38-96 MM Amended 2015 Carawan, Phillip

Permit Class
MODIFICATION/MA.IOR
AMENDED
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 Phillip Carawan, PO Box 164, Columbia, NC 27925
Permit Number
38-96
Authorizing development in Tyrrell County adi. manmade basin connecting to Albemarle
Sound, off of SR 1218. Columbia , as requested in the permittee's application dated 10/27/14(W-1) 1/13/15aa-
2) including the attached workplan drawings (1) dated revised 12/29/14
This permit, issued on February 27, 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 terns may
be subject to fines, imprisonment or civil action; or may cause the permit to be null and void.
Groins/Channel Stabilization
1) The authorized groins/channel stabilization shall adhere to the alignment depicted on the attached
workplan drawing.
2) The permittee shall install and maintain at his expense any signal lights or signals prescribed by the
U.S. Coast Guard, through regulation or otherwise, on the authorized groins/channel stabilization. At
a minimum, permanent reflectors shall be attached to the structure in order to make it more visible
during hours of darkness or inclement weather.
(See attached sheet for Additional Conditions)
This permit action may be appealed by the permittee or Signed by the authority of the Secretary of D:
other qualified persons within twenty (20) days of the issuing Chairman of the Coastal Resources Commission.
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.
tP Braxton C. Davis, Director
Division of Coastal Management
This permit and its conditions are hereby accepted.
Signature of Permittee

rN
Phillip Carawan Permit # 38-96 '
Page 2 of 4
ADDITIONAL CONDITIONS
Shoreline Stabilization
3) Unless specifically altered herein, this permit authorizes only the construction of the riprap and bulkhead
that are expressly and specifically set forth in the permit application and workplan drawing.
4) The bulkhead shall be structurally tight so as to prevent seepage of backfill materials through the
structure.
5) The bulkhead shall be solid and constructed of treated wood, concrete slabs, metal sheet piles or other
suitable materials approved by department personnel. No excavation landward of the authorized
alignment is permitted except for that which may be required for the construction of the bulkhead wall,
riprap, deadmen cables, etc.
6) The riprap material shall be free from loose dirt or any pollutant. It shall be of a size sufficient to
prevent its movement from the approved alignment by wave or current action.
7) The riprap material shall consist of clean rock or masonry materials such as but not limited to granite,
marl, or broken concrete.
8) All backfill material shall be clean and free of any pollutants except in trace quantities.
9) All backfill material shall be obtained from a high ground source and confined behind the permitted
bulkhead.
Channel Excavation
10) Unless specifically altered herein, the dimensions of the area to be excavated shall not exceed the area
that is expressly and specifically set forth in the attached permit application and workplan drawings.
Any proposal to change the area to be excavated shall require permit modification.
11) Excavation shall not exceed —6.5 feet below the normal water level. In no case shall the depth of
excavation exceed the depth of connecting waters.
12) In order to protect anadromous fish spawning, no excavation shall be permitted between February 15
and September 30 of any year without the prior approval of the Division of Coastal Management.
13) The temporary placement or double handling of excavated.materials within waters or vegetated wetlands
is not authorized.
Spoil Disposal
14) All excavated materials shall be confined above normal 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.

i�
Phillip Carawan Permit # 38-96
Page 4 of 4
ADDITIONAL CONDITIONS
NOTE: This permit does not eliminate the need to obtain any additional state, federal or local permits,
approvals or authorizations that may be required.
NOTE: Future development of the permittee's property may require a modification of this permit.
Contact a representative of the Division at [phone] prior to the commencement of any
such activity for this determination. The permittee is further advised that many non -water
dependent activities are not authorized within 30 feet of the normal water level.
NOTE: The N.C. Division of Water Quality has assigned the proposed project DWQ Project No. 14-
1165.
NOTE: The U.S. Army Corps of Engineers has assigned the proposed project COE Action Id. No. SAW-
2014-02109.

Arm.04
MCDENR
North Carolina Department of Environment and Natural Resources
Pat McCrory
Governor
February 27, 2015
Phillip Carawan
P.O. Box 164
Columbia, N.C. 27925
Dear Sir or Madam:
Donald R. van der Vaart
Secretary
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
Douglas V. Huggett
Major Permits and Consistency Manager
400 Commerce Avenue, Morehead City, North Carolina 28557
Phone: [phone] FAX [phone] Internet: www.ncooastaimanagement.net
An Equal Opportunity I Affirmative Action Employer

DCM Coordinator: p;� Permit
MAILING DISTRIBUTION SHEET
Permitee:
Agents:
DCM Field Offices
Elizabeth City
Morehead City
Washington
Wilmington
(with revised work plan drawings)
US ACOE Offices:
Washington: Raleigh Bland
Tracey Wheeler
William Westcott (NC DOT)
Bill Biddlecome (NC DOT)
Wilmington: Tyler Crumbly
Cultural Resources: Renee Gledhill -Early
Public Water Supply: Diane Williams (WIRO)
Joey White (WARD)
Marine Fisheries: Shane Staples
Jessi Baker
NC DOT: Ken Pace
Shellfish Sanitation: Patti Fowler
State Property: Tim Walton
Water Quality: Karen Higgins (Raleigh)
John Hennessy (NC DOT)
Washington: Anthony Scarbraugh-401
Scott Vinson-Stormwater
Wilmington: Joanne Steenhuis — 401
Chad Coburn - 401
Linda Lewis - Stormwater
Wildlife Resources: Maria Dunn (WARD)
Vacant (WIRO)
LPO:
Fax Distribution: . Permitee #:
Agent #:_

Permit Class
MODIFICATION/MAJOR
Permit Number
38-96
AMENDED STATE OF NORTH CAROLINA
Department of Environment and Natural Resources
and
Coastal Resources Commission
erl�
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 Phillip Carawan, PO Box 164, Columbia, NC 27925
Authorizing development in Tyrrell County adi. manmade basin connecting to Albemarle
Sound off of SR 1218 Columbia as requested in the permittee's application dated 10/27/14(MP-1) 1113/15=-
2) including the attached workplan drawings (1) dated revised 12/29/14
This permit, issued on February 27. 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.
Groins/Channel Stabilization
1) The authorized groins/channel stabilization shall adhere to the alignment depicted on the attached
workplan drawing.
2) The permittee shall install and maintain at his expense any signal lights or signals prescribed by the
U.S. Coast Guard, through regulation or otherwise, on the authorized groins/channel stabilization. At
a minimum, permanent reflectors shall be attached to the structure in order to make it more visible
during hours of darkness or inclement weather.
(See attached sheet for Additional. Conditions)
This permit action may be appealed by the permittee or Signed by the authority of the Secretary of DENR and the
other qualified persons within twenty (20) days of the issuing Chairman of the Coastal Resources Commission.
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 t d-' Braxton C. Davis, Director
hereunder requires further Division approval. Division of Coastal Management
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.
This permit and its conditions are hereby accepted.
Signature of Permittee

Phillip Carawan Permit # 38-96
Page 2 of 4
ADDITIONAL CONDITIONS
Shoreline Stabilization
3) Unless specifically altered herein, this permit authorizes only the construction of the riprap and bulkhead
that are expressly and specifically set forth in the permit application and workplan drawing.
4) The bulkhead shall be structurally tight so as to prevent seepage of backfill materials through the
structure.
5) The bulkhead shall be solid and constructed of treated wood, concrete slabs, metal sheet piles or other
suitable materials approved by department personnel. No excavation landward of the authorized
alignment is permitted except for that which may be required for the construction of the bulkhead wall,
riprap, deadmen cables, etc.
6) The riprap material shall be free from loose dirt or any pollutant. It shall be of a size sufficient to
prevent its movement from, the approved alignment by wave or current action.
7) The riprap material shall consist of clean rock or masonry materials such as but not limited to granite,
marl, or broken concrete.
8) All backfill material shall be clean and free of any pollutants except in trace quantities.
9) All backfill material shall be obtained from a high ground source and confined behind the permitted
bulkhead.
Channel Excavation
10) Unless specifically altered herein, the dimensions of the area to be excavated shall not exceed the area
that is expressly and specifically set forth in the attached permit application and workplan drawings.
Any proposal to change the area to be excavated shall require permit modification.
11) Excavation shall not exceed —6.5 feet below the normal water level. In no case shall the depth of
excavation exceed the depth of connecting waters.
12) In order to protect anadromous fish spawning, no excavation shall be permitted between February 15
and September 30 of any year without the prior approval of the Division of Coastal Management.
13) The temporary placement or double handling of excavated materials within waters or vegetated wetlands
is not authorized.
Spoil Disposal
14) All excavated materials shall be confined above normal 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.

Phillip Carawan Permit # 38-96
Page 4 of 4
ADDITIONAL CONDITIONS
NOTE: This permit does not eliminate the need to obtain any additional state, federal or local permits,
approvals or authorizations that may be required.
NOTE: Future development of the pemrittee's property may require a modification of this permit.
Contact a representative of the Division at [phone] prior to the commencement of any
such activity for this determination. The permittee is further advised that many non -water
dependent activities are not authorized within 30 feet of the normal water level.
NOTE: The N.C. Division of Water Quality has assigned the proposed project DWQ Project No. 14-
1165.
NOTE: The U.S. Army Corps of Engineers has assigned the proposed project COE Action Id. No. SAW-
2014-02109.

Bennett, Ronda
From: Govoni, Daniel
Sent: Tuesday, February 10, 2015 8:48 AM
To: Bennett, Ronda
Subject: FW: Carawan Marina, DWR#14-1165
Attachments: D00012715-002.pdf
Daniel M. Govoni
Asst. Major Permits Coordinator
NC Division of Coastal Management
400 Commerce Ave.
Morehead City, NC 28557
[phone]
[phone] fax
daniel. oe voni(a ncdenr.g_ov
E-mail correspondence to and from this address may be subject to the North Carolina Public Records Law and may be
disclosed to third parties.
From: Brian Rubino rmailto:brubinoCaquible.com]
Sent: Monday, February 02, 2015 8:46 AM
To: Govoni, Daniel
Subject: RE: Carawan Marina, DWR#14-1165
Daniel,
Please resume the permitting for Carawan Marina if you have not done so. You should have received the 401 cert from
DWR that I have attached.
Thanks,
Brian
Brian Rubino, P.G., Vice -President
Quible & Associates, P.C.
8466 Caratoke Hwy, Bldg 400
Powells Point, INC 27966
PO Drawer 870
Kitty Hawk, INC 27949
t 252.261-3300
www.guible.com
LEGAL DISCLAIMER
The information transmitted is intended solely for the individual or entity to which it is addressed and may contain confidential and/or
privileged material. Any review, retransmission, dissemination or other use of or taking action in reliance upon this information by persons or
entities other than the intended recipient is prohibited. If you have received this email in error please contact the sender and delete the
material from any computer.

From: Brian Rubino
Sent: Friday, January 16, 2015 10:59 AM
To: 'Govoni, Daniel'
Subject: FW: Carawan Marina, DWR#14-1165
Daniel,
By way of this email, please place the Carawan Marina LAMA Major review on applicant hold until the 401 Water
Quality Certification issues. Based on this email from Roberto Scheller, I believe we will have that permit in about a
week.
Thanks,
Brian
Brian Rubino, P.G., Vice -President
Quible 8r Associates, P.C.
8466 Caratoke Hwy, Bldg 400
Powells Point, NC 27966
PO Drawer 870
Kitty Hawk, NC 27949
t 262.261-3300
www.guible.com
LEGAL DISCLAIMER
The information transmitted is intended solely for the individual or entity to which it is addressed and may contain confidential and/or
privileged material. Any review, retransmission, dissemination or other use of or taking action in reliance upon this information by persons or
entities other than the intended recipient is prohibited. If you have received this email in error please contact the sender and delete the
material from any computer.
From: Scheller, Roberto jmailto:roberto.scheller(nlncdenr.gov]
Sent: Friday, January 16, 2015 10:34 AM
To: Brian Rubino
Subject: Carawan Marina, DWR#14-1165
Brian:
Thank you for working with the permittee to achieve a reduction of impacts from the rock -jetty construction. I have
received your additional information and will restart the application review. I am anticipating that I can issue a permit
near the end of next week. If you should have any questions regarding this project please contact me.
RL Scheller
Division of Water Resources
Water Quality Regional Operations Section
Washington Regional Office
943 Washington Square Mall
Washington, NC 27889
252-948-3940
**E-mail correspondence to and from this address may be subject to the North Carolina Public Records Law and may be
disclosed to third parties.**

Govoni, Daniel
;i
From - Brian -Rubino <[e-mail]>
Sent: Monday, February 02, 2015 8:46 AM - - - - - - -
To: Govoni, Daniel
Subject: RE: Carawan Marina, DWR#14-1165
Attachments: D00012715-002.pdf
Daniel,
Please resume the permitting for Carawan Marina if you have not done so. You should have received the 401 cert from
DWR that I have attached.
Thanks,
Brian
Brian Rubino, P.G., Vice -President
Quible & Associates, P.C.
8466 Caratoke Hwy, Bldg 400
Powells Point, NC 27966
PO Drawer 870
Kitty Hawk, NC 27949
t 252.261-3300
www.guible.com
LEGAL DISCLAIMER
The information transmitted is intended solely for the individual or entity to which it is addressed and may contain confidential and/or
privileged material. Any review, retransmission, dissemination or other use of or taking action in reliance upon this information by persons or
entities other than the intended recipient is prohibited. If you have received this email in error please contact the sender and delete the
material from any computer.
From: Brian Rubino
Sent: Friday, January 16, 2015 10:59 AM
To: 'Govoni, Daniel'
Subject: FIN: Carawan Marina, DWR#14-1165
Daniel,
By way of this email, please place the Carawan Marina CAMA Major review on applicant hold until the 401 Water
Quality Certification issues. Based on this email from Roberto Scheller, I believe we will have that permit in about a
week.
Thanks,
Brian
Brian Rubino, P.G., Vice -President
Quible & Associates, P.C.
8466 Caratoke Hwy, Bldg 400
Powells Point, NC 27966
PO Drawer 870
Kitty Hawk, NC 27949

t 262.261-3300 I
www.guible.com
LEGAL DISCLAIMER
The information transmitted is intended solely for the individual or entity to which it is addressed and may contain confidential and/or
privileged material. Any review, retransmission, dissemination or other use of or taking action in reliance upon this information by persons or
entities other than the intended recipient is prohibited. If you have received this email in error please contact the sender and delete the
material from any computer.
From: Scheller, Roberto Lmailto:roberto.scheller(ancdenr.govl
Sent: Friday, January 16, 2015 10:34 AM
To: Brian Rubino
Subject: Carawan Marina, DWR#14-1165
Brian:
Thank you for working with the permittee to achieve a reduction of impacts from the rock jetty construction. [have
received your additional information and will restart the application review. I am anticipating that I can issue a permit
near the end of next week. If you should have any questions regarding this project please contact me.
RL Scheller
Division of Water Resources
Water Quality Regional Operations Section
Washington Regional Office
943 Washington Square Mall
Washington, NC 27889
252-948-3940
**E-mail correspondence to and from this address may be subject to the North Carolina Public Records Law and may be
disclosed to third parties.**

Bodnar, Gregg
From: Hart, Kevin
Sent: Wednesday, January 25, 2017 2:40 PM
To: Tara Carawan
Cc: Howell, Jonathan; Bodnar, Gregg
Subject: RE: Phillip Carawan
Attachments: Scan_0012.pdf
Categories:
Important
FILE
a t4aiot4e^1qNr! Lo&J:iion
Re jarcvftW�
Tara,
This email is in correspondence requesting authorization to undertake maintenance excavation under CAMA
Major Permit No. 38-96 issued to Phillip and Melony Carawan onsite their property at Woodard's Marina
located off SR 1219 on a manmade basin and canal adjacent the Albemarle Sound in Tyrrell County. I have
reviewed your submitted request and it appears to be in compliance with the requested information required by
the maintenance clause in your permit.
All conditions of your permit including subsequent modifications remain in force and should be adhered to. In
particular;
1. Excavation shall not exceed -6 feet below the elevation of Normal Water Level.
2. No excavated material will be placed at any time in any vegetated wetlands or surrounding waters.
3. All excavated materials shall be confined to high ground.
4. Excavation shall not take place between February 15 and September 30 without prior approval of the Division of
Coastal Management, in consultation with the Fishery Resource Specialist.
Let me know if you have any additional questions.
Kevin
Kevin Hart
Division of Coastal Management
Department of Environmental Quality
252-948-3936 office
[e-mail]
943 Washington Square Mall
Washington NC, 27889
"Nothing Compares
Email correspondence to and from this address is subject to the
North Carolina Public Records Law and may be disclosed to third parties.

From: Tara Carawan [mailto:[e-mail]]
Sent: Tuesday, January 24, 2017 1:31 PM
To: Hart, Kevin <[e-mail]>
Subject: Phillip Carawan
Here is the info about digging at the Marina - have a great day!!
Tara Carawan Foreman
Sales/Accounts Payable
Capt. Nei II's Seafood, Inc.
508 N Road Street
Columbia, NC 27925
252-796-0795 ext23
z

Phillip R Carawan
PO Box 164
Columbia, NC 27925
252-796-0795 ext 23
Mr. Kevin Hart
NC Division of Coastal Management
Washington Square Mail
Washington, NC 27889
January 23, 2017
RE: Woodard Marina Tract
CAMA Major38-96, Maintenance
Attn: Phillip R Carawan
Maintenance Excavation
Mr. Hart,
The reason for this letter is to sufficiently address the "Maintenance Clause" requirements for the above
referenced permit. The reason for the planned dredging is to maintain the prior permitting water
depths connected with an existing man-made boat basin and channel connected to the Albemarle
Sound so that there is reliable and safe ingress and egress of boats. Every year there is a buildup of
sediment in the basin but mainly in the canal leading from the Albemarle Sound to the basin. This is an
acknowledged problem by prior property owners as well as fisherman who attempt to use the basin for
boat dock during the commercial fishing season.
On January 21, 2017 Phillip Carawan collected the water depths in the basin as well as in the canal
leading from the Albemarle Sound into the basin based on NWL conditions. There is a considerable
amount of wind tide, with maximum low tides being around 2 ft lower than normal. The areas that
need to be dredged have been identified and it has been estimated that 3334 cu yards of material is to
be removed. The maintenance excavation work will be performed by the use of a land based excavator
using a clamshell bucket or a barge type mounted excavator with a clamshell bucket. The barge

_mounted excavator has sides on the back of the barge where the dig material will be placed until put on
spill area adjacent to basin on the North Eastside of the basin. If the excavation is from land the full
buckets will be loaded on a dump truck where it will be hauled to higher land on the property. If needed
timber mats may be used to reach the outer maintenance excavation area in shallow water areas. There
are no dimensional changes associated with this maintenance excavation.
Please provide a statement that this proposed work meets your requirements, and if you need anything
else prior to authorization please contact Tara Foreman, 252-796-7278 or tcarawan76CcDyahoo.com .
I appreciate your help with this project as we are trying.to get this accomplished by the February 15
deadline.
Sincerely,
Phiihp R Carawan

5
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Bennett, Ronda
From: Tyson, Sherry
Sent: Friday, May 13, 2016 9:27 AM
To: Bennett, Ronda
Subject: RE: This Carawan permit has no fee?
Ok just got thru talking with Jonathan. Back in June 9 2015(acceptance date) Mr. Carawan submitted a major
modification to permit no. 38-96. Jonathan said they knew it was gonna be denined so they pulled it. They got Mr.
Carawan to change it and this is what this new one is. So there was no fee cause he paid it back in June of last year.
From: Bennett, Ronda
Sent: Tuesday, May 10, 2016 10:56 AM
To: Tyson, Sherry <[e-mail]>
Subject: This Carawan permit has no fee?
Ronda C. Bennett
•E-Mail correspondence to and from this address may be subject to the North Carolina Public Records Law and may be
disclosed to third parties unless the content is exempt by statute or other regulation.'
Department of Environmental Quality
Office Manager
Bennett, Ronda
[phone] Ext. 206 Work
ronda.bennett@ ncden r.gov
NC Division of Coastal Management
400 Commerce Avenue
Morehead City, North Carolina 28557
IC <' "Nothing Compares
Please visit www.nccoastalmanagement.net to subscribe to Coastal Management's quarterly newsletter, the
CAMAgram.

DIVISION OF COASTAL MANAGEMENT
FIELD INVESTIGATION REPORT
Major Modification to Permit No. 38-96
1. APPLICANT'S NAME: Phillip Carawan
2. LOCATION OF PROJECT SITE: The project site is located off of Woodard Road off of SR
1218 in the Town of Columbia in Tyrrell County in the Albemarle Sound and a manmade
basin.
Photo Index- 2006: 130-6939 (14,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 — 9/10/2014 and 8/7/2014
Was Applicant Present - No
5. PROCESSING PROCEDURE: Application Received Complete — 5 November 2014
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 - Boat Basin, Docking Facility, Boat Ramp, gravel
parking and drives, fish house.
Planned - Riprap jetties (2), Channel Markers (2), Riprap
shoreline stabilization, and canal bulkhead.
(G) Estimated Annual Rate of Erosion: lft to 2ft per year
Source - Applicant
7. HABITAT DESCRIPTION: [AREA]
DREDGED FILLED OTHER
3,041
(A) Vegetated Wetlands
Canal excavation
(B) Sound and Canal Bottom
Channel
Channel and
Groins and
Groins
canal excavation
Riprap
1,443
(C) Upland
RECEIVED
(D) Total Area Disturbed: 47,911ft (1.1 acres)
MR
(E) Primary Nursery Area: No NOV t 0
(F) Water Classification: SB Open: No DCU-MyD,1Z�Vy
8. PROJECT SUMMARY: The applicant proposes construct two rock jetties, expand and bulkhead
an existing channel and canal, and rip rap the shoreline.

Phillip Carawan
Carawan Marina
Tyrrell County
Major Modification to Permit No. 38-96
PROJECT SETTING
Quible and Associates, P.C. has submitted a CAMA Major 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) in the Town of Columbia, Tyrrell County. There is an existing active Major
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 below NWL canal. This permit was
modified in 1997 for two 150ft wooden groins (with a height not to exceed 6inches above NWL) to
stabilize and protect the access channel. These groins have not been constructed at this time. These
groins were permitted as a compromise between the former owner of the property and the resource
agencies after longer rip rap groins had been proposed. Currently the site includes 27 boat slips, a
fish house, gravel parking and driveways, and a boat ramp. 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. The Albemarle Sound is approximately 7.5 miles wide at this location.
PROJECT DESCRIPTION
The applicant proposes to construct two 250ft by 20ft (average base width) riprap groins
into the Albemarle Sound. The top of the groins will be 3ft above Normal Water Level (NWL) with
a 2:1 slope. There will be a plateau at or near NWL to allow future maintenance work to be
performed from the groin. There will be riprap on top of the plateau that will be removed to perform
future maintenance work and then replaced once the work has been completed. The applicant has left
a 1 Oft buffer from the edge of the channel and the toe of the groin to *minimize the base width of the
groins. Between the groins the applicant is requesting to expand the current 25ft by 225ft by -6ft
below NWL channel to 60ft by 250ft by -6.5ft below NWL. To reach these dimensions the applicant
will remove 1,667 cubic yards of the sound bottom. The applicant also requests to the expand the
23ft wide by 300ft long by -6ft below NWL canal to 60ft by 300ft by -6.5ft below NWL. In order to
expand the canal the applicant will remove 3,041 sq ft of wooded wetlands and 414sq ft of upland.
The applicant is proposing to bulkhead 300ft along the canal. In the location of the wetlands the
bulkhead will be cantilevered (without tie backs and backfill). The applicant proposes to use 628ft of
riprap along the Albemarle Sound shoreline to protect the shoreline. The riprap will have a base
width of a max of 1 Oft not to exceed 2ft above NWL adjacent to the wetlands and not to exceed 3ft
above NWL adjacent to the uplands. There is no fill proposed landward of the shoreline stabilization.
RECEIVED
NOV 18 1MI

Carawan Marina
Tyrrell County, North Carolina
CAMA Major 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 Major 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 woi oodped.
Nnv 10 209
DCM-MHD CnY

Carawan Marina
Tyrrell County, North Carolina
CAMA Major Permit Narrative
Existing 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 NCDENFI, 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 15°i of
each year) is problematic for marina operation due to the rapid shoaling that occurs after
February 15`" 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
1. 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
Qetty 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.
RECEIVED
2
Nov 10 2W
DCM-MWD CITY

Carawan Marina
Tyrrell County, North Carolina
CAMA Major 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 a way 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
RECEIVED
NOV 10 X 4 3
DCM-MHD C11y

Carawan Marina
Tyrrell County, North Carolina
LAMA Major 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 (1Oft wide x 3 ft high)
is proposed to protect the natural shoreline from ongoing erosion at or near the existing
normal water line.
RECEIVED
NOV 10 1014
DCM-MHD CITY

ANTICIPATED IMPACTS
The project will result in localized turbidity due the installation of the bulkhead, riprap
shoreline stabilization, and riprap groins. The groins and riprap will convert 10,000sq ft and 6,170sq
ft respectively of sound bottom to riprap. The bulkhead will replace 300sq ft of the canal bottom.
The project will excavate 3,041sq ft of wetlands, 414sq ft of uplands, and 15,000sq ft of sound
bottom (1,667 cubic yards).
Kevin Hart-
5 November 2014
Washington Regional Office
RECEIVED
Nov 10 7014
DCM-MHD CITY

DIVISION OF COASTAL MANAGEMENT
APPLICATION TRANSMITTAL AND PROCESSING RECORD
1) APPLICANT: Phillip Carawan County: Tyrrell
LOCATION OF PROJECT: Project location site is located off of Woodard Road off of SR 1218 in the Town of
Columbia in Tyrrell County in the Albemarle Sound and a manmade basin
DATE APPLICATION RECEIVED COMPLETE BY FIELD: 5 November 2014
FIELD RECOMMENDATION: Attached: NO To Be Forwarded: YES
CONSISTENCY DETERMINATION: Attached: NO To Be Forwarded: YES
FIELD REPRESENTATIVE: Kuvin Haa i
DISTRICT MANAGER REVIEW:
DISTRICT OFFICE: Washington
�Q W m*2�=
B) DATE RECEIVED BY MAJOR PERMITS UNIT: FEE RECD: $ 400.00 (60/40%)
PUBLIC NOTICE RECD: END OF NOTICE DATE:
ADJ. RIP. PROP NOTICES RECD: /�tt DEED RECD:
APPLICATIONASSIGgVDTO: &66VL� ON:
C) '75 DAY DEADLRJ I ' � 50 DAY DEADLINE:
MAIL OUT DATE:
FEDERAL DUE DATE:
PERMIT FINAL ACTION: ISSUE
STATE DUE DATE:
FED COMMENTS RECD:
DENY DRAFT ON
AGENCY
DATE
COMMENTS
RETURNED
OBJECTION
S:
YES NO
NOTES
Coastal Management - Regional Representative
Coastal Management - LUP Consistency
1 I %
Division of Community Assistance
Land Quality Section
Division of Water Quality
/
Storm Water Management (DWQ)
State Property Office
I _Li!
Division of Archives & History
Division of Environmental Health
Division of Highways
Wildlife Resources Commission
WC€IV€D
Local Permit Office
2
of Marine Fisheries
LlDivision
Corps of Engineers

35i--elle MH
4�L�'
NCDENR
North Carolina Department of Environment and Natural Resources
Division of Coastal Management
Pat McCrory Donald R. van der Vaart
Governor Secretary
TO: Daniel Govoni, Major Permits Coordinator, Division of Coastal Management (DCM)
THROUGH: Kelly Spivey, Interim District Manager, Washington Regional Office, DCM
FROM: Kevin Hart, Washington Regional Office, DCM Kv
DATE: 1 February 2015
SUBJECT: Phillip Carawan (formerly Woodards Marina)
Phillip Carawan has submitted a Major CAMA application to to construct two 250ft by 20ft (average
base width) riprap groins into the Albemarle Sound. The top of the groins will be 3ft above Normal Water
Level (NWL) with a 2:1 slope. There will be a plateau at or near NWL to allow future maintenance work to be
performed from the groin. There will be riprap on top of the plateau that will be removed to perform future
maintenance work and then replaced once the work has been completed. The applicant has left a loft buffer
from the edge of the channel and the toe of the groin to minimize the base width of the groins. Between the
groins the applicant is requesting to expand the current 25ft by 225ft by -6ft below NWL channel to 60ft by
250ft by -6.5ft below NWL. To reach these dimensions the applicant will remove 1,667 cubic yards of the
sound bottom. The applicant also requests to the expand the 23ft wide by 300ft long by -6ft below NWL canal
to 60ft by 300ft by -6.5ft below NWL. In order to expand the canal the applicant will remove 3,041sq ft of
wooded wetlands and 414sq ft of upland. The applicant is proposing to bulkhead 300ft along the canal. In the
location of the wetlands the bulkhead will be cantilevered (without tie backs and backfill). The applicant
proposes to use 628ft of riprap along the Albemarle Sound shoreline to protect the shoreline. The riprap will
have a base width of a max of l Oft not to exceed 2ft above NWL adjacent to the wetlands and not to exceed 3ft
above NWL adjacent to the uplands. There is no fill proposed landward of the shoreline stabilization.
Staff has reviewed the proposed project with regard to rules found in Subchapter 7H concerning
development in Coastal Shorelines. It is staffs recommendation that the proposed project appears consistent
with 15A NCAC 07H .0208 as described below.
RECEIVED
FEB 11 1015
96M=mne em
943 Washington Square Mall, Washington, NC 27889
Phone: 252-946-Ml 1 FAX: [phone] Internet: www,nccoastalmanagement.net
An Equal Opportunely \ Aifimiabve Acl on Employer

Staff has reviewed the project, and the applicant has documented the need to construct the bulkhead
waterward of the NWL.
The applicants have properly notified the riparian neighbors to the project via sign off statements. If the
permit is issued, staff would suggest the following conditions:
DREDGE & FILL - EXCAVATION
In order to protect juvenile shrimp/fmfish/shrimp and finfish populations, no excavation
or filling shall be permitted between February 15 and October 31 of any year without the
prior approval of the Division of Coastal Management, in consultation with the Division
of Marine Fisheries.
Excavation shall not exceed 6.5 feet below the mean low/normal water level. In no case
shall the depth of excavation exceed the depth of connecting waters.
An earthen plug/silt screen shall be left between the area to be excavated and the existing
canal/river/creek/sound and a 24 hour period after completion of excavation will elapse
prior to plug removal to prevent unnecessary siltation into the adjacent water body.
4 No vegetated wetlands/marsh grass shall be excavated or filled.
The temporary placement or double handling of excavated or fill materials within waters
or vegetated wetlands is not authorized.
6 No excavated or fill material shall be placed at any time in any vegetated wetlands/marsh
or surrounding waters outside of the alignment of the fill area indicated on the workplan
drawing(s).
7 If the crossing of wetlands with mechanized construction equipment is necessary,
temporary construction mats shall be utilized for the areas to be crossed. The temporary
mats shall be removed immediately upon completion of construction.
Bulkhead and Rip Rap Shoreline Stabilization
8 The bulkhead alignment shall approximate the normal high/normal water level at the time
of construction.
RECEIVED
FEB 1 1 2015
943 Washington Square Mall, Washington, NC 27889 6'QM-MH0 CITY
Phone: [phone] FAX: [phone] Internet: www.n000astaimanagement.net
An Equal opportunity 1 Affirmative Action Emp dyer

The bulkhead/riprap shoreline stabilization shall not extend waterward more than 2 feet
from the normal water level at any point along its alignment at the time of construction.
10 The alignment of the authorized bulkhead/riprap shall be staked by a representative of the
Division of Coastal Management within a maximum of 30 days prior to the start of
construction. Failure to initiate construction within 30 days, or erosion of the shoreline
by adverse weather conditions, shall require the alignment to be restaked by DCM within
a maximum of 30 days prior to the new expected start of construction.
11 The riprap material shall be free from loose dirt or any pollutant. It shall be of a size
sufficient to prevent its movement from the site by wave or current action.
12 The riprap material shall consist of clean rock or masonry materials such as but not
limited to granite, marl, or broken concrete.
13 The bulkhead shall be constructed prior to any backfilling activities.
14 The bulkhead shall be structurally tight so as to prevent seepage of backfill materials
through the structure.
15 The bulkhead shall be solid and constructed of treated wood, concrete slabs, metal sheet
piles or other suitable materials approved by Division of Coastal Management personnel.
No excavation is permitted except for that which may be required for the construction of
the bulkhead wall, riprap, deadmen cables, etc. This permit does not authorize any
excavation waterward of the approved alignment.
WATER QUALITY & STORMWATER
16 In order to protect water quality, runoff from the construction shall not visibly increase
the amount of suspended sediments in adjacent waters.
17 The Division of Water Quality is currently reviewing the permit application to determine
if the project is in compliance with North Carolina's Water Quality Certification
program. The permittee must receive a Water Quality Certification from DWQ prior to
the initiation of any construction activities.
With the exception of grass swales and the outlet conveyance, no portion of the proposed
stormwater system shall be located within the 30 foot Coastal Shoreline buffer. If this
condition results in a modification of the Stormwater Management Permit referenced in
Condition No. 3 above, the permittee shall provide a copy of the modified Stormwater
RECEIVED
FEB 1120
943 Washington Square Mall, Washington, NC 27889 Det01=0.r4P l'"
Phone: [phone] FAX: [phone] Internet: www.nccoastalmanagement,net
An Equal Opportunity 1 Afinnab" Action Ern&yer

Management Permit to the Division of Coastal Management, prior to the initiation of any
construction activities.
NOTE: The Division of Water Quality is currently reviewing the permit application to
determine if the project is in compliance with North Carolina's Water Quality
Certification program and has assigned the proposed project DWQ Project No.
14-1165. The permittee must receive a Water Quality Certification from DWQ
prior to the initiation of any construction activities.
General
18 The permittee understands and agrees that, if future operations by the United States
requires the removal, relocation, or other alteration of the structure or work authorized by
this permit, or if in the opinion of the Secretary of the Army or his authorized
representative, said structure or work shall cause unreasonable obstruction to free
navigation of the navigable waters, the permittee will be required, upon due notice from
the Corps of Engineers, to remove relocate or alter the structural work or obstructions
caused thereby, without expense to the United States or the state of North Carolina. No
claim shall be made against the United States or the state of North Carolina on account of
any such removal or alteration.
19 The permittee and/or his or her contractor shall contact a representative of the Division at
(252)-946-6481 prior to project initiation to set up a pre -construction meeting
NOTE: This permit does not eliminate the need to obtain any additional state, federal or local
permits, approvals or authorizations that may be required, including any local approvals.
NOTE: Future development of the permittee's property may require a modification of this
permit. Contact a representative of the Division of Coastal Management at [phone]
prior to the commencement of any such activity for this determination.
RECEIVED
FEB t1N
DCM-MHO CrrV
RECEIVEC
FEB tt
DCM-MHD Cr V
943 Washington Square Mall, Washington, NC 27889
Phone: [phone] FAX: [phone] Internet: www.nccoastaimanagement.net
An Equal Opponumly 1 Afim ve Adom Employer

AMA
NCDENR
North Carolina Department of Environment and Natural Resources
Division of Coastal Management
Pat McCrory Donald R. van der Vaart
Governor Secretary
TO: Daniel Govoni, Major Permits Coordinator, Division of Coastal Management (DCM)
THROUGH: Kelly Spivey, Interim District Manager, Washington Regional Office, DCM
FROM: Kevin Hart, Washington Regional Office, DCM
DATE: 1 February 2015
SUBJECT: Phillip Carawan (formerly Woodards Marina)
Phillip Carawan has submitted a Major CAMA application to to construct two 250ft by 20ft (average
base width) riprap groins into the Albemarle Sound. The top of the groins will be 3ft above Normal Water
Level (NWL) with a 2:1 slope. There will be a plateau at or near NWL to allow future maintenance work to be
performed from the groin. There will be riprap on top of the plateau that will be removed to perform future
maintenance work and then replaced once the work has been completed. The applicant has left a loft buffer
from the edge of the channel and the toe of the groin to minimize the base width of the groins. Between the
groins the applicant is'requesting to expand the current 25ft by 225ft by -6ft below NWL channel to 60ft by
250ft by -6.5ft below NWL. To reach these dimensions the applicant will remove 1,667 cubic yards of the
sound bottom. The applicant also requests to the expand the 23ft wide by 300ft long by -6ft below NWL canal
to 60ft by 300ft by -6.5ft below NWL. In order to expand the canal the applicant will remove 3,041sq ft of
wooded wetlands and 414sq ft of upland. The applicant is proposing to bulkhead 300ft along the canal. In the
location of the wetlands the bulkhead will be cantilevered (without tie backs and backfill). The applicant
proposes to use 628ft of riprap along the Albemarle Sound shoreline to protect the shoreline. The riprap will
have a base width of a max of 1 Oft not to exceed 2ft above NWL adjacent to the wetlands and not to exceed 3ft
above NWL adjacent to the uplands. There is no fill proposed landward of the shoreline stabilization.
Staff has reviewed the proposed project with regard to rules found in Subchapter 7H concerning
development in Coastal Shorelines. It is staffs recommendation that the proposed project appears consistent
with 15A NCAC 07H .0208 as described below.
943 Washington Square Mall, Washington, NC 27889
Phone: [phone] FAX: [phone] Internet: www.nccoastalmanagement.net
An Equal opportunity 1 Affingve Action Employer

Staff has reviewed the project, and the applicant has documented the need to construct the bulkhead
waterward of the NWL.
The applicants have properly notified the riparian neighbors to the project via sign off statements. If the
permit is issued, staff would suggest the following conditions:
DREDGE & FILL - EXCAVATION
In order to protect juvenile shrimp/finfish/shrimp and finfish populations, no excavation
or filling shall be permitted between February 15 and October 31 of any year without the
prior approval of the Division of Coastal Management, in consultation with the Division
of Marine Fisheries.
Excavation shall not exceed 6.5 feet below the mean low/normal water level. In no case
shall the depth of excavation exceed the depth of connecting waters.
An earthen plug/silt screen shall be left between the area to be excavated and the existing
canal/river/creek/sound and a 24 hour period after completion of excavation will elapse
prior to plug removal to prevent unnecessary siltation into the adjacent water body.
No vegetated wetlands/marsh grass shall be excavated or filled.
The temporary placement or double handling of excavated or fill materials within waters
or vegetated wetlands is not authorized.
No excavated or fill material shall be placed at any time in any vegetated wetlands/marsh
or surrounding waters outside of the alignment of the fill area indicated on the workplan
drawing(s).
If the crossing of wetlands with mechanized construction equipment is necessary,
temporary construction mats shall be utilized for the areas to be crossed. The temporary
mats shall be removed immediately upon completion of construction.
Bulkhead and Rio Rau Shoreline Stabilization
8 The bulkhead alignment shall approximate the normal high/normal water level at the time
of construction.
943 Washington Square Mall, Washington, NC 27889
Phone: [phone] \ FAX: [phone] Internet: www.nccoastalmanagement.net
An Equal Opportunity 1 Afinn five Action Employer

9 The bulkhead/riprap shoreline stabilization shall not extend waterward more than 2 feet
from the normal water level at any point along its alignment at the time of construction.
10 The alignment of the authorized bulkhead/riprap shall be staked by a representative of the
Division of Coastal Management within a maximum of 30 days prior to the start of
construction. Failure to initiate construction within 30 days, or erosion of the shoreline
by adverse weather conditions, shall require the alignment to be restaked by DCM within
a maximum of 30 days prior to the new expected start of construction.
11 The riprap material shall be free from loose dirt or any pollutant. It shall be of a size
sufficient to prevent its movement from the site by wave or current action.
12 The riprap material shall consist of clean rock or masonry materials such as but not
limited to granite, marl, or broken concrete.
13 The bulkhead shall be constructed prior to any backfilling activities.
14 The bulkhead shall be structurally tight so as to prevent seepage of backfill materials
through the structure.
15 The bulkhead shall be solid and constructed of treated wood, concrete slabs, metal sheet
piles or other suitable materials approved by Division of Coastal Management personnel.
No excavation is permitted except for that which may be required for the construction of
the bulkhead wall, riprap, deadmen cables, etc. This permit does not authorize any
excavation waterward of the approved alignment.
WATER QUALITY & STORMWATER
16 In order to protect water quality, runoff from the construction shall not visibly increase
the amount of suspended sediments in adjacent waters.
17 The Division of Water Quality is currently reviewing the permit application to determine
if the project is in compliance with North Carolina's Water Quality Certification
program. The permittee must receive a Water Quality Certification from DWQ prior to
the initiation of any construction activities.
With the exception of grass swales and the outlet conveyance, no portion of the proposed
stormwater system shall be located within the 30 foot Coastal Shoreline buffer. If this
condition results in a modification of the Stormwater Management Permit referenced in
Condition No. 3 above, the permittee shall provide a copy of the modified Stormwater
943 Washington Square Mall, Washington, NC 27889
Phone: [phone] FAX: [phone] Internet: www.nccoastalmanagement.net
An Equal Opportunity 1 Affirmative Action Employer

Management Permit to the Division of Coastal Management, prior to the initiation of any
construction activities.
NOTE: The Division of Water Quality is currently reviewing the permit application to
determine if the project is in compliance with North Carolina's Water Quality
Certification program and has assigned the proposed project DWQ Project No.
14-1165. The permittee must receive a Water Quality Certification from DWQ
prior to the initiation of any construction activities.
General
18 The permittee understands and agrees that, if future operations by the United States
requires the removal, relocation, or other alteration of the structure or work authorized by
this permit, or if in the opinion of the Secretary of the Army or his authorized
representative, said structure or work shall cause unreasonable obstruction to free
navigation of the navigable waters, the permittee will be required, upon due notice from
the Corps of Engineers, to remove relocate or alter the structural work or obstructions
caused thereby, without expense to the United States or the state of North Carolina. No
claim shall be made against the United States or the state of North Carolina on account of
any such removal or alteration.
19 The permittee and/or his or her contractor shall contact a representative of the Division at
(252)-946-6481 prior to project initiation to set up a pre -construction meeting
NOTE: This permit does not eliminate the need to obtain any additional state, federal or local
permits, approvals or authorizations that may be required, including any local approvals.
NOTE: Future development of the permittee's property may require a modification of this
permit. Contact a representative of the Division of Coastal Management at [phone]
prior to the commencement of any such activity for this determination.
943 Washington Square Mall, Washington, NC 27889
Phone: [phone] FAX: [phone] Internet: www.nccoastalmanagement.net
An Equal Opportunity 1 Alfirmali" Action Employer

NCDENR
North Carolina Department of Environment and Natural. Resources
Division of Coastal Management i—
Pat McCrory f Jo-)n E S
Governor SE
NOV — 7 2014
MEMORANDUM
TO: Ms. Charlan Owens
District Planner —
Division of Coastal Management
FROM: Daniel Govoni Respond to Daniel Govoni
Major Permits Processing Coordinator Morehead City Office
Coastal Management Division
400 Commerce Avenue
Morehead City NC 28557
DATE: 6 November 2014
SUBJECT: CAMA Application Review
APPLICANT: Phillip Carawan
PROJECT LOCATION: Project site is located off of Woodard Road off of SR 1218 in the Town of
Columbia in Tyrrell County in the Albemarle Sound and a manmade basin.
PROPOSED PROJECT: Applicant proposes to construct two rock jetties, expand and bulkhead an
existing channel and canal and riprap the shoreline.
Please indicate below your position or viewpoint on the proposed project and return this form by 26
November 2014. Please contact David Moye at 252-948-3852, 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 o jects the proposed project for reasons described in the attached
X 5 comments.
Si ed Date
943 Washington Square Mall, Washington, NC 27889
Phone: [phone] FAX. [phone] Internet: www,nccoastalmanagement.net
RECEIVED
Nnv 17 1R14
DCM-MHD CTTV
An Equal Opportunity \ Affirmative Action Employer

,A
WDENR
North Carolina Department of Environment and Natural Resources
Pat McCrory
Governor
MEMORANDUM
TO: Daniel Govoni, DCM Assistant Major Permits Coordinator
Division of CoZCP,
anagement
FROM: Charlan Owen NE DCM District Planner
Division of Coastal Management
John E. Skvarla, III
Secretary
SUBJECT: Major Permit Modification Request (CAMA Permit No. 38-96) by Philip
Carawan to install two (2) 20 foot wide by 250 foot long riprap groins into the
Albemarle Sound, expand an existing canal to measure 60 feet wide by 300
feet long by -6.5 feet below Normal Water Level (NWL) and an existing channel
to measure 60 feet wide by 250 feet long by -6.5 feet below NWL, and install
300 linear feet of bulkhead and 628 linear feet of riprap; on a project area
located at the terminus of Woodard Road, off Deweys Pier Road (SR 1218), in
Tyrrell County.
Date: November 12, 2014
Consistency Determination: The request is consistent with/not in conflict with the Tyrrell
County/Town of Columbia Land Use Plan certified by the CRC
on March 25, 2010.
Overview: The 356 acre subject property has over 6,000 linear feet of combined shoreline
along the Albemarle Sound, a manmade canal, and a manmade boat basin with canal. The
property includes over 120 acres of wooded wetlands near the shoreline, wooded uplands,
and agricultural land. The project area encompasses the boat basin with canal and
connecting channel into the Albemarle Sound. It is within a ".2 percent annual chance" flood
zone.
Existing site improvements at the project area consist of a fish house and gravel parking and
driveways. The site is used as a base for commercial fishermen, with crab pots and other
commercial fishing gear being stored on -site. Existing shoreline improvements at the project
area consist of a boat basin with twenty-seven (27) boat slips, a loading dock extending from
the basin to the fish house, a boat ramp, and a 23 foot wide by 300 foot long canal at a depth
of -6 feet below Normal Water Level (NWL) connecting to a 25 foot wide by 225 foot long
channel at a depth of -6 feet below NWL extending into the Albemarle Sound. Improvements
for the boat basin with boat ramp and docks, canal, and connecting channel were initially
approved under CAMA Major Permit 38-96 in 1996. The permit was modified in 1997 to allow
bulkhead around the basin and wooden groins on either side of the access channel. To date,
the bulkhead and wooden groins have not been installed.
RECEIVED
Nnv 171014
1367 US 17 South, Elizabeth City, NC 27909 DCM-MHD CITY
Phone: [phone] FAX: [phone] ; Internet: www.nocoastalmanagement.net
An Equal Opportunity 1 Alfinnative Action Employer - Made in part by recycled paper

North Carolina Department of Environment and Natural Resources
Division of Coastal Management
MEMORANDUM
Page 2 of 8
Installation of two (2) 20 foot wide by 250 foot long riprap groins into the Albemarle Sound,
expansion of the canal to measure 60 feet wide by 300 feet long by -6.5 feet below NWL and
the channel to measure 60 feet wide by 250 feet long by -6.5 feet below NWL, and installation
of 300 linear feet of bulkhead and 628 linear feet of riprap are proposed. The groins will be
installed on either side of the access channel. The top of the groins will be 3 feet above NWL.
The groins will be installed at a 2:1 slope. Bulkhead will be installed along the canal. In
wetland locations, the bulkhead will be cantilevered without tie backs and backfill. The riprap
will be installed along the shoreline of the Albemarle Sound. It will have a maximum base
width of 10 feet and will extend no more than 2 feet above NWL adjacent to wetlands and no
more than 3 feet above NWL adjacent to uplands. As indicated in the applicant's narrative,
excavation spoil will be transferred to soil stockpile areas in agricultural fields on the subject
property.
The waters of the Albemarle Sound in this area are classified as SB and are closed to
shellfish taking. The sound is approximately 7.5 miles wide at this location. A review of
Submerged Aquatic Vegetation (SAV) was not provided. A review of historic and
archaeological sites was not provided.
Anticipated impacts resulting from this project are expected to include: the dredging of .34
acre of Public Trust Area/Estuarine Waters Areas of Environmental Concern (AECs), 3,041
sq. ft. of Section 404 Wetlands within the Estuarine Shoreline AEC, and 1,443 sq. ft. of
Uplands within the Estuarine Shoreline AEC, and; the filling of .65 acre of Public Trust
Area/Estuarine Waters AEC.
Basis for Determination:
The Tyrrell County/Town of Columbia Land Future Land Use Plan Map identifies the site area
as "Rural". The "Conservation' designation also applies, since it includes land and water
areas which are environmentally sensitive, including areas of environmental concern, as
indicated on Page 133.
The following LUP policy (P.) and implementation (I.) statements may be applicable to this
request:
Policies — Commercial/Industrial:
P.20, Page 101.
"Tyrrell County and the Town of Columbia deem industrial development within
fragile areas and areas with low land suitability acceptable only if the following
conditions are met:
(1) CAMA minor or major permits can be obtained.
(2) Applicable town and/or county land development regulations are
met.
RECEIVED
Nnv 17 PIN
1367 US 17 South, Elizabeth City, NC 27909
Phone: [phone] FAX: [phone] ; Internet: www.nocoastaimanagement.net DCM-MHD CRY
An Equal Opportunity t Affimwbve Action Employer- Made in part by recycled paper

North Carolina Department of Environment and Natural Resources
Division of Coastal Management
MEMORANDUM
Page 3 of 8
(3) Within coastal wetlands, estuarine waters, and public trust waters,
no industrial use will be permitted unless such use is water related.
This policy applies to both new industrial development and to expansion of
existing industrial facilities."
Policies - Conservation:
P.33, Page 103.
"... Residential, commercial, and industrial development which meets 15A NCAC
7H use standards will be allowed in estuarine shoreline, estuarine water, and
public trust areas. In all other areas, development will be allowed that is
consistent with applicable local, state, and federal regulations."
P.39, Page 104.
"Tyrrell County generally supports the efforts and programs of state and federal
agencies with jurisdiction to regulate the upland excavation of land for marina
basins but reserves the right to object to amendments and/or changes to
regulations and/or programs."
P.40, Page 104.
"Tyrrell County generally supports the efforts of state and federal agencies with
regulatory authority to monitor and regulate development in areas susceptible to
sea level rise and wetland loss, but reserves the right to object to amendments
and/or changes to regulations and/or programs."
Implementing Actions - Conservation:
1.22, Page 105.
"In order to protect property and ensure public safety, Tyrrell County will
implement the following:
• Continue to enforce its Flood Damage Prevention Ordinance.
• Implement its Storm Hazard Mitigation Plan, as necessary.
• Continue to coordinate development within special flood hazard areas
with the County's Building Inspections Department, North Carolina
Division of Coastal Management, Federal Emergency Management
Agency, and the US Army Corps of Engineers.
• Participate in the Federal Flood Insurance Program."
RECEIVED
NnV 17 7014
1367 US 17 South, Elizabeth City, NC 27909 DCM-MHD Cny
Phone: [phone] FAX: [phone] ; Internet: www.nccoastaimanagement.net
M Equal Opportunity � Affirmative Action Enrpbyer- Made in part by recycled paper

North Carolina Department of Environment and Natural Resources MEMORANDUM
Division of Coastal Management Page 4 of 8
1.23, Page 105.
"Tyrrell County and the Town of Columbia will rely on the NC Department of
Environment and Natural Resources, Division of Coastal Management to
regulate development through the CAMA permitting process. Also, it will rely on
the regulations of other state and federal agencies with regulatory authority, as
well as existing local development regulations, to mitigate threats to AECs."
1.24, Page 105.
"Tyrrell County will rely on the US Army Corps of Engineers to monitor
development proposals for compliance with Section 404 of the Clean Water Act
and will continue to enforce local land use ordinances."
1.25, Page 105.
"In order to monitor possible sea level rise, Tyrrell County will implement the
following:
• Rely on the INC Department of Environment and Natural Resources,
Division of Coastal Management to monitor and regulate
development in areas susceptible to sea level rise and wetlands
loss.
• Support bulkheading to protect its shoreline areas from intruding water
resulting from rising sea levels...
Policies — Stormwater Control:
P.41, Page 106.
"Tyrrell County and the Town of Columbia support reducing soil erosion, runoff,
and sedimentation to minimize the adverse effects on surface and subsurface
water quality."
P.42, Page 106.
"Tyrrell County recognizes the value of water quality maintenance and supports
the protection of fragile areas and the provision of clean water for recreational
purposes."
P.43, Page 106.
'The county supports the enforcement of all controls and regulations, specifically
design standards, tie -down requirements, construction and installation standards, RECEIVED
Nnv 17 2014
1367 US 17 South, Elizabeth City, NC 27909 DCM-MHD CITY
Phone:[phone] FAX: [phone]; Internet: www.nocoastalmanagement.net
An Equal Opportunity 1 Affimialive Acton Employer- Made in part by recycled paper

North Carolina Department of Environment and Natural Resources MEMORANDUM
Division of Coastal Management Page 5 of 8
elevation requirements, flood -proofing, CAMA regulations, and FEMA
regulations, deemed necessary by the Board of Commissioners to mitigate the
risks of lives and property caused by severe storms and hurricanes."
P.45, Page 106.
"Tyrrell County and the Town of Columbia support requiring developers to
address stormwater management to comply with NC Department of Environment
and Natural Resources Coastal Stormwater Regulations."
Policies — Natural Hazard Areas:
P.67, Page 114.
"Tyrrell County and the Town of Columbia support efforts to control estuarine
shoreline erosion. Where possible, land owners are encouraged to use structures
that will preserve wetlands and fisheries habitat and protect water quality. Such
structures include living shorelines and plantings using native wetland species.
Bulkheads are allowed; the use of innovative techniques is encouraged."
P.68, Page 114.
"Tyrrell County and the Town of Columbia support the US Army Corps of
Engineers' regulations and the applicable guidelines of the Coastal Area
Management Act and the use of local land use ordinances to regulate
development of freshwater swamps, marshes, and 404 wetlands."
Implementing Actions — Natural Hazard Areas:
1.53, Page 114.
"Tyrrell County and the Town of Columbia will continue to enforce its Floodplain
Ordinance and participate in the National Flood Insurance Program. It will rely on
the North Carolina Department of Environment and Natural Resources, Division
of Coastal Management to monitor and regulate development in areas up to five
feet above mean high water susceptible to sea level rise and wetland loss..."
1.55, Page 115.
"Tyrrell County and the Town of Columbia permit redevelopment of previously
developed areas, provided all applicable policies, regulations, and ordinances
are complied with... Redevelopment, including infrastructure, should be designed
to withstand natural hazards."
RECEIVED
NnV 17 2014
DCM-MHD CITY
1367 US 17 South, Elizabeth City, NC 27909
Phone: [phone] FAX: [phone] ; Internet: www.nccoastalmanagement.net
An Equal Opportunity 1 Aifinafive Action Employer- Made in part by recycled paper

North Carolina Department of Environment and Natural Resources MEMORANDUM
Division of Coastal Management Page 6 of 8
Policies —Water Quality:
P.72, Page 116.
"Tyrrell County and the Town of Columbia support the guidelines of the Coastal
Area Management Act and the efforts and programs of the North Carolina
Department of Environment and Natural Resources, Division of Coastal
Management and the Coastal Resources Commission to protect the coastal
wetlands, estuarine waters, estuarine shorelines, and public trust waters of
Tyrrell County and the Town of Columbia..."
P.74, Page 116.
"The county and the town support commercial and recreational fishing in its
waters and will cooperate with other local govemments and state and federal
agencies to control pollution of these waters to improve conditions so that
commercial and recreational fishing will increase."
P.77, Page 116.
"Tyrrell County and the Town of Columbia recognize the value of water quality
maintenance to the protection of fragile areas and to the provision of clean water
for recreational purposes and supports the control of stormwater runoff to aid in
the preservation of water quality."
P.87, Page 117.
"Tyrrell County and the Town of Columbia support and will continue to enforce
the policies of the NC Department of Environment and Natural Resources
Coastal Stormwater Rules."
P.88, Page 117.
"It is the policy of Tyrrell County and the Town of Columbia to protect and/or
repair closed and conditionally closed shellfishing beds, where feasible. The
county and the town will rely on outside resources to achieve this effort."
Implementing Actions —Water Quality:
1.58, Page 117.
"The county will comply with CAMA and NC Division of Environmental
Management stormwater runoff regulations..." RECEIVED
Mnv 17 2014
DCM-MHD CITY
1367 US 17 South, Elizabeth City, NC 27909
Phone: [phone] FAX: [phone] ; Internet: www.nccoastalmanagement.net
An Equal Opportunity 1 Affirmative Action Employer - Made in part by recycled paper

North Carolina Department of Environment and Natural Resources MEMORANDUM
Division of Coastal Management Page 7 of 8
1.62, Page 118.
"Tyrrell County and the Town of Columbia will implement the following actions
through local ordinances to improve water quality.
• Use watershed -based land use planning
• Protect sensitive natural areas, including coastal wetlands
• Establish buffer network
• Minimize impervious cover in site design
• Limit erosion during construction
• Maintain coastal growth measures
• Restoration of impaired waters
• Management of the cause and sources of pollution to ensure the protection
of those waters currently supporting their uses allowing for reasonable
economic growth.
• Reduction of nutrients in Tyrrell County waters."
1.63, Page 118.
'Preservation of wetlands is important to the protection/improvement of water
quality in Tyrrell County. The following will be implemented:
• Consider preservation of large wetland areas (> one acre) in a natural state
to protect their environmental value.
• Coordinate all development review with the appropriate office of the US
Army Corps of Engineers and the Soil Conservation Service.
Policies — Cultural. Historic, and Scenic Areas:
P.89, Page 120.
"The county supports local, state, and federal efforts to protect historic properties
within its borders and to perpetuate its cultural heritage."
P.90, Page 120.
"Tyrrell County and the Town of Columbia supports protection and preservation
of all protected natural areas which have both historic and environmental
significance."
RECEIVED
Nnv 17 2014
DCM-MHD CITY
1367 US 17 South, Elizabeth City, NC 27909
Phone: [phone] FAX: [phone] ; Internet: www.nocoastalmanagement.net
An Equal Opportunity 1 Atfirmadve Action Employer- Made in part by recycled paper

North Carolina Department of Environment and Natural Resources MEMORANDUM
Division of Coastal Management Page 8 of 8
Implementing Actions — Cultural, Historic, and Scenic Areas:
1.66, Page 120.
"Tyrrell County and the Town of Columbia will guide development so as to
protect historic and potentially historic properties in the county and to perpetuate
the county's cultural heritage."
Policies — Economic Development:
P.92, Page 120.
"The county will encourage development in Tyrrell County and the Town of
Columbia to protect the county's resources, preserve its rural atmosphere, and
simultaneously promote industrial and retail growth."
Implementing Actions — General Health and Human Services Needs:
1.76, Page 123.
"Floodplain regulation is a concern in Tyrrell County and the Town of Columbia.
To accomplish protection of public health and service needs, Tyrrell County and
the Town of Columbia will:
• Continue to enforce the flood hazard reduction provisions of the Tyrrell
County and Town of Columbia Land Development Ordinances..."
Implementing Actions — Funding Options:
1.82, Page 125.
"Tyrrell County and the Town of Columbia officials will continue to work with the
Army Corps of Engineers and any other state and federal agencies to ensure
continued dredging and maintenance of channels and rivers as needed to keep
these facilities open to navigation. These efforts shall comply with applicable
state and federal regulations. Providing borrow or spoil areas and provision of
easements for work will be determined on case -by -case basis. The county would
encourage spoil material being placed on those areas where easements for such
use already exist. Channel maintenance has major economic significance and is
worthy of state and federal funding."
RECEIVED
Nnv 17 1014
DCM-MHD CITY
1367 US 17 South, Elizabeth City, NC 27909
Phone: [phone] \ FAX: [phone] ; Internet: www.necoastalmanagement.net
An Equal opportunity 1 Affimv3tive Acton Employer - Made in pan by recycled paper

Pat McCrory
Governor
r
NCDENR
North Carolina Department of Environment and Natural Resources
Division of Coastal Management
lZr u1"T►I1' hi
John E. Skvarla, III
Secretary
TO: Mr. Lee Padrick
Division of Community Assistance
FROM: Daniel Govoni Respond to Daniel Govoni
Major Permits Processing Coordinator Morehead City Office
Coastal Management Division
400 Commerce Avenue
Morehead City NC 28557
DATE: 6 November 2014
SUBJECT: CAMA Application Review
APPLICANT: Phillip Carawan
PROJECT LOCATION: Project site is located off of Woodard Road off of SR 1218 in the Town of
Columbia in Tyrrell County in the Albemarle Sound and a manmade basin.
PROPOSED PROJECT: Applicant proposes to construct two rock jetties, expand and bulkhead an
existing channel and canal and riprap the shoreline.
Please indicate below your position or viewpoint on the proposed project and return this form by 26
November 2014. Please contact David Moye at 252-948-3852, 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 4 .�/C Date /�— % —
RECEIVED
NOY 12 1n+e
DCM4AHU CITY
943 Washington Square Mall, Washington, NC 27889
Phone: [phone] \ FAX. [phone] Internet: www.nccoastalmanagement.net
An Equal Opporlunily'� Affirmative Action Employer

NCDENR
North Carolina Department of Environment and Natural Resources
Division of Coastal Management
Pat McCrory
John E. Skvarla, III
Governor
RECEIVED Secretary
DEC 0 2 2014
MEMORANDUM
mm-MHO fact'
TO:
Mr. Pat McClain
Division of Land Quality
FROM:
Daniel Govoni
Respond to Daniel Govoni
Major Permits Processing Coordinator
Morehead City Office
Coastal Management Division
400 Commerce Avenue
Morehead City NC 28557
DATE:
6 November 2014
SUBJECT:
CAMA Application Review
APPLICANT: Phillip Carawan
PROJECT LOCATION: Project site is located off of Woodard Road off of SR 1218 in the Town of
Columbia in Tyrrell County in the Albemarle Sound and a manmade basin.
PROPOSED PROJECT: Applicant proposes to construct two rock jetties, expand and bulkhead an
existing channel and canal and riprap the shoreline.
Please indicate below your position or viewpoint on the proposed project and return this form by 26
November 2014. Please contact David Moye at 252-948-3852, 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.
�C 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/ dd i�
Date //As-,iiiii
943 Washington Square Mall, Washington, NC 27889
Phone: [phone] \ FAX: [phone] Internet www,nccoastalmanagementnet
An Equal Opponunily, � APormi Action Employer

e��
IR DENR
North Carolina Department.of Environment and Natural Resources
Pat McCrory Donald R. van der Vaart
Governor Secretary
January 23, 2015
DWQ Project# 14-1165
Tyrell County
Phillip Carawan
Post Office Box 164
Columbia, NC 27925
Subject Property: Carawan Marina
Albemarle Sound [PAS 50, 30; SB]
Approval of 461 Water Quality Certification (GC3900) with Additional Conditions
Dear.Mr. Carawan:
You have our approval, in accordance with the attached conditions and those listed below, to
place fill within.or.otherwise impact 3,041 square feet of wetlands by dredge; 150000 square
feet of channel dredge; 626.linear feet of. riprap for.shoreline..protection; construct two rock
jetties 20 foot wide with one at 183 linear feet. and one at 175 linear feet, and construct 300.
linear feet of bulkhead. The proposed project is as described within your CAMA Major
application dated October 27, 2014, with proposed .changes dated January 13, .2015. This
project was placed on, hold. for additional. information on November. 18; 2014 and a second
additional Information letter was issued on. December 15, 2014. The original application was
received by the N.C. Division of Water Resources (DWR) on November 11, 2014. The impacts
described in your application are covered by General Water Quality Certification Number(s)
3900 (GC390.0). This Certification(s) is issued in conjunction with the LAMA Major Permit and
General Permit(s) 198600291 issued by the US. Army: Corps of Engineers (USACE). This
Certification allows you to use the CAMA Major Permit.. when the Division of Coastal
Management issues it.' 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 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..
Water Qua6tyRegional operations section _ Intemet, wwwncwateruuaIb.orc
943.Wwhington Square Mall Phonoi 252846.6481
Washington, NC 27899 - 'FAX [phone] '

Camwan Marina .
Mr. Phillip Carawan
January23, 2015
Page 2 of 4
This approval is for the purpose and design that you described in your application. Approved
plans and specifications for this project are incorporated by reference and are enforceable
parts of the permit. 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.
This approval requires you to follow the conditions listed in the attached certification and any
additional conditions listed below.
The Additional Conditions of the Certification are:
1. Impacts Approved
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
Stream
(feet)
404/CAMA Wetlands
0.069 (acres) dredge`
Plan Sheets
Waters
0.144 (acres) shoreline
0.164 (acres) jetty fill
0.344 (acres) dredge
Buffers
(square k) .
2.. Water Quality Certification
The proposed project must comply with all of the conditions of General Water Quality
Certification (GC) 3900.
3. 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. Quality; 1650:Mail Service Center, Raleigh,
NC, 27699-1650.
This approval and its conditions are final and binding unless contested.
This Certification/General Permit/Buffer Authorization may be contested as provided in Articles
3 and 4 of General Statute 1SOB by filinga written petition for an administrative hearing to the

Carawan Marina
Mr. Phillip Carawan
January23, 2.015
Page 3 of
Office of Administrative: Hearings (hereby known as OAH) within.sixty (60)/.thirty (30) (60 days
for 401/ Buffer, 30 days for Isolated) calendar,days.
A petition form may be obtained from the OAH at htto://www.nc6ah.com/ or by calling the
OAH Clerk's Office at [phone] for information. A petition is considered filed when the
original and one (1) copy along with any applicable OAH filing fee is received in the.OAH during
normal office hours (Monday through Friday between 8:00am and 5:00pm,. excluding official.
state holidays).
The petition maybe faxed to the OAH at [phone], provided the orig nal.and. one copy of
the petition along with any applicable OAH filing fee is received. by the OAH within five (5)
business days following the faxed transmission.
Mailing address for the OAH:
If sending via'US Postal Service: If sending via delivery service (UPS,
FedEx, etc):
Office of Administrative Hearings Office of Administrative Hearings
6714 Mail Service Center 1711 New Hope Church Road
Raleigh, NC 27699-6714 Raleigh, NC 27609-6285
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
This letter completes the review of the Division under section 401 of the Clean Water Act/
Isolated Wetlands and Isolated Waters Rules and the Neuse River Riparian Buffer Rules as
described in 15A NCAC 02B .0233. Please contact Roberto Scheller in the Washingtowilegional
Office at 252-948-3940 or roberto.schellerCdncdenr.gov if you have any questions or concerns.
Sincerely,,
Robert Tankard
AssistantRegional Supervisor .
Division of Water Resources .

Carawan Marina
Mr. Phillip Carawari
January 23, 2015
Page 4 of 4
Enclosures: Certificate of Completion
GC 3900
cc: Brian Rubino, P.G., Quible & Associates; P.C. email: ([e-mail])
Raleigh Bland, ACE, Washington Field Office, ([e-mail]).
DCM, Kelly Spivey, WaRO, ([e-mail])
File copy.

i
CC R
North Carolina Department.of Environment and Natural Resources
Pat McCrory Donald R. van der Vaart
Governor Secretary
January 23, 2015
DWQ Project # 14-1165
Tyrell County
Phillip Carawan
Post Office Box 164
Columbia, NC 27925
Subject Property: Carawan Marina
Albemarle Sound [PAS 50, 30, SB]
Approval of 401 Water Quality Certification (GC3900) with Additional Conditions
Dear.Mr. Carawan:
You have our approval, in accordance with the attached conditions and those listed below, to
place fill within or otherwise impact 3,041 square feet of wetlands by dredge; 15,000 square
feet of channel dredge; 626, linear feet of.riprap for .shoreline.protection; construct two rock
jetties 20 foot wide with one at 183 linear feet. and one at 175 linear feet, and construct 300
linear feet of bulkhead. The proposed project is as described within your CAMA Major
application dated October 27, 2014, with proposed .changes dated .January 13, .2015. This
project was placed on. hold for additional information on November 18; 2014 and a second
additional information letter was issued on. December 15, 2014. The original application was
received by the N.C. Division of Water Resources (DWR) on November 11, 2014. The impacts
described in your application are covered by General Water Quality Certification Number(s)
3900 (GC3900). This Certification(s) is issued in conjunction with the CAMA Major Permit and
General Permit(s) 1.98000291 issued by the US_ Army: Corps of Engineers (USACE). This
Certification allows you to use the CAMA Major Permit.. when the Division of Coastal.
Management issues it. 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 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..
Water QLdty Reglonal Operpfts Sedon
943.Washington Squale Mall
Washington, NC 27889
IMemet:WWW.ncwat UaHWdre
— .Phone: 252A46.6481'
FAX [phone]

Carawan Marina .
Mr. Phillip Carawan
January 23, 2015
Page 2 of 4
This approval is for the purpose and design that you described in your application. Approved
plans and specifications for this project are incorporated by reference and are enforceable
parts of the permit. 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 ofthis
Certification and approval letter and is thereby responsible for complying with all conditions.
This approval requires you to follow the conditions listed in the attached certification and any
additional conditions listed below.
The Additional Conditions of the Certification are:
1. Impacts Approved
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
Stream
(feet)
404/CAMA Wetlands
0.069 (acres) dredge
Plan Sheets -
Waters
0.144 (acres) shoreline
0.164 (acres) jetty fill
0.344 (acres) dredge
Buffers
(square ft:) .
2.. Water Quality Certification
The proposed project must comply with all of the conditions of General Water Quality
Certification (GC) 3900.
3. 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 4010versight/Express,Review
Permitting Unit, North. Carolina, Division of Water Q6ality;1650; Mail Service Center, Raleigh,
NC, 27699-1650.
This approval and its conditions are final and binding unless contested.
This Certification/General Permit/Buffer, Authorization may be contested as provided in Articles
3 and 4 of General Statute 150B by filing a written petition for an administrative hearing to the

Carawan Marina
Mr. Phillip Carawan
January23, 201 S
Pago 3 of 4
Office of A.dministrative.Hearings (hereby known as OAH) within_sixty (60)/ thirty (30) (60 days
for 401/ Buffer, 30 days for isolated) calendandays.
A petition form may be obtained from the CIAH at http://www.nc6ah.com/ or by calling the
OAH Clerk's Office at [phone] for information. A petition is considered filed when the
original and one (1) copy along with any applicable OAH filing fee is received in the OAH during
normal office hours (Monday through Friday between 8:00am and 5:00pm,. excluding official.
state holidays).
The petition maybe faxed to the OAH at [phone] provided the original: and one copy of
the petition along with any applicable OAH filing fee is received. by the OAH within five (5)
business days following the faxed transmission.
Mailing address for the OAH:
If sending via US Postal Service:
Office of Administrative Hearings
6714 Mail Service Center
Raleigh, NC 27699-6714
if sending via delivery service (UPS,
FedEx, etc):
Office of Administrative Hearings
1711 New Hope Church Road
Raleigh, NC 27609-6285
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
This letter completes the review of the Division Under section 401 of the Clean Water Act/
Isolated Wetlands and Isolated Waters Rules. and the Neuse River Riparian Buffer Rules as
described in 15A NCAC 02B .0233. Please contact Roberto Scheller in the Washington Regional
Office at 252-948-3940 or [e-mail] if you have anyquestions or concerns.
Sincerely,
Robert Tankard
AssistantRegional Supervisor .
Division of Water Resources .

Carawan Marina
Mr. Phillip Caraw"
January 23, 2015
Page 4 of 44
Enclosures: Certificate of Completion
GC 3900
cc: Brian Rubino, P.G., Quible & Associates; P.C. email: ([e-mail])
Raleigh Bland, ACE, Washington Field Office, ([e-mail]),
DCM, Kelly Spivey, WaRC, ([e-mail])
File copy

Quible
Quibie &Associates, P.C. P.O. Drawer870
a11 Hawk NC 27949
ENRNEERING - ENAMNMEMAI SCIENCES • PLANNING • SURVEYING Mans: 252-261-3300
SINCE 1959 Fax: [phone]
web; gdVe.cw
Roberto Scheller
NO Division of Water Resources
943 Washington Square Mall
Washington, NO 27889
January 13, 2015
RE: Carawan Marina
2nd Request for Additional Information Response
Roberto,
The purpose of this letter is to provide additional information as requested in your 12/15/2014
letter. It was indicated in the letter that two of the three responses to the 11/18/2014 letter (151
Request for Additional Information) were answered unsatisfactorily and the responses below are
intended to supply the additional information required. Since the last written correspondence,
we have verbally discussed these topics, and additionally, I have been in discussions with Kevin
Hart of DCM and Shane Staples of DCM/Fisheries. Along with the below responses and
discussion associated with the 12/15/2014 letter, I have also attached a copy of my last
response (1214/2014) as well as a revised CAMA plan and associated application with
shortened jetties as referenced below.
The DWR Comments are as follows:
Item 1. It is necessary to provide dropdowns or breaks within the groin to provide aquatic life
passage. Plans supplied to this Office show no such accommodations for aquatic life passage.
Item 2. It is necessary to demonstrate avoidance and minimization of impact of impacts for the
length of this project.
Qulble Response: I currently have authorization from Mr. Carawan to propose a reduction in
the jetty width from a maximum 257 ft to a maximum of 183It long. Please see attached plan
that reflects the adjusted proposed jetty lengths. The proposed jetties as shown on the attached
revised plan (dated 12/29/2014) are 175 It and 183 ft respectively. For the water depth
fluctuation reasons, high wave energy, shifting shoals and bars, and other reasons (discussed
in items 2 and 3 from my December 4, 2014 letter), it has taken some time on our end to justify
any shortening of the jetties. Based on agency recommendations, aerial photo review, collected
data and anecdotal information gathered by fishermen, we believe that the currently proposed
lengths are the minimum that will be required to maintain an adequate channel.

The revised plan does not indicate drop downs as we have discussed and I have recently
discussed with DCM. We strongly believe that the shortening of the jetties mitigates the need
for drop downs and we are familiar with many other recreational jetty systems that do not have
drop downs (for jetties much longer than what is currently proposed). There are some
examples listed in our 12/4/2014 letter and we can provide more if needed. While we do feel
that the need for the full 250 and 257 ft long jetties may be warranted, the owner is willing to
minimize lengths as shown on this accompanying plan. In relation to constructing drop down
and overlapping jetty sections to reduce wave impacts to the channel, it is our position that this
would actually cause additional impacts to large woody debris (LWD) outside the existing jetty
and channel footprint.
Additionally, please understand that this is an important commercial marina and the channel
must be maintained as such. This marina has become critical to this Tier 3 County and is a
critical lifeline to this area. As we mentioned in the project narrative, there are extensive primary
and secondary economic implications to this area that has nearly no other significant private
industry. Primary economic impacts with this marina include a documented 2.4 million dollars of.
direct business out of this marina over that last year, with an anticipated 5 million dollars in
business after completion of a stable and reliable port over the next year and a longer term
projection of 7-8 million dollars in years to follow. This does not include any of the off -site
indirect benefits to northeastern North Carolina.
After jetty construction, if there is documentation and justification to propose a modification to
increase jetty lengths from those currently proposed, we will inform all agencies involved in the
permitting process and we will request a meeting to discuss. Please understand that this is a
very expensive project (material and labor) and Mr. Carawan does not want to build the jetties
any further than needed to safely and consistently support this fishing hub that is intended to
support many vessels, including new 38-40 ft long inboard powered crab boats.
Thank you for your continued assistance with this project. Please call or email me any time if
you need any additional descriptions or need additional information prior to issuance of the 401
Water Quality Certification.
Sincerely,
Quible & Associates, P.C.
`{pl'soTvv�
Brian D. Rubino
CC: Phillip Carawan, Captain Neill's Seafood
Kevin Hart, NCDCM Field Representative
Daniel Govoni, NCDCM Major Permits Office
Sean Staples, NCDCM Fisheries Representative

Quible
Quible & Associates, P.C.
P.o. Dra"f e70
ENG NEERMG • EWRONN.ENW.$C:ENCEs • PLANNING • SURVEYING
MY Ha 4 NC 27949
Phone: [phone]
9NCE 1959
FM' 252-261.1260
web: glblex=
Roberto Scheller
NC Division of Water Resources
943 Washington Square Mall
Washington, NC 27689
December 4, 2014
RE: Carawan Marina
Request for Additional Information Response
Roberto,
The purpose of this correspondence is to provide additional information as requested and to
respond to your November 18, 2014 letter. The following are the three items referenced in the
letter and our response to each item.
Project description lists two (20 250 foot long riprap groins. Plan sheet shows one groin
located north of the subject channel 250 feet in length and a second groin to the south
257 feet in length. Both project plans and project description should be consistent.
Quible Response: I have updated the MP-2 form (top table on sheet 1) to indicate (1)
rock groin @ 250 ft and (1) rock groin at 257 ft. I checked the plan and project narrative
and I believe this figure is now consistent everywhere. The reason for slightly different
lengths is the angled shoreline and the plan is to end the jetties the same distance out
into the sound.
2. During a scoping meeting held in this office on July 9, 2014, for the subject project, it
was discussed placement of dropdowns or breaks within the groin with overlaps to
provide aquatic life passage. Plans supplied to this office show no such
accommodations for aquatic life passage.
Quible Response: During the scoping meeting the question was asked whether we were
planning on including dropdowns and overlaps and the answer was that this was not
proposed. Below are a few points that should help to explain why we are not proposing
dropdowns:
NMFS has been consulted and they have determined that this location is not an
Essential Fish Habitat.

•
Drop downs allow sediment to enter channels which would require more frequent
dredging.
m This is an extremely rough body of water and this is a commercial marina where
fishermen have to work every day. in a recreational setting, boats typically only
operate when conditions are acceptable to the particular boat as opposed to
commercial operations where in high seas or not, the boats will run and they
need a safe entrance into a fairly narrow cut such as this.
• We recently received a Water Quality Certification for a jetty at Kitty Hawk
Landing, a residential development on the Albemarle, for a jetty system without
dropdowns.
• The Alligator River Marina jetties do not have drop downs which is important to
that site for safety and reduction of maintenance.
• Aquatic life can go around the jetties and jetties such as this offer excellent
habitat for aquatic species.
3. Your current application sites CAMA Major Permit 38-96, issued in 1996 and modified in
1997, including (2) 150 foot wooden groins into the Albemarle Sound. Your current
application shows one 250 foot rip rap groin and one 257 foot rip rap groin. Please note
that is necessary to demonstrate avoidance and minimization of impacts for this project.
The additional 207 linear feet of impacts will require an evaluation of near shore
sediment transport and impacts the proposed project will have on sediment transport,
benthic community, and fish and wildlife resources in accordance with 15A NCAC 02H
.0506.
Quible Response: Sand movement occurs in this area from the shoreline to water
depths exceeding 6.5 ft or more relative to normal water level (NWL). This is evident
from aerial photograph inspection where bars and shoat formation and migration can be
followed. In order for this commercial marina to be successful, it is extremely important
to maintain a safe navigable channel of at least -6.5 it relative to (NWL), since many
boats draw at least 4.5 ft of water. This will require the jetties be built approximately 250
into the sound to avoid frequent dredging. Based on 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. 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 it) and greater. Without
channel protection jetties to this length, the outer channel will quickly shoal in and
require maintenance dredging. During the scoping meeting, the jetty footprint discussed
was up to 36ft wide. We have since been able to reduce the proposed jetty footprint to
an average avidth of 20 ft. This was done as an attempt to avoid and minimize the
bottom footprint of the rock structure.
TNs is a very expensive project ,material and labor) and Mr, Carawai, does not want to
build the jetties any further than needed, Giaase note -hat the Kitty Hawk. Landing jetties

that have recently received DWR approval are also about 250 ft long and the Alligator
River jetties are over 300 ft.
Thank you for your continued assistance with this project. Please call or email me any time if
you need any additional descriptions or need additional information.
Sincerely,
Quible & Associates, P.C.
V%M"
Brian-!D. Rubino
CC: Phillip Carawan
Kevin Hart, NCDMF

���,�A
KDM
North Carolina Department of Environment and Natural Resources
Pat McCrory John E. Skvada III
Governor Secretary
November 18, 2014
DWQ Project # 14-1165
Tyrrell County
CERTIFIED MAIL: RETURN RECEIPT REQUESTED
7014 0150 0000*7802 4775
Phillip Carawan
Post Office Box 164
Columbia, NC 27925
Subject Property: Carawan Marina
Albemarle Sound [PAS 50, 30; SB]
REQUEST FOR ADDITIONAL INFORMATION
Dear Mr. Carawan.
On November 11, 2014, the Division of Water Resources (DWR) received your application for
proposed impacts to construct two rock jetties, expand and bulkhead an existing channel, and
rip rap the shoreline. The DWR has determined that your application is incomplete and/or
provided inaccurate information as discussed below. In accordance with 15A NCAC 2H .0500
the DWR' requires additional Information in order to: process your. application to impact SB
waters on the subject property. Therefore, unless .We receive the additional information
requested, below, we will have to move toward denial of your application as required by 15A
NCAC 2H .0506 and 15A NCAC 2B .0200 and will place. this'project on hold as incomplete until
we receive this additional Information. Please provide the following information so that we may
continue to review your project:
Additional Information Requested:
1. Project description' list two (2) 250 foot long riprap groins. Plan sheet shows one groin
located north of subject channel 250 feet in length and a second groin to the south 257 feet
in length. Both plans and project description should be consistent.
2. During a scoping meeting held in this Office on July9, 2014, for the subject project, it. was
discussed placement of dropdowns or breaks within the groin with overlaps to provide .
aquatic life passage. Plans supplied to this Office show no such accommodations for.aquatic
life passage.
Division of Water Resources-WaterQuallly Regional operations Section -Washington Regional Office
943 Washington Square Mail, Washington, NC 27889
Phon6:252.946-648IWax: 252-975-3716\ Intemet www.ncdear.gov.

Page 2 of 2
3. Your current application sites LAMA Major Permit 38-96, Issued in 1996 and modified in
1997, including (2) 150 foot wooden groins into the Albemarle Sound. Your current
application shows one 250 foot rip rap groin and one 257.foot rip rap groin. Please note
that it is necessary to demonstrate avoidance and minimization of impacts for this project.
The additional 207 linear feet of impacts will require an evaluation of near shore sediment
transport and impacts the proposed project will have on sediment transport, benthic
community, and fish and wildlife resources in accordance with 15A NCAC 02H .0506.
Please respond in writing to the DWR within 30 days of the date of this letter to with the
requested information. If we do not hear from you within 30 days, we will assume that you no
longer want to pursue this project and we will considerthe project as withdrawn. .
This letter only addresses the application review and does not authorize. any impacts to
wetlands, waters. Please be aware that any impacts requested within your application are not
authorized (at this time) by the DWR. Please call Roberto Scheller of the Washington Regional
Office at 252-948-3940 if you have any questions regarding or would like to set up a meeting to
discuss this matter.
Sincerely,
l/
RobertTankard
Assistant Regional Supervisor
Division of Water Resources
cc: Brian Rubino, Quible & Associates, P.C. email: [e-mail]
Raleigh Bland,. USACE Washington, Regulatory Field Office
David Moye,,CAMA,, Washington
DWQ Webscape Unit..
File Copy

Pat McCrory
Governor
TO:
FROM:
DATE:
LWIWA
40.
-� r
NCDENR
North Carolina Department of Environment and
Division of Coastal Management
MEMORANDUM
Mr. Tim Walton
Director
State Property Office
Daniel Govoni
Major Permits Processing Coordinator
Coastal Management Division
400 Commerce Avenue
Morehead City NC 28557
6 November 2014
SUBJECT: CAMA Application Review
APPLICANT: Phillip Carawan
Natural Resources
John E. Skvarla, III
Secretary
Respond to Daniel Govoni
Morehead City Office
PROJECT LOCATION: Project site is located off of Woodard Road off of SR 1218 in the Town of
Columbia in Tyrrell County in the Albemarle Sound and a manmade basin.
PROPOSED PROJECT: Applicant proposes to construct two rock jetties, expand and bulkhead an
existing channel and canal and riprap the shoreline.
Please indicate below your position or viewpoint on the proposed project and return this form by 26
November 2014. Please contact David Moye at 252-948-3852, if you have any questions regarding the
proposed project. When appropriate, in depth comments with supporting data are requested.
rl REPLY This office has no objection to the project as proposed.
�o
Cat ' Pit j 118(t. This office has no comment on the proposed project.
�M,
zl �a If This office approves of the proposed project only if the recommended changes
,n are incorporated. See attached.
rt 1 AThis office objects to the proposed project for reasons described in the attached
comments.
Date
RECEIVED
NOV 2 6 2914
DCM-MHD CITY
943 Washington Square Mall, Washington, NC 27889
Phone: [phone] FAX, 252-948-0478 Internet: www.nccoastalmanagement.net
An Equal Opportunity 1 AKrmavve Action Employer

:r
NCDENR
North Carolina Department of Environment and
Division of Coastal Management
Pat McCrory
Governor
MEMORANDUM
TO: Ms. Patti Fowler
NCDENR
Division of Environmental Health
FROM: Daniel Govoni
Major Permits Processing Coordinator
Coastal Management Division
400 Commerce Avenue
Morehead City NC 28557
DATE: 6 November 2014
SUBJECT: CAMA Application Review
APPLICANT: Phillip Carawan
Natural Resources
John E. Skvarla, III
Secretary
�Shellfisn NOV 10 2014
anitaiic„
Water Ouali:f- c ��`'?aric�al
Respond to Daniel Govo
Morehead City Office
PROJECT LOCATION: Project site is located off of Woodard Road off of SR 1218 in the Town of
Columbia in Tyrrell County in the Albemarle Sound and a manmade basin.
PROPOSED PROJECT: Applicant proposes to construct two rock jetties, expand and bulkhead an
existing channel and canal and riprap the shoreline.
Please indicate below your position or viewpoint on the proposed project and return this form by 26
November 2014. Please contact David Moye at 252-948-3852, 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
/1 � comments.
a Signed ' ;-Rr4-
Date iyllyil-i
943 Washington Square Mall, Washington, INC 27889
Phone: [phone] FAX [phone] Inlemet. www.nccoastalmanagement.net
RECEIVED
Nnv 1 2 1014
DCM-MHD CITY
An Equal Opportunity � Affirmative Action Employer

Pat McCrory
Governor
TO:
FROM:
FIX rI
SUBJECT:
NCDENR
North Carolina Department of Environment and
Division of Coastal Management
MEMORANDUM
Inspector, Tyrrell County Building
Mr. Joie Spencer
Daniel Govoni
Major Permits Processing Coordinator
Coastal Management Division
400 Commerce Avenue
Morehead City NC 28557
6 November 2014
CAMA Application Review
APPLICANT: Phillip Carawan
Natural Resources
John E. Skvarla, III
Secretary
Respond to Daniel Govoni
Morehead City Office
PROJECT LOCATION: Project site is located off of Woodard Road off of SR 1218 in the Town of
Columbia in Tyrrell County in the Albemarle Sound and a manmade basin.
PROPOSED PROJECT: Applicant proposes to construct two rock jetties, expand and bulkhead an
existing channel and canal and riprap the shoreline.
Please indicate below your position or viewpoint on the proposed project and return this form by 26
November 2014. Please contact David Moye at 252-948-3852, 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
c mments.
Signed Date �Z—�Q— %y
RECEIVED
NOV 2 4 2014
943 Washington Square Mall, Washington, NO 27889
Phone: [phone] \ FAX: [phone] Internet www.nccoastalmanagement.net DCM-MHri Cov
An Equal Opportunity ,Af irtralrve Action Employer

4
Pat McCrory.
Governor
MC®EHR
North Carolina Department of Environment and Natural Resources
Division of Coastal Management
MEMORANDUM
TO: Mr. Shane Staples
Division of Coastal Management
943 Washington Sq. Mall
John E. Skvarla, III
Secretary
FROM: Daniel Govoni Respond to Daniel Govoni
Major Permits Processing Coordinator Morehead City Office
Coastal Management Division
400 Commerce Avenue
Morehead City NC 28557
DATE: 6 November 2014
SUBJECT: CAMA Application Review
APPLICANT: Phillip Carawan
PROJECT LOCATION: Project site is'located off of Woodard Road off of SR 1218 in the Town of
Columbia in Tyrrell County in the Albemarle Sound and a manmade basin.
PROPOSED PROJECT: Applicant proposes to construct two rock jetties, expand and bulkhead an
existing channel and canal and riprap the shoreline.
Please indicate below your position or viewpoint on the proposed project and return this form by 26
November 2014. Please contact David Moye at 252-948-3852, 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
Signed
Date 1l 12 Il y
943 Washington Square Mall, Washington, NC 27889
Phone: [phone] FAX: [phone] Internet: www.iiccoastalmanagament.net
An Equal Opportunity lAttirmative Action Employer

ACDEMR
North Carolina Department of Environment and Natural Resources
Pat McCrory
Governor
101 93V UsT6174M,VON kv)
TO:
Daniel Govoni, DCM Assistant Major Permit Coordinator
FROM:
Shane Staples, DCM Fisheries Resource Specialist -
SUBJECT:
Phillip Carawan Application
DATE:
11/25/14
John E. Skvada, III
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 proposes to
construct two 250ft riprap groins into the Albemarle Sound to stabilize an access channel for an upland
basin, expand an existing channel from 25ft by 225ft by -6ft below Normal Water Level (NWL) channel to
60ft by 250ft by -6.5ft below NWL, expand existing canal from 23ft by 300ft by -6ft below NWL to 60ft by
300ft by -6.5ft below NWL, build 300ft of bulkhead on the western side of the canal, and install 628ft of
riprap to the shoreline of the Albemarle Sound. Impacts from these activities include removal of 3,041ft2 of
vegetated wetlands, 15,000fl of sound and canal bottom, 1,443fe of uplands, and filling 28,470flof sound
bottom with riprap.
The impacts of this project, specifically the proposed riprap jetties extending 250ft into the sound, would be
significant. The shoreline in this area compromised mainly of sand and mud with abundant large woody
debris (LWD) has been shown to be important habitat for juvenile fishes such as striped bass, various
Alosids, spot, and croaker by NCDMF surveys at nearby locations. These jetties will disrupt the longshore
transport of larval fishes and cover foraging habitat.
Significant impacts to fish habitat could be reduced if the applicant shortens the proposed riprap jetties to
150ft as currently permitted and incorporates a dropdown gap at the midpoint of the jetty. Shortening the
jettywill minimize bottom impacts and the gap would help to facilitate longshore larval transport.
Additionally during construction any LWD not in the channel alignment or in the footprint of the riprap or
jetties should be left in place as it is valuable fish habitat.
Contact Shane Staples at [phone] or [e-mail] with further questions or concerns.
1601 Mail Service Center, Raleigh, North Carolina 27699-1601
Phone: [phone] Internet: www.ncdenr.gov
An Equal Oppodunity %AffiriallveAdon Employer— Made in pad by=Wed paper

4
NCDENR
North Carolina Department of Environment and Natural Resources
Pat McCrory
Governor
MEMORANDUM
TO: Daniel Govoni, DCM Assistant Major Permit Coordinator
FROM: Shane Staples, DCM Fisheries Resource Specialist
SUBJECT: Phillip Carawan Permit Application Revision
DATE: 1/14/15
Donald R. van der Vaart
Secretary
An application was received for review on November 6, 2014 that proposed to construct two 250ft
riprap groins into the Albemarle Sound to stabilize an access channel for an upland basin, expand an
existing channel from 25ft by 225ft by -6ft below Normal Water Level (NWL) channel to 60ft by 250ft by
-6.Sft below NWL, expand existing canal from 23ft by 300ft by -6ft below NWL to 60ft by 300ft by -6.5ft
below NWL, build 30oft of bulkhead on the western side of the canal, and install 628ft of riprap to the
shoreline of the Albemarle Sound. Impacts from these activities include removal of 3,041ft2 of vegetated
wetlands, 15,00oft2 of sound and canal bottom, 1,443ft2 of uplands, and filling 28,470ft2 of sound
bottom with riprap. This proposal raised concerns for significant adverse impacts to fish and fish
habitats in the Albemarle Sound. It was stated that impacts could be reduced by shortening the jetties to
150ft as previous permitted, adding dropdown to the jetties, and leaving large woody debris(LWD) not
in the channel alignment in place.
In response to those concerns updated plans were received from the applicant on January 13, 2015. In
the updated plans the proposed jetties have been reduced in length to 175ft and 183ft respectively, but
still do not include dropdowns. Even without the requested dropdowns I believe the reductions in
lengths of the proposed jetties will be adequate to reduce the significance of impacts enough to
withdraw my objections to the project.
It is still requested that LWD that is not in the channel alignment be left in place. A moratorium on
dredging from April 1-Sept 30 is requested as currently conditioned.
Contact Shane Staples at [phone] or [e-mail] with further questions or
concerns.
1601 Mail Service Center, Raleigh, North Carolina 27699-1601
Phone: [phone] Internet: www.ncdenr.gov
An Equal Opportunity 1Affiimalw Acton Employer -Made in part by recycled paper

NCDENR
North Carolina Department of Environment and Natural Resources
Pat McCrory
Governor
IT, 14u@:_r1 u.
TO: Daniel Govoni, DCM Assistant Major Permit Coordinator
FROM: Shane Staples, DCM Fisheries Resource Specialist
SUBJECT: Phillip Carawan Permit Application Revision
DATE: 1/16/15
Donald R. van der Vaart
Secretary
An application was received for review on November 6, 2014 that proposed to construct two 250ft
riprap groins into the Albemarle Sound to stabilize an access channel for an upland basin, expand an
existing channel from 25ft by 225ft by -6ft below Normal Water Level (NWL) channel to 60ft by 250ft by
-6.5ft below NWL, expand existing canal from 23ft by 300ft by -6ft below NWL to Soft by 300ft by -6.5ft
below_ NWL, build 300ft of bulkhead on the western side of the canal, and install 628ft of riprap to the
shoreline of the Albemarle Sound. Impacts from these activities include removal of 3,041ft2 of vegetated
wetlands, 15,00oft2 of sound and canal bottom, 1,443ft2 of uplands, and filling 28,470ft2 of sound
bottom with riprap. This proposal raised concerns for significant adverse impacts to fish and fish
habitats in the Albemarle Sound. It was stated that impacts could be reduced by shortening the jetties to
150ft as previous permitted, adding dropdown to the jetties, and leaving large woody debris(LWD) not
in the channel alignment in place.
In response to those concerns updated plans were received from the applicant on January 13, 2015. In
the updated plans the proposed jetties have been reduced in length to 175ft and 183ft respectively, but
still do not include dropdowns. Even without the requested dropdowns I believe the reductions in
lengths of the proposed jetties will be adequate to reduce the significance of impacts enough to
withdraw my objections to the project.
It is still requested that LWD that is not in the channel alignment be left in place. A moratorium on
dredging from Feb 15-Sept 30 is requested as currently conditioned.
Contact Shane Staples at [phone] or [e-mail] with further questions or
concerns.
1601 Mail Service Center, Raleigh, North Carolina 27699-1601
Phone: [phone]Internet: www.ncdenr.gov
An Equal Opportunity \Affirmative Acton Employer — Made in pad by recycled paper

Govoni, Daniel
From: Bland, Raleigh W SAW <[e-mail]>
Sent: Monday, January 05, 2015 11:52 AM
To: Govoni, Daniel
Subject: RE: [EXTERNAL] Comments (UNCLASSIFIED)
Classification: UNCLASSIFIED
Caveats: NONE
You're Welcome! Will get you Hauck and Potter in couple of weeks. Hauck will be no problem, some concerns over
Potter Marina. Talk soon!
----Original Message -----
From: Govoni, Daniel fmailto:[e-mail]
Sent: Monday, January O5, 2015 11:48 AM
To: Bland, Raleigh W SAW
Subject: RE: [EXTERNAL] Comments (UNCLASSIFIED)
Thanks!!!!!
Daniel M. Govoni
Asst. Major Permits Coordinator
NC Division of Coastal Management
400 Commerce Ave.
Morehead City, NC 28557
[phone]
[phone] fax
daniel.sovoni@ncdenr.¢ov
E-mail correspondence to and from this address may be subject to the North Carolina Public Records Law and may be
disclosed to third parties.
-----Original Message ---
From: Bland, Raleigh W SAW fmailto:[e-mail]
Sent: Monday, January 05, 2015 11:47 AM
To: Govoni, Daniel
Subject: RE: [EXTERNAL] Comments (UNCLASSIFIED)
Classification: UNCLASSIFIED
Caveats: NONE
Allan Day
Phillip Carawan
Linwood Roper
Russell Cravens
SAW 201402110 Tier II PGP 198000291 10Jan15
SAW 201402109 Tier II PGP 198000291 19Jan15
SAW 201402111
SAW 201402130
Tier II PGP 198000291
Tier II PGP 198000291
21Jan15
20Jan15

-----Original Message ----
From: Govoni, Daniel fmailto:[e-mail]
Sent: Monday, January 05, 2015 11:05 AM
To: Bland, Raleigh W SAW; Pelletier, Josh R SAW
Subject: [EXTERNAL] Comments
Hey guys, hope the holidays were good to you. I have a bunch of projects which our 75 day deadline hits in January.
Please see below list:
Allen Day, 75 day deadline is 1/10/15. Applicant proposes expand 2-slip docking facility construct a new roof over
existing boatlift, install third boatlift and additional finger pier at 2409 Tram Road, in New Bern.
Phillip Carawan, 75 day deadline is 1/19/15. Applicant proposes two rock jetties, expand and bulkhead an existirg
channel and canal and riprap shoreline off SR 1218 in the Town of Columbia
Russel Cravens, 75 day deadline is 1/20/15. Applicant proposes replace bulkhead install boatlift and new jet ski lift and
construct new bulkhead at 222 Soundward Lane in Bethel
Linwood Roper, 75 day deadline is 1/21/15. Applicant proposes to attach a touch less boat cover to existing boatlift
creating boathouse at 2187 Bayview Road near the Town of Bath
John and Linda Maxwell, 75 day deadline is 1/17/15. Applicant proposes to construct riprap revetment at 54470 NC
Hwy 12 Frisco
NCWRC, 75 day deadline is 1/24/15. Applicant proposes to construct public boat ramp facility adj. to NC Seafood Park
Authority site
Wayne Hauck, 75 day deadline is 1/28/15. Applicant proposes to construct a docking facility at 102 Bridge Pointe Drive,
in New Bern
Matthew Potter, 75 day deadline is 1/28/15. Applicant proposes to modify two existing pier structures, constructing an
additional pier at 266 Zinkie Lane near the Town of Bath

Daniel M. Govoni
Asst. Major Permits Coordinator
NC Division of Coastal Management
400 Commerce Ave.
Morehead City, NC 28557
[phone]
[phone] fax
[e-mail]
E-mail correspondence to and from this address may be subject to the North Carolina Public Records Law and may be
disclosed to third parties.
Classification: UNCLASSIFIED
Caveats: NONE
Classification: UNCLASSIFIED
Caveats: NONE

RECEIVED
NCDENR
North Carolina Department of Environment and Natural Resources
Division of Water Resources
Pat McCrory
Governor
November 19, 2014
MEMORANDUM:
To: Daniel Govoni
Major Permits Coordinator
Coastal Management Division
400 Commerce Avenue
Morehead City, 128557
From: Dyk Luben, P.E., Regional Engineer, PWSS/WaRO
Subject: CAMA Application Review
Applicant: Phillip Carawan
DEC 01 1014
DCM40HD CITY
John E. Skvarla, III
Secretary
Project Location: Project site is located off of Woodard Road off of SR 1218 in the Town of
Columbia in Tyrrell Co. in the Albemarle Sound and a manmade basin.
Proposed Project: Applicant proposes to construct two rock jetties, expand and bulkhead an
existing channel and canal and riprap the shoreline.
REPLY: This office has no objection to the project as proposed.
X This office has no comment on the proposed project.
This office approves of the project only if the recommended changes are
incorporated. See attached.
This office objects to the project for reasons described in the attached
comments.
SIGNED
Public Water Supply Section
Washington Regional Office
943 Washington Square Mall, Washington, North Carolina 27889
Phone: [phone] \ FAX, 252-948-00401Internet: www.ncwater.org/pws/
An Equal opportunity 1 Affirmative Action Employer
DATE

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
250
300
(2) 250
Width
60
avg 15
(2) 20
Avg. Existing
3.5
+1.5
NA
NA
Depth
Final Project
6.5
6.5
NA
NA
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.
sand dominated
channel = 1,667 cy yds
c.
(i) Does the area to be excavated include coastal wetiandsrmarsh
d. High -ground excavation in cubic yards.
(CW), submerged aquatic vegetation (SAV), shell bottom (SB),
canal expansion = 414 cu yds cu yds
or other wetlands (WL). If any boxes are checked, provide the
number of square feet affected.
❑CW _ ❑SAV _ ❑SB
OWL 3,041 so ft (area labeled on plan []None
III) Describe the purpose of the excavation in these areas:
basin entrance expansion, access canal widening
2,
DISPOSAL OF EXCAVATED MATERIAL
❑This section not applicable
a.
Location of disposal area.
b. Dimensions of disposal area.
ag fields on -site
+/- 50 acre upland ag fields adjacent to basin
c.
(i) Do you claim title to disposal area?
d. (i) Will a disposal area be available for future maintenance?
®Yes []No ❑NA
®Yes ❑No ❑NA
(ii) If no, attach a letter granting permission from the owner.
(ii) If yes, where?
same location and adjacent upland areas
e.
(1) 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.
(ii) If yes, how much water area is affected?
❑CW ❑SAV ❑SB
OWL ®None
(if) Describe the purpose of disposal in these areas:
RECEIVED
available upland areas
Nov 10 2014
DCM-MHD CITY
252-808-2808 v 1.888.4RCOAST u vvww.nccoastaimananement.net revised: 12/26/06

Forth DCM PAP-2 (Excavation and Fill, Page 2 of 3)
3. SHORELINE STABILIZATION ❑This section not applicable
(If development is a wood groin, use MP-4 - Structures)
a. Type of shoreline stabilization: b. Length: bulkhead: 300 ft. rip -rap: 628 tt
®Bulkhead ®Riprap ❑Breakwater/Sill ❑Other:
c. Average distance waterward of NHW or NWL: bulkead at new
NWL at basin expansion and rip rap along Albemarle Sound
shoreline
e. Type of stabilization material:
wood and vinyl bulkhead; concrete and granite rip -rap
g. Number of square feet of fill to be placed below water level.
Bulkhead backfill _ Riprap
Breakwater/Sill Other
I. Source of fill material.
none
Width: bulkhead: 1 ft. rip -ran: 10 tt
d. Maximum distance waterward of NHW or NWL: bulkhead: at
NWL, rip -rap: 10 ft
f. (i) Has there been shoreline erosion during preceding 12
months?
®Yes []No ❑NA
(it) If yes, state amount of erosion and source of erosion amount
information.
1-2 ft along soundfront (visual inspection estimate)
h. Type of fill material.
none
4.
OTHER FILL ACTIVITIES
❑This section not applicable
(Excluding Shoreline Stabilization)
a.
(i) 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,
submerged aquatic vegetation (SAV), shell bottom (SB), or
(ii) Amount of material to be placed in the water 1.177 cu vds
other wetlands (W L)? If any boxes are checked, provide thenumber of square feet affected.
(ill) Dimensions of fill area 2 jetties: 1 g 257 ft x 20 ft ava
❑CW ❑SAV ❑SB
and 1 ® 250 ft x 20 ft avo (507 linear ft total or 10, 140 sc.ft.)
_ _ _
OWL ®None
(iv) Purpose fill
To constructctchannel protection jetties
(11) Describe the purpose of the fill in these areas:
WA
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?
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
C.
d. (i) Will wetlands be crossed in transporting equipment to project
navigational
(i) Will navi ational aids be required as a result of the project?
❑Yes ❑NA
site? ®Yes []No []NA
(ti) If yes, explain what type and how they will be implemented.
(ii) 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 a)Wgvat rp sand
CC;;ttIVtO
with red and green reflective markers)
timber matting if necessary
NDV I • M
Project Name CAcpwAA, mwim.A
Date
Applicant Name
252-808-2808 :: 1-888.4RCOAST :: w .necoastaimanaaement.nei revised: 12/26/06

DIVISION OF COASTAL MANAGEMENT
FIELD INVESTIGATION REPORT
Major Modification to Permit No. 38-96
APPLICANT'S NAME: Phillip Carawan
2. LOCATION OF PROJECT SITE: The project site is located off of Woodard Road off of SR
1218 in the Town of Columbia in Tyrrell County in the Albemarle Sound and a manmade
b�
Photo Index- 2006: 130-6939 (IA,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 - 9/10/2014 and 8/7/2014
Was Applicant Present - No
5. PROCESSING PROCEDURE: Application Received Complete - 5 November 2014
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: e
(D) Intend se: Comore
(E) Wastewa er reatment: Existing - None
Planned -None
(F) Type of Structures: Existing - Boat Basin, Docking Facility, Boat Ramp, gravel
parking driver, firb heus
ed - Riprap jetties (2), Channel Markers (2),
shoreline stabilization, and canal bulkhead.
(G) Estimated Annual Rate o rosron:-Tftrtv 3,ftperyeaf--- - --
---
Source -. Applicant
7. HABITAT DESCRIPTION: [AREA]
DREDGED FILLED OTHER
3,041
(A) Vegetated Wetlands
Canal excavation
(B) Sound and Canal Bottom
ChFinn
Channel and
Groins and
Groins
canal excavation
Rivrav
LQ::U:pland
1,443
(D) Total Area Disturbed: 47,911 f2 (1. 1 acres)
(E) Primary Nursery Area: No
(F) Water Classification: SB Open: No
NOV 2 6 2014
DCM-MHD CITY
8. PROJECT SUMMARY: The applicant proposes construct two rock jetties, expand and bulkhead
an existing channel and canal, and rip rap the shoreline.

Phillip Carawan
Carawan Marina
Tyrrell County
Major Modification to Permit No. 38-96
PROJECT SETTING
Quible and Associates, P.C. has submitted a CAMA Major 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) in the Town of Columbia, Tyrrell County. There is an existing active Major
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 below NWL canal. This permit was
modified in 1997 for two 150ft wooden groins (with a height not to exceed 6inches above NWL) to
stabilize and protect the access channel. These groins have not been constructed at this time. These
groins were permitted as a compromise between the former owner of the property and the resource
agencies after longer rip rap groins had been proposed. Currently the site includes 27 boat slips, a
fish house, gravel parking and driveways, and a boat ramp. 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. The Albemarle Sound is approximately 7.5 miles wide at this location.
PROJECTDESCRIPTION
The applicant proposes to construct two 250ft by 20ft (average base width) ripmp groins
into the Albemarle Sound. The top of the groins will be 3ft above Normal Water Level (NWL) with
a 2:1 slope. There will be a plateau at or near NWL to allow future maintenance work to be
performed from the groin. There will be riprap on top of the plateau that will be removed to perform
future maintenance work and then replaced once the work has been completed. The applicant has left
a 1 Oft buffer from the edge of the channel and the toe of the groin to minimi the base width of the
groins. Between the groins the applicant is requesting to expand the current 25ft by 225ft by -6ft
below NWL channel to 60ft by 250ft by -6.5ft below NWL. To reach these dimensions the applicant
will remove 1,667 cubic yards of the sound bottom. The applicant also requests to the expand the
23ft wide by 300ft long by -6ft below NWL canal to 60ft by 300ft by -6.5ft below NWL. In order to
expand the canal the applicant will remove 3,041sq ft of wooded wetlands and 414sq ft of upland.
The applicant is proposing to bulkhead 300ft along the canal. In the location of the wetlands the
bulkhead will be cantilevered (without tie backs and backfill). The applicant proposes to use 628ft of
nprap along the Albemarle Sound shoreline to protect the shoreline. The riprap will have a base
width of a max of loft not to exceed 2ft above NWL adjacent to the wetlands and not to exceed 3ft
above NWL adjacent to the uplands. There is no fill proposed landward of the shoreline stabilization.
RECEIVED
N0V 2 6 1014
Dem=mwe em

Carawan Marina
Tyrrell County, North Carolina
CAMA Major 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 Major 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. RECEIVED
Nov 2 6 '^"
DCJAWHD 0",

Carawan Marina
Tyrrell County, North Carolina
CAMA Major Permit Narrative
Existing 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 15°h of
each year) is problematic for marina operation due to the rapid shoaling that occurs after
February 15"' 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
1. 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 Getty and/or beach) and
mats instead of barge, the full bucket of material will be directly transferred to a dump truck RECEIVED
and then it will be transferred to the same stockpile/disposal areas.
NOV E 6 ",
DCM-MMD CIl ti

Carawan Marina
Tyrrell County, North Carolina
CAMA Major 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 a way 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
ingresslegress and to promote better flushing, excavation of 3,041 sq.ft. of Section 404 RECEIVED
NOV 2 6 2014
3
DCM-MHD CITY

Carawan Marina
Tyrrell County, North Carolina
LAMA Major 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.
RECENED
Nmt 2 6 1014
DCM-MHD CITY
4

DCM MP-1
APPLICATION for
Major Development Permit
(last revised 12127/06)
North Carolina DIVISION OF COASTAL MANAGEMENT
1. Primary Applicant/ Landowner Information
Business Name
Project Name (if applicable)
Carawan Marina
Applicant 1: First Name
Phillip
MI
Last Name
Carawan
Applicant 2: First Name
MI
last Name
If addfflonal applicants, please attach an additional page(s) with names listed.
Mailing Address
PO Box
P.O. Box 164
City
Columbia
State
NC
ZIP
27925
Country
USA
Phone No.
ext.
FAX No.
Street Address (d ddferent from above)
City
State
ZIP
Email
2. Agent/Contractor Information
Business Name
Quible & Associates, P.C.
Agent/ Contractor 1: First Name
MI
Last Name
Brian
D
Rubino
Agentt Contractor 2: First Name
MI
last Name
Mailing Address
PO Box
City
State
P.O. Drawer 870
Kitty Hawk
NC
ZIP
Phone No. 1
Phone No. 2
27949
252 - 261 - 3300 ext. 240
ext.
FAX No.
Contractor S
252 261 1260
Street Address (Hdilferent from above)
Gty
State
ZIP
8 Juniper Trail
Southern Shores
NC
27949 -
Email
[e-mail]
<Form continues on baclo
RECEIVED
NOV 8 6 "41
DGI
252-6D8-2ED6 .. 1-£4E%�- .emu ?r ;v A.ST :. 6vwiv.rceeoasRaFina;sagemees 4.roet

Form DCM MP-1 (Page 2 of 4)
APPLICATION for
Major Development Permit
3. Project Location
County (can be multiple)
Street Address
State Rd. N
Tyrrell
Woodard Road
1218
Subdivision Name
City
State
ZipNone
7
Columbia
NC
27925 -
Phone No.
Lot No.(s) (d many, attach additional page with list)
ext.
N/A,
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?
d. Name the closest major water body to the proposed project site.
®Natural ®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 SNo
work falls within.
Tyrell County
4. Site Description
a.
Total length of shoreline on the tract (ft.)
b. Size of entire tract (sq.tL)
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,
NWL (normal water level)
5 ft ❑NHW or SNWL
(It 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 adlacent 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, ft 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 ❑NA
If yes, by whom?
I.
Is the proposed project located in a National Registered Historic District or does it involve a ❑Yes SNo ❑NA
National Register listed or eligible property?
RECEIVED
<Form continues on next page> NOV 26 2014
DCM-MH6
252-808-2806 :: 1-888.4RCOAST :: wrww.ncceastaHmanagement.net

Form DCM MP-1 (Page 3 of 4)
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, ff availsble)
n. Describe existing wastewater treatment facilities.
None; currently no septic or drainfield
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 stone water management or treatment systems.
No SWMP
3. Activities 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.
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
d.
List all development activities you propose.
Channel expansion to 250 ft x 60 ft, Channel protection jetty system, Canal entrance widening with cantilevered bulkhead
(300 ft), Shoreline Stabilization Rip -Rap
e.
Are the proposed activities maintenance of an existing project, new work, or both?
Both
f.
What is the approximate total disturbed land area resulting from the proposed project?
4,082 ®Sq.Ft or ❑Acres
g.
WIII 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.
surface water runoff
I.
WIII 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>
Kc .crvtU
NOV 2 6 2914
DCM-M+fD CITY
252-608-2608 .. 5-888.4LbCOAST .. www.ncceastalmanagement.net

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) — (n are ahVays 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 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 Collon Snell - Phone No.
Address 11450 US 17 North, Vanceboro, NC28586
Name Wingate and Lucille Joyner Phone No.
Address 134 Beachwood Road, Ahoskie, NC 27910
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.
CAMA Moor 38.96
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. 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 E!3 Z(JI`I Print Name�f%�ln 16N.'*y4w.'PiL.
Signature 51M
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 RECEIVED
❑DCM MP-4 Structures Information
NOV 29 '°l
DCM-M�
252-806-2808 :: 1-888.4RCOAST :: www.nccoastalmanagement.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
(NLW or
Canal
Boat Basin
Boat Ramp
Rock Groin
Rock
Breakwater
(excluding
shoreline
NWL)
stabilization
Length
250
300
(2) 250
Width
60
avg 15
(2) 20
Avg. Existing
'
3.5
+1.5
NA
NA
Depth
Final Project
6.5
6.5
NA
NA
Depth
1, EXCAVATION
a. Amount of material to be excavated from below NHW or NWL in
cubic yards.
channel =1,667 cy yds
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 _
OWL 3,041 so ft (area labeled on dan []None
(ii) Describe the purpose of the excavation in these areas:
basin entrance expansion, access canal widening
❑This section not applicable
b. Type of material to be excavated.
sand dominated
d. High -ground excavation in cubic yards.
canal expansion = 414 cu yds cu yds
2. DISPOSAL OF EXCAVATED MATERIAL ❑This section not applicable ,I
a. Location of disposal area. b. Dimensions of disposal area.
ag fields on -site +/- 50 acre upland ag fields adjacent to basin
C. (i) Do you claim title to disposal area?
®Yes []No ❑NA
(it) 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 feel affected.
❑CW ❑SAV ❑SB _
OWL ®None
(ii) Describe the purpose of disposal in these areas:
available upland areas
d. (1) Will a disposal area be available for future maintenance?
®Yes ❑No ❑NA
(11) If yes, where?
same location and adjacent upland areas
f. (I) Does the disposal include any area in the water?
[]Yes ®No ❑NA
(i) If yes, how much water area is affected?
RECEIVED
NOV 2 6 ?n,s
DCM-MHD CIT-
252-808-2808 n 1-888.41RCO,AST i- www.necoastalmanagement.net revisad. 1=6/06

RECEIVED
Nnv E g tog
DCM-MHD CITY

F011M DUM MF_n (Excavation and Fill, Page 2 of 3)
3. SHORELINE STABILIZATION ❑This section not applicable
(If development is a wood groin, use MP-4 - Structures)
a. Type of shoreline stabilization: b. Length: bulkhead: 300 ft. do -rap: 628 ft
®Bulkhead ZRiprap ❑Breakwater/Sill ❑Other.
c. Average distance waterward of NHW or NWL: bulkead at new
NWL at basin expansion and rip rap along Albemarle Sound
shoreline
e. Type of stabilization matedal:
wood and vinyl bulkhead; concrete and granite rip -rap
g. Number of square feet of fill to be placed below water level.
Bulkhead backfill _ Riprap _
Breakwater/Sill_ Other_
i. Source of fill material.
none
Width: bulkhead: 1 ft. rip -rap: 10 ft
d. Maximum distance waterward of NHW or NWL: bulkhead: at
NWL, rip•rap:10 ft
f. (1) 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.
1-2 ft along soundfront (visual inspection estimate)
h. Type of fill material.
none
4. OTHER FILL ACTIVITIES ❑This section not applicable
(Excluding Shoreline Stabilization)
a. (€) Will fill material be brought to the site? ®Yes ❑No ❑NA b. (1) WIII fill material be placed in coastal wettandsimarsh (CW),
If yes,
(ii) Amount of material to be placed in the water 1.177 cu vds
(III) Dimensions of fill area 2 ietties: 1 ® 257 ft x 20 ft avo
and 1 ®250 ft x 20 ft ava (507 linear ft total or 10.140 sa.ft.1
(w) Purpose of fill
To construct channel protection jetties
5. GENERAL
a. How wilf excavated or fill material be kept on site and erosion
controlled?
Site will promptly be seeded after bulkhead construction and
associated grading. The bulkhead will reduce shoreline erosion
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)?
long reach excavator, backhoe, vibratory hammer, dump truck
c. (i) WIII navigational aids be required as a result of the project? d. (€) Will wetlands be crossed In transporting equipment to project
❑Yes No ❑NA site? ®Yes []No []NA
(i€) If yes, explain what type and how they will be implemented. (ii) 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
(tbmIso i`# Project Name �.�-�ti AN
NOV8 6 70u
Date
NAM-MHD CITY
Applicant Name
252-308-2808 :: 1-888-4RCO58T:: v,.•w vv.aeccoasta'n.:zaerac emeeaf..c:er g,evisea: 12/28106

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