20141138 Ver 2_CAMA Application_20161107

1
Coastal Management
ENVIRONMENTAL QUALITY
November 1, 2016
MEMORANDUM
TO:
FROM:
SUBJECT:
Applicant:
Project Location:
PAT MCCRORY
Governor
DONALD R. VAN DER VAART
Secretary
Karen Higgins, Compliance and Permitting Unit
DWR - Water Quality Program
Doug Huggett, Major Permits Coordinator
Division of Coastal Management
BRAXTON DAVIS
Director
CAMA/DREDGE & FILL Permit Application Review
Kitty Hawk Landing Association, Inc.
R(1@ 1210
N W U 7 2016
within a marked channel that extends southward from Kitty Hawk Landing
subdivisions' south entrance into the open waters of the Albemarle Sound
Proposed Project: Major Modification request for Permit #153-09 for additional dredging
Please indicate below your agency's position or viewpoint on the proposed project and return this
form by 11/22/16 to Courtney Spears, Assistant Maior Permits Coordinator, 400 Commerce
Avenue, Morehead City, NC 28557 (fax: [phone]). If you have any questions regarding
the proposed project, please contact Ron Renaldi at [phone]. When appropriate, in-depth
comments with supporting data are requested.
REPLY: This agency has no objection to the project as proposed.
This agency has no comment on the proposed project.
This agency approves of the project only if the recommended changes are
incorporated. See attached.
This agency objects to the project for reasons described in the attached
comments.
SIGNED DATE
!'-^ Nothing Compares ,_,
State of North Carolina I Environmental Quality I Coastal Management
1367 US Hwy 17 South I Elizabeth City, NC 27909
252-264-39011252-264-3723 [fax]

DIVISION OF COASTAL MANAGEMENT
• FIELD INVESTIGATION REPORT
MAJOR MODIFICATION TO MAJOR PERMIT #153-09
1. APPLICANT'S NAME: Kitty Hawk Landing Association, Inc.
2. LOCATION OF PROJECT SITE: Within a marked channel that extends southward
from the Kitty Hawk Landing subdivisions south entrance into the open waters of the
Albemarle Sound running ±20' to ±250' waterward of marsh islands.
Photo Index — 2006: 183-7182 (I -K 5-11)
Lat/Long: 36.0526820° N, -75.7380610° W
3. INVESTIGATION TYPE: CAMA / Dredge & Fill
4. INVESTIGATIVE PROCEDURE: Dates of Site Visit — 10/13/2016
Was Applicant Present — Agent present
5. PROCESSING PROCEDURE: Application Received Complete — 10/17/2016
Office - Elizabeth City
6. SITE DESCRIPTION:
(A) Local Land Use Plan - Town of Kitty Hawk
Land Classification from LUP - Conservation
(B) AEC(s) Involved: Public Trust Area (PTA), Estuarine Waters (EW)
(C) Water Dependent: Yes
(D) Intended Use: Private/Community
(E) Wastewater Treatment: Existing — n/a
Planned - n/a
(F) Type of Structures: Existing — Channel Markers
Planned - n/a
(G) Estimated Annual Rate of Erosion: n/a
Source — n/a
7. HABITAT DESCRIPTION: [AREA, square feet (ft2)]
DREDGED FILLED OTHER
(A) Shallow Bottom PTA, EW AEC's ±87,840 ft2
(includes slough)
(B) Non -Vegetated Wetlands
(C) Other
(D) Total Area Disturbed: ±87,840 ft2 (2.02 acres)
(E) Primary Nursery Area: No
(F) Water Classification: SB Open to Shellfishing: Yes

Kitty Hawk Landing Association, Inc.
Field Investigation Report
Page 2
8. PROJECT SUMMARY: The applicant proposes to dredge and widen a previously
authorized dredge area to a deeper depth and dredge an additional ±2,166' within a
traditionally used open water channel.
Project Settinq
The proposed development is located at the Kitty Hawk Landing subdivision, Kitty Hawk, Dare
County. Kitty Hawk Landing is located off of West Kitty Hawk Road (SR 1208) and contains
two separate sections of man-made canals (north and south) that provide access to Kitty
Hawk Bay and the Albemarle Sound.
The project site is located within the Albemarle Sound extending from the entrance of Kitty
Hawk Landings southern canal entrance, just south of Shellbank Point, and extending in a
southerly direction ±2,166' towards Long Point. The area is a traditional used travel way
leading to Kitty Hawk Landing, a residential waterfront development, but there is no record of
a dredge channel within the project area. The canal system within the subdivision predates
the Coastal Area Management Act and boats entering and leaving the subdivision have used
this travel way for many years. Due to the shallow nature of the adjacent areas to the travel
way, CAMA Major Permit #128-05 was issued on August 8, 2005 for the placement of 8
navigation channel markers so boats could safely navigate the deeper waters to access the
canal system. The marked channel runs in a north/south direction and is adjacent to marsh
islands located to the east.
The Albemarle Sound is classified as Joint Waters by agreement with the Marine Fisheries
Commission and Wildlife Resources Commission. The Division of Environmental
Management's water quality classification for the Albemarle Sound is SB and it is closed to
shellfish taking. There is an identified archeological site within the subdivision, referenced as
DO 7, but it is not within the project area.
A Submerged Aquatic Vegetation (SAV) survey was conducted in June of 2016 that identified
two species of SAV growing within the project area as well as trace occurrences of
Myriophyllum spicatum (Eurasion Watermilfoil). SAV's identified include Ruppia maritima
(Widgeon Grass) and Stuckenia pectinata (Sago pondweed). The survey results indicate that
in water greater than 3' and less than 4' below Normal Water Level (NWL), only sparse
amounts of SAV were encountered and the dense accumulations of SAV were found outside
of the marked channel in water depths between 1.5' and 3' below NWL. SAV's were not found
growing within the marked channel. The bottom substrate varies between soft organic mud
and sand. Water depths within the marked channel range from ±2.5' below NWL at a shoaled
area located at the mouth of the canal to >_5.5' below NWL in the open waters. Water depths
in the adjacent area to the marked channel range from ±1.5' to 4.8' below NWL.
CAMA Major Permit # 153-09 history.
- Issued December 7, 2009 authorizing riprap along an existing jetty system at the mouth
of Avery Pond (mouth of northern canal entrance) as well as five separate dredge areas
within the canal systems (including the mouth of both the north and south entrances).
- A minor modification was issued on February 15, 2011 authorizing a maintenance clause
allowing maintenance dredging to occur as needed within the authorized dredge areas.

Kitty Hawk Landing Association, Inc.
Field Investigation Report
Page 3
- A minor modification was issued January 21, 2014 adding two additional dredge areas
within the canals near the mouth of the south entrance.
- A renewal was issued on February 18, 2015 with a new expiration date of January 24,
2017.
Development Proposal
The applicant is proposing to modify CAMA Major Permit #153-09 to enlarge a previously
authorized dredge area located at the mouth of the southern entrance and extend it to the
south within the existing marked channel an additional 2,166' where it will reach a connective
water depth of 5.5' below NWL. The proposed dredge channel alignment will not impact any
areas of SAV per the submitted SAV survey and was confirmed by staff on July 14, 2016.
The authorized dredge area is ±80'x25' in size and was permitted to a depth of 4' below NWL.
It should be noted that the existing water depth on the north side of the authorized dredge
area is ?5.5' below NWL while the depth on the south side is ±2.5' below NWL due to shoaling.
A 38' wide box cut is proposed, widening this area an additional 13' and the depth would be
increased an additional 1.5'. Current water depths in this area average ±2.5' below NWL.
The proposed ±2,166' channel would also have a 38' wide box cut and will be dredged to a
depth of 5.5' below NWL. It is anticipated that bottom disturbance will be 40' wide due to
natural sloughing. Current water depths within this area average ±4.5' below NWL.
All proposed dredging will be done mechanically through the use of a long reach excavator
on a barge using a clamshell bucket. Dredged material will be placed into a hopper barge
that, when full, will be transported to Earth Resources and transferred to a designated
stockpile area outside of CAMA AEC's as previously authorized in the original Major Permit.
Anticipated Impacts
• The proposed additional dredging within the previously authorized dredge area will result
in additional shallow water bottom disturbance of ±1,200 ft2 (0.02 acres) within the PTA and
EW AEC's. Approximately 94 cubic yards of additional bottom material will be removed in
this area.
• The proposed dredging within the open waters of the Albemarle Sound will result in the
shallow water bottom disturbance of ±86,640 ft2 (2.0 acres) within the PTA and EW AEC's.
Approximately 3,058 cubic yards of sandy bottom material will be removed.
• The applicant has indicated that the previously approved dredge spoil site (Earth
Resources) will be utilized. The disposal area measures 200'x100' (20,000 ft2) within an
upland area outside of the CAMA Estuarine Shoreline AEC.
.• The proposed dredging will temporarily increase turbidity.
Submitted by: Ron Renaldi
Date: 10/31/16

Received
Kitty Hawk Landing South Entrance OCT 17 2016
CAMA Major- Project Narrative
Updated October 14, 2016
-h �ry M -CC
-. G C. . .
Existing Conditions
The subject site is located in the Albemarle Sound at the south entrance to the Kitty Hawk
Landing subdivision located in Kitty Hawk, Dare County, North Carolina. Kitty Hawk Landing is
a 224 lot subdivision located along the Albemarle Sound with a north and south canal system
that allows the subdivision access to the sound. The north and south canal systems are not
connected and each canal has its own separate entrance. Under CAMA Major Permit 153-09
the subdivision dredges and maintains the canal systems and the north entrance. Several
modifications have been made to this permit that allows for dredging and maintenance to the
canals and jetty. The primary purposes of this major modification are 1) address shoaling at the
south entrance of Kitty Hawk Landing canal system and 2) to maintain a safe navigable
connection to -5.5 ft of water relative to Normal Water Level (NWL). Currently, there is an 80 LF
X 25 ft. dredge channel that is permitted to a depth of -4 ft (NWL) at the south entrance, but
connecting water depths within the canal are -5.5 ft or greater in many locations. The length of
the permitted excavation (sheet 6 from 153-09) was limited to 80 ft because of existing water
depths in the Sound that were significantly deeper at that time. In addition, at the time of 153-09
issuance, there had not been a detailed comprehensive SAV survey and mapping completed.
CAMA Major permit 128-05 was issued to erect navigation markers along the natural channel
from Long Point to the south entrance. And, CAMA Major 13-15 includes a jetty system for the
north entrance and its maintenance.
SAV Survey
A SAV survey was conducted by Quible & Associates on June 21 st and 27th, 2016. Our
findings were field confirmed by NC Division of Coastal Management, NC Division of Marine
Fisheries representative, Shane Staples, on July 14, 2016. Attached is a full SAV report with
findings within the project area.
Proposed Work
Currently proposed work requiring a CAMA Major Modification includes a proposed dredge
channel extension of 2,166 LF x 40 ft (38 ft box cut) to a depth of -5.5 ft (NWL) along the
deepest natural and historically utilized route. A 80 LF x 25 ft dredge channel has been
previously permitted under CAMA Major 153-09, but only to a depth of -4 ft (NWL). This would
create an overall channel of 2,246 LF x 40 ft at a depth of -5.5 (NWL). The additional 2,166 LF
is necessary to reach a natural water depth of -5.5 ft (NWL). It should be noted that the end of
the permitted 80 LF channel is currently -2.5 ft. deep. Maintenance of a navigable canal
entrance is essential to allow continued boat use in this area. Current average water depths are
-4.5 ft. (NWL) for the majority of the proposed channel, with an average depth of -2.5 (NWL) at
the mouth of the south entrance. The overall volume of excavation for new proposed work is
3,152 cubic yards. The total dredging, including 111 cubic yards of permitted dredging would be
3,263 cubic yards. An average 38 ft. wide box cut will- be used for dredging to account for
sloughing that will take place as shifting sands settle. A typical 2 to 1 slope including natural
sloughing will create the 40 ft (total disturbed width) channel after the work is complete. Please
refer to the CAMA plan for dredging details. The excavation work will be performed with a
mechanical long reach excavator using a clamshell bucket. Material from the excavator bucket
will be transferred 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. Some runoff will occur from the hopper barge via slots
or weep holes. The barge, when loaded, will be moved inside the Earth Resources basin and
the material will be transferred to a designated soil stockpile area outside of CAMA AEC's. Earth
Resources is a commercial property located at the end of Bob Perry Road in Kitty Hawk and
has been used as the spoil site for all other excavation activities under Major Permit 153-09.

Kitty Hawk Landing South Entrance
CAMA Major- Project Narrative
Updated October 14, 2016
Included -in this CAMA Major Application package is a copy of the exhibits used to indicate the
permitted dredge stockpile area (See attached Sheets 10 and 11, Atlantic Environmental
Consultants, LLC, dated 10/30/2007). This area is to be continued to be utilized for the same
purpose.
A main point of discussion during the August 3, 2016 interagency scoping meeting was to
minimize SAV area impacts to the fullest extent possible. Since the meeting we were able to
adjust the proposed dredging to avoid SAV impacts.
Purpose and Need
The purpose of this project is to are 1') address shoaling at the south entrance of Kitty Hawk
Landing canal system and 2) to maintain a safe navigable connection to -5.5 ft of water relative
to Normal Water Level (NWL). The need to maintain a -5.5 ft (NWL) depth to enter the canal
system is to accommodate all boats that utilize this area. During northeast and north west wind
events, the wind driven tide pushes water from this shoreline, commonly creating a low tide
situation which is +/-18" below NWL. This results in some areas that would typically be
navigable to become unnavigable. Through this project an appropriate water depth would be
achieved to allow navigable access year round for the south entrance to Kitty Hawk Landing.
Some property owners in the subdivision own sail boats and commercial fishing vessels that
draw over 4.5 ft of water. The entrance depth of -5.5 ft (NWL) would allow all vessels within the
subdivision to navigate the channel in and out of the subdivision during the majority of the year.
4

DCM MP -1
Received
OCT 17 2016
APPLICATION for CM -EC
Major Development Permit
(last revised 12/27/06)
North Carolina DIVISION OF COASTAL MANAGEMENT
1. Primary Applicant/ Landowner Information
Business Name
Kitty Hawk Landing Association, Inc.
Project Name (if applicable)
KH Landing South Entrance Dredging
Applicant 1: First Name
Robert
MI
Last Name
Darden
Applicant 2: First Name
Peter
MI
Last Name
Collins
If additional applicants, please attach an additional page(s) with names listed.
Mailing Address
PO Box
P.O. Box 923
City
Kitty Hawk
State
NC
ZIP
27949
Country
USA
Phone No.
ext.
FAX No.
-
Street Address (if different 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
Agent/ 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.
ext.
FAX No.
Contractor #
252 261 1260
Street Address (if different from above)
City
State
ZIP
8466 Caratoke Highway
Powells Point
NC
27966 -
Email
[e-mail]
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Form DCM MP -1 (Page 2 of 5)�APPLICATION for
Major Development Permit
3. Project Location.._ G
County (can be multiple)
Street Address
State Rd. #
Dare
c. Size of individual lot(s)
d. Approximate elevation of tract above NHW (normal high water) or
Subdivision Name
City
State
Zip
Kitty Hawk Landing
Kitty Hawk
NC
27949 -
Phone No.
Lot No.(s) (if many, attach additional page with list)
- ext.
N/A, , I ,
a. In which NC river basin is the project located?
b. Name of body of water nearest to proposed project
Pasquotank
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 []No
work falls within.
Town of Kitty Hawk
4. Site Description
a. Total length of shoreline on the tract (ft.)
b. Size of entire tract (sq.ft.)
-43,670 ft
100 Acres
c. Size of individual lot(s)
d. Approximate elevation of tract above NHW (normal high water) or
N/A,
NW (normal water level)
+6 ft ❑NHW or ®NWL
(If many lot sizes, please attach additional page with a list)
e. Vegetation on tract
N/A
f. Man-made features and uses now on tract
Residential Homes, Bulkheads, Docks and Boatlifts
g. Identify and describe the existing land uses adjacent 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?
Residential
(Attach zoning compliance certificate, if applicable)
❑Yes ❑No ®NA
j. Is the proposed activity part of an urban waterfront redevelopment proposal? []Yes ®No
k. Hasa professional archaeological assessment been done for the tract? If yes, attach a copy. []Yes ®No ❑NA
If yes, by whom?
I. Is the proposed project located in a National Registered Historic District or does it involve a ❑Yes ®No ❑NA
National Register listed or eligible property?
<Form continues on next page>
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Form DCM MP -1 (Page 3 of 5) ; ecely APPLICATION for
n
Major Development Permit
m. (i) Are there wetlands on the site? []Yes ®No
(ii) Are there coastal wetlands on the site? []Yes ®No
(iii) If yes to either (i) or (ii) above, has a delineation been conducted? ❑Yes []No
(Attach documentation, if available)
n. Describe existing wastewater treatment facilities.
N/A
o. Describe existing drinking water supply source.
N/A
p. Describe existing storm water management or treatment systems.
No SWMP; open water
5. 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.
The primary purposes of this major modification are 1) address shoaling at the south entrance of Kitty Hawk Landing canal
system and 2) to maintain a safe navigable connection to -5.5 ft of water relative to Normal Water Level (NWL) along the
deepest natural and historically utilized route. Currently, there is a 80 LF X 25 ft dredge area that is permitted to a depth of -4
ft (NWL) at the south entrance under CAMA Major permit 153-09.
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.
barge, excavator, support barge
d. List all development activities you propose.
Dredging of the South Entrance and channel to the Kitty Hawk Landing Subdivision.
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? 0.5 approx. No new land disturbance.
This area is limited to the
designated spoil stockpile area that
exists at Earth Resources.
❑Sq.Ft or ®Acres
g. Will the proposed project encroach on any public easement, public accessway or other area ❑Yes ®No ❑NA
that the public has established use of?
h. Describe location and type of existing and proposed discharges to waters of the state.
None
I. Will wastewater or stormwater be discharged into a wetland? ❑Yes ®No [INA
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.
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Form DCM MP -1 (Page 4 of 5)
<Form continues on back>
APPLICATION for
Major Development Permit
6. Additional Information
In addition to this completed application form, (MP-1)the following items below, if applicable, must be submitted in order for the application
package to be complete. Items (a) — (f) are always applicable to any major development application. Please 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 Earth Resources Inc. Phone No.
Address PO Box 410, Kitty Hawk, NC 27949
Name North Carolina State C/O Nature Conservancy Phone No.
Address 4705 University Dr #290, Durham, NC 27707
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 Major 78-97 CAMA Major 128-05
CAMA Major 153-09
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 iiT1�Y Print Name�) . �'�n�s rj� i i.k��:•�' t'.C.. /S� i
Signature Received
Please indicate application attachments pertaining to your proposed project. il(:1 3 - ''?':,l
®DCM MP -2 Excavation and Fill Information ❑DCM MP -5 Bridges and Culverts
❑DCM MP -3 Upland Development jj� m I""
❑DCM MP -4 Structures Information ` - '
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Form DCM MP -2
- EXCAVATION and FILL --
(Except for bridges and culverts)
[R`ieceived
Attach this form to Joint Application for CAMA Major Permit, Form DCM MP -1. Be sure to complete all other sections of the Joint
Application that relate to this proposed project. Please include all supplemental information.
Describe below the purpose of proposed excavation and/or fill activities. All values should be given in feet.
1.
Access
❑ This section not applicable
a.
Amount of material to be excavated from below NHW or NWL in
b. Type of material to be excavated.
Other
Sand
Channel
(NLW or
Canal
Boat Basin
Boat Ramp
Rock Groin
Rock
Breakwater
(excluding
shoreline
(CW), submerged aquatic vegetation (SAV), shell bottom (SB),
NWL)
or other wetlands (WL)? If any boxes are checked, provide the
number of square feet affected.
stabilization
Length
2,166 LF
OWL ®None
(ii) Describe the purpose of the excavation in these areas:
38 FT
To maintain safe navigable water depth of -5.5' (NWL)
2.
DISPOSAL -OF EXCAVATED MATERIAL
0This section not applicable
a.
Width
b. Dimensions of disposal area.
Earth Resourses, Inc., located at the end of Bob Perry
Road
;too x 100
c.
Box Cut
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.
Avg. Existing
_4.5' (NWL)
NA
NA
Depth
Final Project
-5.5 (NWL)
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
3,152 cu. yrds. new dredging
c.
(i) Does the area to be excavated include coastal wetlands/marsh
d. High -ground excavation in cubic yards.
(CW), submerged aquatic vegetation (SAV), shell bottom (SB),
N/A
or other wetlands (WL)? If any boxes are checked, provide the
number of square feet affected.
❑CW ❑SAV ❑SB
OWL ®None
(ii) Describe the purpose of the excavation in these areas:
To maintain safe navigable water depth of -5.5' (NWL)
2.
DISPOSAL -OF EXCAVATED MATERIAL
0This section not applicable
a.
Location of disposal area.
b. Dimensions of disposal area.
Earth Resourses, Inc., located at the end of Bob Perry
Road
;too x 100
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?
e. (i) Does the disposal area include any coastal wetlands/marsh
(CW), submerged aquatic vegetation (SAV), shell bottom (SB),
or other wetlands (WL)? If any boxes are checked, provide the
number of square feet affected.
❑CW ❑SAV ❑SB
❑WL ®None
(ii) Describe the purpose of disposal in these areas:
f. (i) Does the disposal include any area in the water?
❑Yes ®No [INA
(ii) If yes, how much water area is affected?
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oirroi OCNI NIP -2 (Excavation anJ FW5 ;Page 2 of 2)
3. SHORELINE STABILIZATION ®This section not applicable
(If development is a wood groin, use MP -4 — Structures)
a. i ype of snoreune stammzation:
[]Bulkhead ❑Riprap ❑Breakwater/Sill []Other:
c. Average distance waterward of NHW or NWL:
e. Type of stabilization material:
g. Number of square feet of fill to be placed below water level.
Bulkhead backfill Riprap
Breakwater/Sill Other
i. Source of fill material.
b, Length:
Width:
d. Maximum distance waterward of NHW or NWL:
f. (i) Has there been shoreline erosion during preceding 12
months?
[]Yes ❑No [INA
(ii) If yes, state amount of erosion and source of erosion amount
information.
h. Type of fill material.
4. OTHER FILL ACTIVITIES ®This section not applicable
(Excluding Shoreline Stabilization)
a. (i) Will fill material be brouqht to the site? []Yes []No ❑NA b. (i) Will fill material be placed in coastal wetlands/marsh (CW),
If yes,
(ii) Amount of material to be placed in the water
(iii) Dimensions of fill area
(iv) Purpose of fill
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:
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)?
The material will be dewatered on the barge and then to directly Barges and long reach excavator
transported to Earth Resources Inc. via barge
c. (i) Will navigational aids be required as a result of the project?
❑Yes ®No ❑NA
(ii) If yes, explain what type and how they will be implemented.
9�(
Date
Project Name
d. (i) Will wetlands be crossed in transporting equipment to project
site? []Yes ®No [INA
(ii) If yes, explain steps that will be taken to avoid or minimize
environmental impacts.
_, r? c_._ r", : c .. AP.. _ n / A
'lT&T�P
1l:Jt
OCTvplicant Signature
2016
noAd 252-808-2808 :: 1-888-4RCOAST :: www.nccoastalmana-gement.net revvi ed: 12/26/06

MAJOR PERMIT FEE MATRIX
Applicant: KITTY HAWK LANDING ASSOCIATION
(South Entrance Dreftim)
Selection
Development Type
Fee
DCM %
DWQ
(14300 1601435100093 1625 6253)
(24300 1602 435100095 2341)
Private, non-commercial
JI.
E]
development that does not
$250
100%($250)
0%($0)
involve the filling or
excavation of any wetlands
oro en water areas:
II. Public or commercial
E]
development that does not
$400
100%($400)
0%($0)
involve the filling or
excavation of any wetlands
oro en water areas:
Major Modification to a
$250
100%($250)
0%($0)
CAMA Major permit
III. For development that
involves the filling and/or
excavation of up to 1 acre
of wetlands and/or open
water areas, determine if A,
B; C, or D below applies:
III(A). Private, non -
EJ
commercial development, if
$250
100%($250)
0%($0)
General Water Quality
Certification No. 3490 (See
attached) can be applied:
III(6). Public or commercial
❑
development, if General
$400
100%($400)
0%($0)
Water Quality Certification
No. 3490 (See attached)
can be applied:
III(C). If General Water
F]
Quality Certification No.
$400
60%($240)
40%($160)
3490 (see attached) could
be applied, but DCM staff
determined that additional
review and written DWQ
concurrence is needed
because of concerns
related to water quality or
aquatic life:
III(D). If General Water
Quality Certification No.
$400
60%($240)
40%($160)
3490 (see attached) cannot
be applied:
IV. For development that
involves the filling and/or
$475
60%($285)
40%($190)
excavation of more than
/
one acre of wetlands and/or
open water areas:

June 21st and 271h, 2016 SAV Survey
Kitty Hawk Landing South Entrance
,xeceivea
I. Introduction
The purpose of this report is for Quible & Associates, P.C. (Quible) to provide state and
federal regulatory agencies with a review of submerged aquatic vegetation (SAV) in
proximity to an area of proposed dredging (the Site) to maintain a navigable boat
channel from Albemarle Sound to the South side of the Kitty Hawk Landing community
in Kitty Hawk, Dare County, North Carolina.
The June 21St and 27th SAV survey was conducted to examine the substrate of shallow
waters adjacent to the Site for the presence of SAV, and to document the conditions that
may relate to SAV habitat. The SAV survey was not conducted until this time of the year
in order to enter the peak growing season for SAV as required by resource management
agencies.
Generally, low salinity SAV found in this area of the Albemarle Sound prefers low energy
shallow water areas where significant photic penetration through the water column to the
substrate persists. These species go dormant in the winter months as water
temperatures decrease and foliage dissipates.
Il. Methodology
The Site includes a broad area from the Kitty Hawk Landing South Entrance, extending
southerly, toward Long Point. The area encompasses the historically utilized channel as
well as adjacent waters, and extends out to -7 ft of naturally occurring water in the
sound.
The accompanying base maps include 2012 aerial photography provided by Dare
County with the study area identified with sampling stations and collected water depths.
Water depth surveying was conducted throughout the Site on June 2111 and June 271h,
2016. Depths were collected by a survey crew from Quible using survey -grade GPS and
plotted relative to normal water level (NWL). A bathymetric map was generated using
Autocad to identify existing conditions.
SAV surveying consisted of a cursory analysis of SAV throughout the Site followed by a
detailed survey by performing a series of transects to fully understand the extent and
coverage of SAV. At each sampling station, an approximately 2 meter x 2 meter area
was evaluated by diving and feeling the bottom. At each station water depths, substrate
types, and SAV identification was performed.
Where any live SAV was encountered, coverage estimates were made based on percent
cover standards'. In addition, species composition was recorded.
III. Findings
The attached table summarizes coverage estimates at each sampling station. The first
column is the sampling station number and the second column is the surrey GPS
waypoint (407-495). The third and fourth columns are the latitudinal and longitudinal
coordinates. The fifth column is the water depth (based on nwl) and the sixth column is
the mean cover estimate per station.
' A resource on hand during the investigation was percent cover standards (photographs) that
were taken from http://seagrasswatch.org/home.html

June 21st and 27th, 2016 SAV Survey
Kitty Hawk Landing South Entrance
The substrate types encountered varied between a soft organic mud and sand. In
addition, there were areas of muddy sand (sand dominated). Three species of SAV
were encountered in the areas evaluated. The species encountered were Myriophyllum
spicatum (Eurasian Watermilfoil), Ruppia maritima (Widgeon Grass) and Stuckenia
pectinata (Sago Pondweed). The dominant species included Widgeon Grass and Sago
Pondweed. There were only trace occurrences of Eurasian Watermilfoil this year. In
general, the Sago pondweed was found to have a longer growth habit than the Widgeon
Grass with shorter stem lengths.
Based on our findings, the existing channel alignment includes an area of no SAV
growth, but outside of the marked channel, SAV was found in water up to 4 ft deep. In
water greater than 3.0 ft and less than 4.0 ft deep, only sparse amounts of SAV were
encountered. The most dense accumulations of SAV were found in water outside of the
marked channel that is between 1.5 and 3.0 ft deep. The base map includes a line
delineating no SAV from some (any) existence of SAV. This was also surveyed in using
survey grade GPS. Please refer to the table for SAV cover at each station.
The mouth of the South Entrance includes a zone of shifting sands that have become
the main problem for navigation. The water depths there are very shallow and this is the
primary area of proposed future dredging. In the center of the marked channel, there
was no SAV. This shifting sand area was very loose compared to some adjacent
shallow sand banks (with SAV) that were found to be much more hard -packed.
Our findings were field confirmed by NC Division of Coastal Management, NC Division of
Marine Fisheries representative, Shane Staples, on July 14, 2016. We covered the
extent of our SAV and water depth survey on foot and by boat with a draft copy of this
report, base map and collected data tables.
IV. References
Bay Grass Identification Key, 2008, http://www.dnr.state.md.us/bay/SAV/key/, Maryland
Department of Natural Resources.
Caldwell, W.S., 2001, Hydrologic and Salinity Characteristics of Currituck Sound and
Selected Tributaries in North Carolina and Virginia, 1998-99, U.S. Geological
Survey, Water -Resources Investigations Report 01-4097, 36 p.
Currituck County, 2008, Digital Geotiff Color Aerial Photography.
Seagrass-Watch Percent Cover Standards, 2010, httr):Hseagrasswatch.org.
2
EC

eciv
TABLE 1- DARE COUTNY, KITTY HAWK LANDING SOUTH ENTRANCE
SAV SAMPLING STATIONS (LOCATIONS, WATER DEPTHS and SAV COVERAGE) -'
"Mean cover estimated at each Sampling Station; based on percent cover standards that can be found at
hftp://seagrasswatch.org/home.html
'
Sample
Station
Latitude
Longitude
Water Depth
in feet
(NWL)
Mean SAV
Cover per Station
N
1
407
N036.05236491
W075.73769945
-2.25
80
2
408
N036.05231245
W075.73780316
-3.63
60
3
409
N036.05231549
W075.73787651
-3.99
20
4
410
N036.05230802
W075.73793131
-4.13
0
5
411
N036.05230876
W075.73800079
-4.19
0
6
412
N036.05231538
W075.73807606
-4.10
0
7
413
N036.05231297
W075.73815247
-3.27
0
8
414
N036.05231188
W075.73822136
-2.78
0
9
415
N036.05231546
W075.73825933
-2.57
20
10
416
N036.05231064
W075.73833666
-1.92
90
11
417
N036.05263312
W075.73844643
-2.22
20
12
418
N036.05268892
W075.73829801
-1.58
70
13
419
N036.05270890
W075.73822634
-2.49
0
14
420
N036.05272563
W075.73811112
-4.02
0
15
421
N036.05275029
W075.73802302
-4.42
0
16
422
N036.05276048
W075.73798012
-3.38
60
17
423
N036.05276785
W075.73791233
-2.73
80
18
424
N036.05278622
W075.73784081
-2.28
80
19
425
N036.05282360
W075.73777247
-1.64
80
20
426
N036.05296025
W075.73793002
-2.46
60
21
427
N036.05298695
W075.73802266
-3.08
40
22
428
N036.05300128
W075.73808022
-4.16
0
23
429
N036.05301763
W075.73813211
-4.52
0
24
430
N036.05303116
W075.73817022
-3.25
0
25
431
N036.05304504
W075.73821631
-2.18
30
26
432
N036.05305611
W075.73827020
-1.37
10
27
433
N036.05306592
W075.73833238
-0.99
40
28
434
N036.05327356
W075.73830118
-0.80
0
29
435
N036.05327729
W075.73823632
-0.91
0
30
436
N036.05327406
W075.73818764
-3.24
0
31
437
N036.05343690
W075.73815702
-3.69
0
32
438
N036.05345075
W075.73818293
-2.31
50
33
439
N036.05346053
W075.73822037
-0.78
70
34
440
N036.05314768
W075.73800358
-2.23
90
35
441
N036.05319847
W075.73802975
-3.79
0
36
442
N036.05336025
W075.73798448
-1.15
80
37
443
N036.05337148
W075.73802178
-2.96
0
38
444
N036.05349423
W075.73794586
-1.17
80
39
445
N036.05350748
W075.73797885
-2.06
0
40
446
N036.05211058
W075.73755515
-3.63
80
41
447
N036.05209634
W075.73763527
-4.00
15
42
448
N036.05209278
W075.73768651
-4.14
0
43
449
N036.05208920
W075.73777162
-4.23
0
44
450
N036.05208037
W075.73783800
-4.41
0
45
451
N036.05207079
W075.73790298
-4.42
0
46
452
N036.05207476
W075.73798004
-4.40
0
47
453
N036.05208381
W075.73812966
-4.22
0
48
454
N036.05208222
W075.73824249
-3.34
0
"Mean cover estimated at each Sampling Station; based on percent cover standards that can be found at
hftp://seagrasswatch.org/home.html
'

TABLE 1- DARE COUTNY, KITTY HAWK LANDING SOUTH ENTRANCE Received
SAV SAMPLING STATIONS (LOCATIONS, WATER DEPTHS and SAV COVERAGE)
49
455
N036.05207632
W075.73835862
-2.45
50
50
456
N036.05206523
W075.73846002
-1.84
90
51
457
N036.05206573
W075.73855611
-1.80
70
52
458
N036.05159476
W075.73863209
-2.94
60
53
459
N036.05153932
W075.73853890
-3.34
60
54
460
N036.05151686
W075.73846454
-3.67
0
55
461
N036.05150090
W075.73838602
-4.17
0
56
462
N036.05148866
W075.73831412
-4.48
0
57
463
N036.05148344
W075.73823827
-4.51
0
58
464
N036.05146484
W075.73818257
-4.23
0
59
465
N036.05144977
W075.73815062
-4.03
30
60
466
N036.05142605
W075.73808483
-3.51
20
61
467
N036.05140150
W075.73804078
-2.60
20
62
468
N036.05109918
W075.73829408
-3.88
0
63
469
N036.05108159
W075.73838702
-4.66
0
64
470
N036.05106343
W075.73849049
-4.40
0
65
471
N036.05105020
W075.73859542
-3.98
0
66
472
N036.05103111
W075.73868926
-3.90
0
67
473
N036.05102286
W075.73877820
-3.40
20
68
474
N036.05101479
W075.73885556
-3.48
50
69
475
N036.05060217
W075.73898783
-3.78
0
70
476
N036.05054129
W075.73881420
-4.05
0
71
477
N036.05051192
W075.73869370
-4.36
0
72
478
N036.05049609
W075.73853431
-4.62
0
73
479
N036.05049844
W075.73842481
-4.62
0
74
480
N036.05048228
W075.73828056
-4.19
0
75
481
N036.05047311
W075.73824689
-3.94
20
76
482
N036.05044321
W075.73815679
-3.31
10
77
483
N036.05040681
W075.73807075
-2.05
0
78
484
N036.05005079
W075.73815171
-1.90
60
79
485
N036.05000758
W075.73821730
-2.84
80
80
486
N036.04998271
W075.73828034
-3.78
20
81
487
N036.04997396
W075.73837827
-4.54
0
82
488
N036.04990953
W075.73857598
-4.28
0
83
489
N036.04981021
W075.73817293
-3.75
0
84
490
N036.04966633
W075.73773792
-2.89
0
85
491
N036.04938477
W075.73740852
-4.00
0
86
492
N036.04929288
W075.73769825
-4.36
0
87
493
N036.04904808
W075.73768635
-4.41
0
88
494
N036.04877839
W075.73760574
-4.33
0
89
495
N036.04857256
W075.73754886
-4.56
0
"Mean cover estimated at each Sampling Station; based on percent cover standards that can be found at
http://seagrasswatch.org/home.htmi

a
E
NOTE: THIS DOCUMENT IS PRELIMINARY — NOT FOR CONSTRUCTION,
RECORDATION, SALES OR CONVEYANCES — THIS DOCUMENT IS FOR
DISCUSSION PURPOSES ONLY! EXISTING INFORMATION SHOWN ON THIS
DOCUMENT IS BASED ON BEST AVAILABLE DATA AND IS NOT A CERTIFIED SURVEY.
ALL INFORMATION SHOWN ON THIS DOCUMENT` IS SUBJECT TO ANY REQUIREMENTS
BY ANY REGULATORY AGENCY, ENTITY OR AUTHORITY.
QUIBLE & ASSOCIATES, P.C. DOES NOT GUARANTEE THE ACCURACY OR THE
COMPLETENESS OF ANY INFORMATION IN THIS DOCUMENT AND IS NOT RESPONSIBLE
FOR ANY ERROR OR OMISSION OR ANY LOSSES OR DAMAGES RESULTING FROM THE
USE OF THIS INFORMATION.
Mai
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OCT 17 2016
VICINITY MAP
KIM H&M HAY
SHEET 10
KITTY HAWK LANDING DREDGE DISPOSAL AREA
EARTH RESOURCES BOUNDARY
KITTY HAWK — DARE COUNTY — NORTH CAROUNA
„ ,4TL4NT/C £N!//!'ONi1�1£NTAL CONSULTANTS, LLC
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[phone], envoi/ �oxdormon®ooleoin
DATE: 10/30/07 REVISED: FILE: 07-029 DRAWN BY: DOUG D

Received
OCT 17 20�
EARTH RESOURCES
KITTY HAWK — DARE COUNTY — NORTH CAROLINA
„ ArUNTIC EMIXONAIMUZ CONSM.UNTS, LLC
GRAPHIC SCALE 1 = 60' P.O. Aff 3?66, K/TTY IMP,' N. C. 27949
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DATE: 10/30/07 REVISED: FILE: 07-029 DRAWN BY: DOUG D
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„ ArUNTIC EMIXONAIMUZ CONSM.UNTS, LLC
GRAPHIC SCALE 1 = 60' P.O. Aff 3?66, K/TTY IMP,' N. C. 27949
('252)261-7707, a moi/ roxdatman®00%com
DATE: 10/30/07 REVISED: FILE: 07-029 DRAWN BY: DOUG D