NHW or ®NWL
(If many lot sizes, please attach additional page with a list)
e Vegetation on tract
managed crops, hardwood trees (black gum, cypress, oak), pines, upland and wetlands herbaceous species
f Man -made features and uses now on tract
boat basin, docking facility, boat ramp, gravel parking and drives, fish house
g Identify and describe the existing land uses ad acent to the proposed project site
Residential Uplands and Undeveloped Wetlands
h How does local government zone the tract? i Is the proposed project consistent with the applicable zoning?
N/A (Attach zoning compliance certificate, if applicable)
❑Yes ❑No [DNA
I Is the proposed activity part of an urban waterfront redevelopment proposal? ❑Yes NNo
k Hasa professional archaeological assessment been done for the tract? If yes, attach a copy ❑Yes NNo ❑NA
If yes, by whom?
i is the proposed project located in a National Registered Historic District or does it involve a ❑Yes NNo ❑NA
National Register listed or eligible property?
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Form DCM MP -1 (Page 3 of 4)
m (i) Are there wetlands on the site?
(n) Are there coastal wetlands on the site?
(iii) If yes to either (i) or (n) above, has a delineation been conducted?
(Attach documentation, if available)
n Describe existing wastewater treatment facilities
None, currently no septic or drainfield
APPLICATION for
Major Development Permit
®Yes ❑No
❑Yes ONO
®Yes ❑No
o Describe existing drinking water supply source
There is an existing on -site well located near the loading dock used for wash -down purposes only
p Describe existing storm water management or treatment systems
No SWMP
5. Acihdties and Impacts ;
a Will the protect be for commercial, public, or private use? ®Commercial ❑Public /Government
❑Private /Community
b Give a brief description of purpose, use, and daily operations of the protect when complete
Commercial marina for fishing operations
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
Long reach excavator, dump trucks, barge - mounted excavator, material (hopper) barge
of List all development activities you propose
A) Widen permitted jetties to an average of 30 It wide (20 -40 ft)
B) Section 404 wetland fill (5,321 sq ft ) to access western jetty
e Are the proposed activities maintenance of an existing protect, new work, or both? Both
f What is the approximate total disturbed land area resulting from the proposed protect? 9,403 ®Sq Ft or []Acres
g Will the proposed protect 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
surface water runoff
i Will wastewater or stormwater be discharged into a wetland? []Yes ONO ❑NA
If yes, will this discharged water be of the same salinity as the receiving water? ❑Yes ❑No ®NA
I Is there any mitigation proposed? []Yes ❑No ®NA
If yes, attach a mitigation proposal
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Form DCM MP -1 (Page 4 of 4)
APPLICATION for
Major Development Permit
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) –'(f) are always applicable to any major development application Please co_ nsuit.the application
instruction booklet on'how to property piepare the`required rtems'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 title to the affected properties
e The appropriate application fee Check or money order made payable to DEN
1 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 Collon Snell Phone No
Address 11450 US 17 North, Vanceboro, NC 28586
Name Wingate and Lucille Joyner Phone No
Address 134 Beechwood Road, Ahoskie, NC 27910
.Name Phorie 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
CAMA Major 38 -96
h Signed consultant or agent authorization form, if applicable
Wetland delineation, if necessary
I 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., Certification and Permission to 'Enter,`on band W _
r ,2y.
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 Gkk7i7-0k% Print Name OW^-tr 0%AkGP Ccrc.—t -,
slq,eak b,6
Signature T wl V 13_;,. /t
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
2522.808 -2808 :- .. wwrvt.nccoastaimanagemer:t.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)
1. EXCAVATION E3 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 d High- ground excavation in cubic yards
(CW), submerged aquatic vegetation (SAV), shell bottom (SB),
or other wetlands (W L)? 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
2. DISPOSAL OF EXCAVATED "MATERIAL
a Location of disposal area
c (i) Do you claim title to disposal area?
❑Yes ❑No ❑NA
(u) If no, attach a letter granting permission from the owner
This sechon not applicable'
b Dimensions of disposal area
d (i) Will a disposal area be available for future maintenance?
❑Yes ❑No ❑NA
(ii) If yes, where?
e (i) Does the disposal area include any coastal wetlands /marsh f (i) Does the disposal include any area in the water?
(CW), submerged aquatic vegetation (SAV), shell bottom (SB), ❑Yes []No ❑NA
or other wetlands (WL)? If any boxes are checked, provide the
number of square feet affected (u) If yes, how much water area is affected?
[]CW ❑SAV ❑SB
OWL ❑None
(fl) Describe the purpose of disposal in these areas
252 -808 -2808 :: 1.888 -4RCOA T vvuvuv .ncr- oa- talmanacrement.net revised: 52/28/ 06
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(1) 175
Length
1)
I (1) 183
Width I
(2) 20 -40
Avg. Existing
NA NA
Depth
Final Project
NA NA
Depth
1. EXCAVATION E3 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 d High- ground excavation in cubic yards
(CW), submerged aquatic vegetation (SAV), shell bottom (SB),
or other wetlands (W L)? 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
2. DISPOSAL OF EXCAVATED "MATERIAL
a Location of disposal area
c (i) Do you claim title to disposal area?
❑Yes ❑No ❑NA
(u) If no, attach a letter granting permission from the owner
This sechon not applicable'
b Dimensions of disposal area
d (i) Will a disposal area be available for future maintenance?
❑Yes ❑No ❑NA
(ii) If yes, where?
e (i) Does the disposal area include any coastal wetlands /marsh f (i) Does the disposal include any area in the water?
(CW), submerged aquatic vegetation (SAV), shell bottom (SB), ❑Yes []No ❑NA
or other wetlands (WL)? If any boxes are checked, provide the
number of square feet affected (u) If yes, how much water area is affected?
[]CW ❑SAV ❑SB
OWL ❑None
(fl) Describe the purpose of disposal in these areas
252 -808 -2808 :: 1.888 -4RCOA T vvuvuv .ncr- oa- talmanacrement.net revised: 52/28/ 06

orG;lil 0C W-2 (Excavation and Filli, Page 2 of 3;
3. SHORELINE STABILIZATION Z This section not applicable
(if development 1 s a wood groin, use MP -4 — Structures)
a Type of shoreline stabilization b Length
[]Bulkhead ❑Riprap ❑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 f (i) Has there been shoreline erosion during preceding 12
months?
❑Yes []No ❑NA
(n) If yes, state amount of erosion and source of erosion amount
information
g Number of square feet of fill to be placed below water level
Bulkhead backfdl Riprap
Breakwater /Sill Other
I Source of fill material
4. _ OTHER FILL ACTIVITIES
(Excluding _Shbrelrne Stablizahon)
_,�tk ,
a (i) -Will fill material be brought to the site? ®Yes []No ❑NA
If yes,
(n) Amount of material to be placed in the water 1,177 cu vds
(w) Dimensions of fill area 2 jetties 1 @ 175 ft x 30 ft ava
and 1 0 183 ft x 30 ft ava (3958 linear ft total or 10.740 so It 1
(iv) Purpose of fill
To construct channel protection jetties and to provide
access to the west side jetty for construction and long term
maintenance and repair
", 5. GENERAL
1
a How will excavated or fill material be kept on site and erosion b What type of construction equipment will be used (e g , draglme,
controlled? backhoe, or hydraulic dredge)?
Site will promptly be seeded after bulkhead construction and long reach excavator, backhoe, vibratory hammer, dump truck
associated grading The bulkhead will reduce shoreline erosion
h Type of fill material
❑This section not applicable
b (i) Will fill material be placed in coastal wetlands /marsh (CW),
submerged aquatic vegetation (SAV), shell bottom (SB), or
other wetlands (W L)? If any boxes are checked, provide the
number of square feet affected
❑CW ❑SAV ❑SS
®WL 5.321 soft ®None
(u) Describe the purpose of the fill in these areas
to provide access to the west side jetty for construction and
long term maintenance and repair
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 sites ®Yes ❑No []NA
(n) If yes, explain what type and how they will be implemented (u) If yes, explain steps that will be taken to avoid or minimize
Not required, but applicant would like to have the ability to install environmental impacts
2 channel markers at channel entrance (12 inch diameter pilings Use of low ground pressure or track - mounted excavators and
with red and green reflective markers) timber matting if necessary
Project Name CXfzAvj4N MA2t 1 A
'Date
! "_ A (%j" _ 3, _ �tipphcant Name
252- 808 -2808 :: 5- 888- 4F't*rt AST www.nccoastaimanaaement.net revised: 12126106