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OWNER/APPLICANT: NATIONAL AUDUBON SOGETY INC.
PRELIMINARY
THIS IS NOT A BOUNDARY SURVEY. BOUNDARY INFORMATION BASED ON
FOR CAMA
CURRITUCK COUNTY GIS TAX DATA. AERIAL OVERLAY IS GEOREFERENCED
2016 IMAGERY. WATER DEPTHS SURVEYED ON 8-28-17 BY QUIBLE &
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ASSOCIATES, P.C.. USING GPS, RTK NETWORK. THIS INFORMATION SHALL
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NOT BE CONSIDERED A CERTIFIED SURVEY. THIS SHALL BE CONSIDERED
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PROPOSED WORK:
A. CONSTRUCTION OF FIVE 72 LF AND ONE 62 LF SLOTTED VINYLMARSHY
SILLS OFFSHORE FROM THE SITE.
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B. 5,500 SF OF MARSH RESTORATION AND NATIVE PLANTINGS BETWEEN
THE PROPOSED SILS AND SHORELINE.
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ROY COOPER
Governor
MICHAEL S.REGAN
Secretary
BRAXTON C. DAVIS
Director
September 13, 2019
MEMORANDUM.
NORTH CAROLINA
Environmental Quality
FROM: Gregg Bodnar, Assistant Major Permits Coordinator
NCDEQ - Division of Coastal Management
400 Commerce Ave., Morehead City, NC 28557
Fax: [phone] (Courier 04-16-33)
greag.bodnarCa)ncdenr.gov
SUBJECT: Major Modification to MP #107-15 CAMA /Dredge & Fill Application Review
Applicant: National Audubon Society
Project Location: 305 Audubon Drive, Corolla in Currituck County
Proposed Project: Construct 422 linear feet of sheetpile with marsh plantings for a living
shoreline, replace bulkheading and 3 culverts and do road maintenance to
the gravel surfaces
Please indicate below your agency's position or viewpoint on the proposed project and
return this form to Grew Bodnar at the address above by October 4, 2019. If you have any questions
regarding the proposed project, contact Ron Renaldi (252-264-3901, ext. 235) when appropriate, in-depth
comments with supporting data is requested.
REPLY: This agency has no objection to the project as proposed.
*`Additional comments may be attached"
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.
PRINT NAME
AGENCY
SIGNATURE
DATE
North Carolina Department of Environmental Quality I Division of Coastal Management
Elizabeth City Office 1 401 South Griffin Street, Suite 3001 Elizabeth City, North Carolina 27909
252.264.3901

DIVISION OF COASTAL MANAGEMENT
FIELD INVESTIGATION REPORT
MAJOR MODIFICATION TO MAJOR PERMIT #107-15
1. APPLICANT'S NAME: National Audubon Society
2. LOCATION OF PROJECT SITE: 305 Audubon Drive, Corolla, Currituck County,
adjacent to the Currituck Sound.
Lat/Long: 36.257853° N, -75.7948180 W
3. INVESTIGATION TYPE: CAMA / Dredge & Fill
4. INVESTIGATIVE PROCEDURE: Dates of Site Visit — 8/22/2019
Was Applicant Present - No
5. PROCESSING PROCEDURE: Application Received Complete — 9/9/2019
Office — Elizabeth City
6. SITE DESCRIPTION:
(A) Local Land Use Plan - Currituck County
Land Classification From LUP - Full Service Area & Conservation
(B) AEC(s) Involved: Estuarine Waters (EW), Public Trust Area (PTA) & Estuarine
Shoreline (ES)
(C) Water Dependent: Yes
(D) Intended Use: Private
(E) Wastewater Treatment: Existing - Septic
Planned - N/A
(F) Type of Structures: Existing - docking facility with a boat ramp, bulkheading,
culverts, breakwater basin, buildings, gravel two -track road
& parking area. Multiple upland buildings and roadways,
bulkheaded impoundment.
Planned - Sheetpile sills, bulkhead & culvert replacements,
road maintenance.
(G) Estimated Annual Rate of Erosion: 0.76 ft./yr.
Source - Applicant
7. HABITAT DESCRIPTION:
FILLED OTHER
(A) Shallow Bottom PTA, EW AEG's
±40 ftz
±422 ftz disturbed
(B) Estuarine Shoreline AEC
±1,373 ftz disturbed
±5,940 ft' gravel maintenance
(C) Non -Jurisdictional Highground Area
±600 ftz disturbed
(D) Total Area Disturbed: ±8,375 ftz
(E) Primary Nursery Area: No
(F) Water Classification: SC Open to Shellfishing: No

National Audubon Society
Major Modification Field Investigation Report
Page 2
8. PROJECT SUMMARY: The applicant proposes to construct 422 linear feet of
sheetpile sills with marsh plantings for a living shoreline project, replace bulkheading
and three existing culverts along an existing gravel two -track and then do road
maintenance to the gravel surfaces of the two -track and parking/turnaround area.
Project Setting
The site of the proposed development is located at 305 Audubon Drive, Corolla, Currituck
County (±2.25 miles north of the Dare County line), adjacent to the Currituck Sound. This
property was originally known as the Palmer Island Club and then subsequently renamed The
Pine Island Hunt Club. Approximately 30 years ago several parcels totaling ±3,000 acres were
donated to the National Audubon Society. The hunt club continued to operate until 2005 at
which time the Audubon Society took over full management.
All proposed development will take place within the confines of one large parcel
(ID#0128000002A0000) that is ±384 acres in size. Within this parcel is a subdivision known as
Pine Island Estates that is also owned by the Audubon Society. Based on aerial photography,
this parcel contains ±30.3 acres of 404 wetlands, ±162.2 acres of coastal wetlands and ±161.5
acres of highground. Existing man-made features within the highground area include several
single-family dwellings, the 1913 hunting lodge, several storage buildings, sheds, and garages.
A private asphalt roadway (Audubon Dr.) provides access to the property from Ocean Trail
(NC -12) as well as to the subdivision (Clarion Loop).
A ±180'x95' bulkheaded waterfowl impoundment is located within an area of 404 -wetlands
adjacent to the highground area. The impoundment is connected to a nearby man-made canal
via a 6" pipe. This canal is ±660'x8' and extends from the adjacent waterbody into the
highground area. The majority of the canal shoreline has been bulkheaded with an exception of
a section adjacent to Coastal Wetlands.
An elevated ±12' wide gravel two -track roadway extends from the highground area, through a
large area of coastal wetlands and over a waterway via a bulkheaded "land bridge" with three
15" culverts, to the shoreline area where a gravel parking/turn around area, boat launch and
docking facility are located. The bulkheading along the land bridge is showing signs of failure.
CAMA Major Permit #107-15 authorized the reconfiguration of this docking facility and all
proposed improvements to the facility have been completed. The facility is comprised of:
• ±160' of bulkheaded shoreline.
• A±4,100 ft' gravel parking/turn around area.
• A 14' wide concrete boat ramp and a 20'x4' courtesy pier that is located on the west side
of the parking area.
• A ±24'x16' storage building that is located immediately landward of normal water level
(NWL) with a 20'x14' platform over the water on the north side of the parking area.
• A±32'x25' building overthe waterwith a±47'x7' and 23'x10' L-shaped platform located
on the south side of the parking area.
• A ±75'x32' open water basin surrounded by ±234' of slotted vinyl breakwater
constructed under walkways.
8 formalized slips

National Audubon Society
Major Modification Field Investigation Report
Page 3
With the exception of the docking facility, the shoreline of the property is miles in length, natural
and abuts coastal wetlands that are dominantly black needlerush (Juncus roemerianus) and
giant cordgrass (Spartina cynosuroides).
The waters of the Currituck Sound in this area are classified as SC, are considered Joint
Waters and is closed to shellfish taking. There is ±525' of open water between the project
shoreline and marsh islands located to the west of the project site. Existing water depths within
the project area are <_1.5' below NWL and the bottom substrate is made up of fine sands and
silts. Submerged Aquatic Vegetation (SAV) was not found growing within or adjacent to the
proposed development area; however, an SAV survey conducted by Quible & Associates found
coverages of 95-100% of Widgeon grass (Ruppia maritima) growing in depths >_1.5' below
NWL.
Develooment Proposal
The applicant proposes to create a living shoreline through the construction of a 422' long
wood and/or vinyl sheetpile sill system that is broken up into five 72' sections and one 62'
section. Each section will be in an alternating V shape, with 10' of overlap and 5' gaps between
the sills. The sills will have a 1" gap per linear foot for water transfer and will average ±25'
waterward of NWL with a maximum of ±33'. When complete, a ±5,500 ft2 area between the sills
and NWL will be planted with native coastal wetland plant species (no shallow bottom filling is
proposed).
In addition, the applicant proposes to replace the bulkheading and culverts on the land bridge.
The three existing 24'x15" culverts will be excavated out and replaced with three 24'x36"
culverts to improve water flow. This will require that a ±24'x15' area of the land bridge be
excavated to a depth of 4'. A 75' section of bulkhead will be constructed on the north side of
the land bridge and a 79' section of bulkhead will be constructed along the south side of the
land bridge. The majority of this bulkheading will be replaced within the existing alignment with
a 0.5' maximum distance waterward of the alignment. The proposed bulkheading will extend
landward of NWL and will be aligned on the landward side of coastal wetlands along the
roadway. All excavated material will be loaded onto a dump truck and transported to a 30'x20'
highground area near the Lodge where it will be stored until the completion of the bulkheading
and culvert replacements. The excavated material will then be returned and additional material
brought in to raise the land bridge roadway elevation 1'-2' above the existing roadway grade.
Upon completion of the land bridge, the applicant proposes to conduct maintenance to the
gravel two -track roadway and parking/turn around area. This roadway has developed potholes
in the 2' wide gravel tracks along its length. It was indicated that gravel repairs will only be
added to the existing gravel areas and roadway expansion is not proposed.
Anticipated Impacts
• The construction of the breakwater sills along the proposed alignment will result in the
disturbance of ±422 ft2 of shallow bottom located in the PTA and EW AEC's.
• The construction of the bulkhead along the proposed alignments will result in the filling of
±40 ft2 of PTA and EW AEC's with clean fill.

National Audubon Society
Major Modification Field Investigation Report
Page 4
• The replacement of the culverts will require the excavation and temporary relocation of ±50
cubic yards of material within the Estuarine Shoreline AEC.
• The temporary relocation and storage of excavated material will result in the disturbance of
±600 ft2 of highground area.
Bulkhead and culvert installation, backfilling and grading will result in ±1,373 ft2 of land
disturbance within the Estuarine Shoreline AEC.
• The proposed culvert and bulkhead replacement will temporarily increase turbidity within the
adjacent waterbody.
• The proposed maintenance of the gravel two -track road and parking/turn around area
encompasses a ±9,587 ft2 area within the Estuarine Shoreline AEC; however, it is estimated
that ±5,940 ft2 of this area is existing impervious gravel area.
Submitted by: Ron Renaldi
Date: September 11, 2019

ROY COOPER NORTH CAROLINA
Governor Environmental Quality
MICHAEL S. REGAN
Secretary
BRAXTON C. DAVIS
Director
MEMORANDUM
TO: Gregg Bodnar, Assistant Major Permits Coordinator
FROM: Ron Renaldi, District Manager ZA(Z
DATE: 9/11/2019
SUBJECT: National Audubon Society Major Modification to MP#107-15 Recommendations
The applicant proposes to construct 422 linear feet of sheetpile sills with marsh plantings for a
living shoreline project, replace bulkheading and three existing culverts along an existing gravel
two -track and then do road maintenance to the gravel surfaces of the two -track and
parking/turnaround area.
The site of the proposed development is located at 305 Audubon Drive, Corolla, Currituck
County (±2.25 miles north of the Dare County line), adjacent to the Currituck Sound.
The development proposal involves the Public Trust Area (PTA), Estuarine Waters (EW), and
Estuarine Shoreline (ES) Areas of Environmental Concern (AEC's).
I have reviewed the Rules of the Coastal Resources Commission (CRC) as they pertain to this
project and my findings are as follows:
15A NCAC 07H.0208 Use Standards
Paragraph (a) addresses General Use Standards, and sub -paragraph (1) precludes uses that are
not water dependent within the EW and PTA and lists uses that may be considered water
dependent.
Consistent: The proposed development is consistent with the intent of this rule.
Paragraph (a)(2)(A) states that the location, design, and need for development, as well as the
construction activities involved shall be consistent with the management objective of the
Estuarine and Ocean System AEC and shall be sited and designed to avoid significant adverse
impacts upon the productivity and biologic integrity of coastal wetlands, shellfish beds,
:!::Y D_EQ�
North Carolina Department of Environmental Quality 1 Division of Coastal Management
Elizabeth City Office 1 401 South Griffin Street. Suite 301 1 Elizabeth City, North Carolina 27909

Gregg Bodnar, Assistant Major Permits Coordinator
National Audubon Society Major Modification to MP#107-15 Recommendations
9/11/2019
Page 2
submerged aquatic vegetation as defined by the Marine Fisheries Commission, and spawning
and nursery areas.
Consistent: The proposed development is consistent with the intent of this rule.
Paragraph (a)(2)(B) states that development shall comply with state and federal water and air
quality standards.
Consistent: The proposed development is consistent with the intent of this rule.
Paragraph (a)(2)(C) states that development shall not cause irreversible damage to documented
archaeological or historic resources as identified by the N.C. Department of Cultural Resources.
Consistent: The proposed development is consistent with the intent of this rule.
Paragraph (a)(2)(D) states that development shall not increase siltation.
Consistent: The proposed development is consistent with the intent of this rule.
Paragraph (a)(2)(E) states that development shall not create stagnant water bodies.
Consistent: The proposed development is consistent with the intent of this rule.
Paragraph (a)(2)(F) states that development shall be timed to avoid significant adverse impacts
on life cycles of estuarine and ocean resources.
Consistent: The proposed development is consistent with the intent of this rule.
Paragraph (a)(2)(G) states that development shall not jeopardize the use of the waters for
navigation or for other public trust rights in public trust areas including estuarine waters.
Consistent: The proposed development is consistent with the intent of this rule.
Paragraph (b) addresses Specific Use Standards. Of these, subparagraph (7) Bulkheads pertains
to this project, and those subparagraphs not listed are not applicable to this project.
Paragraph (7) Bulkheads
Subparagraph (7)(A) states, 'Bulkhead alignment, for the purpose of shoreline stabilization, shall
approximate the location of normal high water or normal water level."
Consistent: The proposed development is consistent with the intent of this rule.
Subparagraph (7)(B) states, `Bulkheads shall be constructed landward of coastal wetlands in
order to avoid significant adverse impacts to the resources."
Consistent: The proposed development is consistent with the intent of this rule.

Gregg Bodnar, Assistant Major Permits Coordinator
National Audubon Society Major Modification to MP#107-15 Recommendations
9/11/2019
Page 3
Subparagraph (7)(C) states, 'Bulkhead backfill material shall be obtained from an upland source
approved by the Division of Coastal Management pursuant to this Section, or if the bulkhead is a
part of a permitted project involving excavation from a non -upland source, the material so
obtained may be contained behind the bulkhead."
Consistent: The applicants have indicated that clean fill will be used.
Subparagraph (7)(D) states, `Bulkheads shall be permitted below normal high water or normal
water level only when the following standards are met:
(i) the property to be bulkheaded has an identifiable erosion problem, whether it results from
natural causes or adjacent bulkheads, or it has unusual geographic or geologic features, e.g. steep
grade bank, which will cause the applicant unreasonable hardship under the other provisions of
this Rule;
(ii) the bulkhead alignment extends no further below normal high water or normal water level
than necessary to allow recovery of the area eroded in the year prior to the date of application, to
align with adjacent bulkheads, or to mitigate the unreasonable hardship resulting from the
unusual geographic or geologic features;
(iii) the bulkhead alignment will not adversely impact public trust rights or the property of
adjacent riparian owners;
(iv) the need for a bulkhead below normal high water or normal water level is documented
by the Division of Coastal Management;
(v) the property to be bulkheaded is in a nonoceanfront area.
Consistent: The proposed development approximates NWL; however, the five standards
listed can be met at the proposed bulkhead location.
15A NCAC 07K 0209 Coastal Shorelines
(c) Management Objective. The management objective is to ensure that shoreline development
is compatible with the dynamic nature of coastal shorelines as well as the values and the
management objectives of the estuarine and ocean system. Other objectives are to conserve and
manage the important natural features of the estuarine and ocean system so as to safeguard and
perpetuate their biological, social, aesthetic, and economic values; to coordinate and establish a
management system capable of conserving and utilizing these shorelines so as to maximize their
benefits to the estuarine and ocean system and the people of North Carolina.
Consistent: The proposed development is consistent with the intent of this rule.
(d) Use Standards. Acceptable uses shall be those consistent with the management objectives in
Paragraph (c) of this Rule. These uses shall be limited to those types of development activities
that will not be detrimental to the public trust rights and the biological and physical functions of
the estuarine and ocean system. Every effort shall be made by the permit applicant to avoid,
mitigate or reduce adverse impacts of development to estuarine and coastal systems through the

Gregg Bodnar, Assistant Major Permits Coordinator
National Audubon Society Major Modification to MP#107-15 Recommendations
9/11/2019
Page 4
planning and design of the development project. In every instance, the particular location, use,
and design characteristics shall comply with the general use and specific use standards for
coastal shorelines, and where applicable, the general use and specific use standards for coastal
wetlands, estuarine waters, and public trust areas described in Rule .0208 of this Section.
Development shall be compatible with the following standards:
(1) All development projects, proposals, and designs shall preserve and not weaken or eliminate
natural barriers to erosion including peat marshland, resistant clay shorelines, and cypress -gum
protective fringe areas adjacent to vulnerable shorelines.
Consistent: The proposed development is consistent with the intent of this rule.
(2) All development projects, proposals, and designs shall limit the construction of impervious
surfaces and areas not allowing natural drainage to only so much as is necessary to adequately
service the major purpose or use for which the lot is to be developed. Impervious surfaces shall
not exceed 30 percent of the AEC area of the lot, unless the applicant can effectively
demonstrate, through innovative design, that the protection provided by the design would be
equal to or exceed the protection by the 30 percent limitation. Redevelopment of areas
exceeding the 30 percent impervious surface limitation may be permitted if impervious areas are
not increased and the applicant designs the project to comply with the intent of the rule to the
maximum extent feasible.
Consistent: The proposed development is consistent with the intent of this rule
(3) All development projects, proposals, and designs shall comply with the following mandatory
standards of the North Carolina Sedimentation Pollution Control Act of 1973:
(A) All development projects, proposals, and designs shall provide for a buffer zone along the
margin of the estuarine water which is sufficient to confine visible siltation within 25 percent of
the buffer zone nearest the land disturbing development.
Consistent: The proposed development is consistent with the intent of this rule.
(B) No development project proposal or design shall permit an angle for graded slopes or fill
which is greater than an angle which can be retained by vegetative cover or other erosion -control
devices or structures.
Consistent: The proposed development is consistent with the intent of this rule.
(C) All development projects, proposals, and designs which involve uncovering more than one
acre of land shall plant a ground cover sufficient to restrain erosion within 30 working days of
completion of the grading; provided that this shall not apply to clearing land for the purpose of
forming a reservoir later to be inundated.
Consistent: The proposed development is consistent with the intent of this rule.
(4) Development shall not have a significant adverse impact on estuarine and ocean resources.
Significant adverse impacts include development that would directly or indirectly impair water
quality standards, increase shoreline erosion, alter coastal wetlands or Submerged Aquatic

Gregg Bodnar, Assistant Major Permits Coordinator
National Audubon Society Major Modification to MP#107-15 Recommendations
9/11/2019
Page 5
Vegetation (SAV), deposit spoils waterward of normal water level or normal high water, or
cause degradation of shellfish beds.
Consistent: The proposed development is consistent with the intent of this rule.
(5) Development shall not interfere with existing public rights of access to, or use of, navigable
waters or public resources.
Consistent: The proposed development is consistent with the intent of this rule.
(7) Development shall not cause irreversible damage to valuable, historic architectural or
archaeological resources as documented by the local historic commission or the North Carolina
Department of Cultural Resources.
Consistent: The proposed development is consistent with the intent of this rule.
(8) Established common-law and statutory public rights of access to the public trust lands and
waters in estuarine areas shall not be eliminated or restricted. Development shall not encroach
upon public accessways nor shall it limit the intended use of the accessways.
Consistent: The proposed development is consistent with the intent of this rule.
(10) Within the Coastal Shorelines category (estuarine and public trust shoreline AECs), new
development shall be located a distance of 30 feet landward of the normal water level or normal
high water level, with the exception of the following:
(A) Water -dependent uses as described in Rule 07H .0208(a)(1) of this Section;
Consistent: The proposed development is consistent with the intent of this rule.
(G) Grading, excavation and landscaping with no wetland fill except when required by a
permitted shoreline stabilization project. Projects shall not increase stormwater runoff to
adjacent estuarine and public trust waters.
Consistent: The proposed development is consistent with the intent of this rule.
(H) Development over existing impervious surfaces, provided that the existing impervious
surface is not increased.
Consistent: The proposed maintenance of the two -track gravel road and parking/turn
around area is consistent with the intent of this rule
Based on my review of the applicable subsections of the North Carolina Administrative Code,
the permit application and plans, I recommend a Major Modification to MP#107-15 be issued to
the National Audubon Society for the development with the following condition:
1) A turbidity curtain is to be properly installed on both sides of the bulkhead & culvert
replacement area until that portion of the project is complete.

Audubon Society, Pine Island, Corolla, NC
CAMA Major- Project Narrative 08/14/19
Existing Conditions
The site is a +/- 383.58 -acre parcel of land located along the Currituck Sound in Pine Island,
Corolla, North Carolina. The site is owned by the National Audubon Society Inc. (Audubon)and
all land and wetlands are in conservation (CAMA Plan Sheet 1).
The upland portion of the property is predominantly covered by maritime forest with areas of
maintained grasses and an asphalt and gravel access road. A historic hunting lodge is located
on the property and used by Audubon for housing and operations. Wetlands along the shoreline
contain wax myrtle, groundsel bush, black needle rush, giant cordgrass, bull rush, and cattails.
A di goad runs from the existing historic hunting lodge through the marsh to two existing
�„r„ap tiaK structures, bulkheading, concrete boat ramp, and docking facility along the shore of the property
znn (CAMA Plan Sheet 2). The boat house, storage building and associated docks and ramp are
currently used by Audubon for access to the Currituck Sound and what is shown as Baum
Creek on the USGS Topographic Quadrangle. In addition, a local ecotourism company that
offers kayak tours of the marsh islands and waterways of the Currituck Sound uses the access.
A land bridge created by bulkhead with three 15" RCP culverts connections provides access
across the water to the waterfront facilities. The marsh shoreline for the entire property is
experiencing substantial erosion and loss of emergent wetland shoreline. The shoreline around
the boat house and land bridge are especially threatened and much of the marsh mat is being
undermined resulting in large sections of coastal marsh slumping into the sound and creeks.
Proposed Work
Proposed work requiring a Major Modification to CAMA Major #107-15 includes the construction
of 422 linear feet of Marsh Sill (vertical timber and/or vinyl wall) and accompanying marsh
plantings to create a "Living Shoreline". The Marsh Sill structure will be placed offshore of the
marsh as shown on the attached CAMA Plan Sheet 2 to create a quiescent area for marsh
restoration. Five (5) 72 linear feet long sills and one 62 linear feet sills are proposed. Each
Marsh Sill will be in an alternating V shape, with 10 feet overlaps and five feet gaps as shown
on the attached CAMA Plan Sheet 2. The Marsh Sill will create an area of +/- 5,500 SF for
marsh restoration using native emergent wetlands species.
The sills and marsh restoration are intended to help better protect the property from the
prevailing SW winds and to restore and strengthen the shoreline. In addition, two new
bulkheads are proposed to replace the existing failing bulkheads along the land bridge to help
protect the existing road. As well as replacing the bulkheads Audubon wishes to replace the
existing 15' culverts with three new larger 36" culverts to improve flow within the system. To
accommodate the new bulkhead and culverts, 1 to 2 feet of fill is proposed within an area of
1,373 SF between the two bulkheads. Maintenance of the existing historic gravel road is also
proposed. No expansion of the road is proposed, only maintenance of existing two track
surfaces and the parking/turnaround area at the exsiitng docking facilities. Roughly a 9,587 SF
area of this road falls within the AEC. All proposed work is shown on the attached CAMA Plan
Sheets 2 and 3.
SAV Findings
A SAV evaluation was conducted by Quible & Associates on July 1st, 2019 reconfirming the
SAV survey completed on August 30th, 2017. SAV surveying consisted of a cursory analysis of
SAV throughout the Site to understand the extent and coverage of SAV. Throughout the area of
review, water depths, substrate types, and SAV identification was performed. A survey grade
GPS RTK Network was used to collect water depths within the area of review. Coverages of 95-

Audubon Society, Pine Island, Corolla, NC
CAMA Major- Project Narrative 08/14/19
100% Rupia maritime (Widgeon Grass) were found in the 1.5 to 3 feet water depth range with
some occurrence (<5%) of Myriophyllum spicatum (Eurasion Watermilfoil). In the near shore (0
to 1.5 ft range) environment, the substrate is predominately muck and old marsh mat with only
small traces (<5% or less) of SAV present very sporadically. The proposed sills are designed in
shallow water to avoid SAV impacts. An SAV Report is attached as Appendix A.
Need
The shoreline is eroding, and the marsh mat is being undermined which accelerates erosion
and results in the loss of emergent wetlands. The concern is that the marsh will erode, and the
existing "pond" will be connected to "Baum Creek" (Refer to CAMA Plan). Audubon would like
to take steps to strengthen the shoreline and curtail erosion to the maximum extent possible in
the locations as shown on the attached Figures. In addition, the land bridge is beginning to
wash out through and possibly underneath the old existing wooden bulkheads. This area needs
to be addressed before the historically used road becomes unusable.

AaP�^�1�x A
July 1't 2019 SAV Review
Audubon Pine Island Sanctuary and Center
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 a Submerged Aquatic Vegetation (SAV)
study conducted in the Currituck Sound immediately adjacent to and in close proximity of
the subject property (Study Area) located in Pine Island, Corolla in Currituck County.
The Physical Property (Site) is located on the west side NC Highway 12 N on Audubon
Drive in Corolla, NC (Exhibit A Relevant portion of USGS Topographic Quadrangle-
Mossey Islands).
The Study Area shown on the attached CAMA Plan, includes approximately 380 linear
feet of shoreline and extends 150 feet into the Currituck Sound. The August 30th SAV
review was conducted to examine the substrate of shallow waters adjacent to the Site
for the presence or absence of SAV, and to document the conditions that may relate to
SAV habitat. The SAV survey was conducted during the growing season as required by
resource management agencies.
Generally, SAV found in this area of the Currituck Sound prefers lower energy shallow
water areas where significant photic penetration through the water column to the
substrate persists. These species generally go dormant in the winter months as water
temperatures decrease and foliage dissipates.
II. Methodology
The accompanying base map (CAMA Plan Sheet 2) includes 2016 aerial photography
provided by Currituck County with the study area identified. Water depth surveying was
conducted throughout the Site on August 30th, 2017 and reconfirmed on July 1 s' 2019.
Depths were collected using survey -grade GPS using an RTK network. Water depths
are shown as contours on accompanying CAMA Plan and are relative to Normal Water
Level (NWL).
SAV surveying consisted of an in -water review (using mask and snorkel) and analysis of
SAV in the near shore where the proposed work is to occur and adjacent to the project
area. Throughout the area of review, water depths, substrate types, and SAV
identification was performed and general notes were taken about the conditions
observed.
III. Findings and Observations
On July 1st, 2019, the winds were light (+/- 10 mph from the SW) and wind tide and
precipitation rates resulted in slightly above Normal Water Level (NWL) conditions. This
was evident from biological indicators (barnacles) marsh edge water marks etc...
The creeks and open waters in and around the marsh islands on the Audubon Sanctuary
shoreline are historically SAV habitat. A formal series of transects were not established
due to the obvious presence of SAV; however, in areas immediately adjacent to the
shore (less than -1.0 feet of water) only ripped up SAV that was not rooted was
observed.
All areas of substrate that were greater than 1.5 feet in water depth supported SAV to
some degree on the date of the review. In general, the dominant species found was
Widgeon Grass (constituting 95% of all species observed) and thick beds (95%-100%
coverage on average) were observed in water greater than 1.5 feet below normal water

July 1612019 SAV Review
Audubon Pine Island Sanctuary and Center
level. Aerial coverage averaged 45 percent with some beds of Widgeon Grass show
heavy seeding and other beds already beginning to dehisce.
IV. DISCUSSION and CONCLUSION
The findings of this study indicate that the Study Area does currently and is known to
historically support SAV.
The proposed Living Shoreline is sited in shallow waters to avoid adversely impacting
SAV and SAV habitat and promote emergent wetlands regeneration. SAV was not
found to grown in loose organic soils immediately around the boat house and in shallow
water less than 1.0 foot below Normal Water Level on the date of this survey.
V. References
Aquatic Weeds: A Pocket Identification Guide for the Carolinas, 2012, NC State
University Crop Science.
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, 2012, Digital Color Aerial Photography.
Seagrass-Watch Percent Cover Standards, 2010, http://sea.grasswatch.or
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DCM MP -1
APPLICATION for
Major Development Permit
(last revised 12/27/06)
North Carolina DIVISION OF COASTAL MANAGEMENT
1. Primary Applicant Landowner Information
Business Name
Project Name (it applicable)
National Audubon Society
Quible & Associates, P.C.
Applicant 1: First Name
MI
Last Name
Last Name
Robert
Fearn
Agent/ Contractor 2: First Name
Applicant 2: First Name
MI
Last Name
Mailing Address
If additional applicants, please attach an additional page(s) with names listed.
City
State
Mailing Address
PO Box
City
Kitty Hawk
State
300 Audubon Drive
Corolla
NC
ZIP
Country
Phone No.
252 - 261 -3300 ext.
FAX No.
27927
USA
25? -453-0603
ext.
252 261 1260
- -
Street Address (if different from above)
City
State
ZIP
305 Audubon Drive
Corolla
NC
27927-
Email
27966 -
Email
[e-mail]
[e-mail]
2. AgentContractor Information
Business Name
Quible & Associates, P.C.
Agent/ Contractor 1: First Name
MI
Last Name
Troy
Murphy
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 N
252 261 1260
Street Address (if different from above)
City
State
ZIP
8466 Caratoke Highway
Powells Point
NC
27966 -
Email
[e-mail]
<Form continues on back>
252-808.2608 .. 1.888.411COA5T .. www.nccoastalmanagement.riet

Form DCM MP -1 (Page 2 of 4) APPLICATION for
Received Major Development Permit
3. Project Location
County (can be multiple)
Street Address D G NI_E G
State Rd. N
Currituck
305 Audubon Drive
383.58 Acres
Subdivision Name
City
State
Zip
Pine Island
Corolla
NC
27927-
Phone No.
Lot No.(s) (if many, attach additional page with list)
252 - 453 - 0603 ext.
N/A, I I ,
a. In which NC river basin is the project located?
b. Name of body of water nearest to proposed project
Pasquotank
Baum Creek
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
Currituck Sound
e. Is proposed work within city limits or planning jurisdiction?
I. If applicable, list the planning jurisdiction or city limit the proposed
®Yes []No
work falls within.
Currituck County
4. Site Description
a.
Total length of shoreline on the tract (ft.)
b. Size of entire tract (scift)
+/- 25,000 LF
383.58 Acres
c.
Size of Individual lot(s)
d. Approximate elevation of tract above NHW (normal high water) or
N/A,
NWL (normal water level)
4 ft ❑NHW or ®NWL
(If many lot sizes, please attach additional page with a list)
e.
Vegetation on tract
The lot is predominantly wetlands and maritime forest with few areas of maintained grasses.
f.
Man-made features and uses now on tract
Historic hunting lodges and storage structures with a boathouse, bulkhead, boat ramp, timber pier, and slips. An asphalt
entrance road and some gravel and dirt roads provide throughout the property.
g.
Identify and describe the existing land uses adiacent to the proposed project site.
Maritime forest and wetlands.
h.
How does local government zone the tract?
I. Is the proposed project consistent with the applicable zoning?
SFO - Single -Family Residential Outer Banks
(Attach zoning compliance certificate, if applicable)
®Yes []No ❑NA
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 [INA
National Register listed or eligible property?
<Form continues on next page>
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Form DCM MP -1 (Page 3 of 4) 1 APPLICATION for
Received Major Development Permit
i,..a 6
m. (I) Are there wetlands on the site? y''� (' { vJ ®Yes []No
(ii) Are there coastal wetlands on the site? I J 1.r 1,A -E f1.2 ®Yes ❑No
(iii) If yes to either (i) or (ii) above, has a delineation been conducted? ❑Yes SNo
(Attach documentation, ii available)
n. Describe existing wastewater treatment facilities.
Onsite septic
o. Describe existing drinking water supply source.
Private Well
p. Describe existing storm water management or treatment systems.
No SWMP
5. Activities and Impacts
a.
Will the project be for commercial, public, or private use? ❑Commercial ❑Public/Government
SPrivate/Community
b.
Give a brief description of purpose, use, and daily operations of the project when complete.
The purpose of this project is to restore and protect the shoreline along a section of the Audubon's tract that has experienced
shoreline erosion and marsh loss. The daily use of the propertywill continue to be the same; kayak tourss, bird watching, and
activities and research conducted by Audubon.
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 and vibrating hammer, excavators, and conventional constructions equipment.
d.
List all development activities you propose.
Five 72 LF vinyl slotted sills and one 62 LF vinyl slotted sills, and 5,500 SF of native marsh planting/restoration. Also the
timber bulkheads around the existing road are proposed to be replaced with vinyl/wood, as well as the culverts that run under
the road. See attached project narative for a detailed description of all proposed work.
e.
Are the proposed activities maintenance of an existing project, new work, or both? Both
I.
What is the approximate total disturbed land area resulting from the proposed project? 9,587 SSq.Ft or ❑Acres
g.
Will the proposed project encroach on any public easement, public accessway or other area ❑Yes SNo [INA
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 SNo []NA
If yes, will this discharged water be of the same salinity as the receiving water? ❑Yes ❑No SNA
j.
Is there any mitigation proposed? ❑Yes ❑No SNA
If yes, attach a mitigation proposal.
<Form continues on back>
252800.2808 .. 1-888-4RCOAST ., www.nccoastalmanagement.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) — (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.
I. A list of the names and complete addresses of the adjacent waterfront (riparian) landowners and signed return receipts as proof that such
owners have received a copy of the application and plats by certified mail. Such landowners must be advised that they have 30 days in
which to submit comments on the proposed project to the Division of Coastal Management.
Name Magnolia Bay Property Owners Association Inc. Phone No.
C/O Ann E. Colombell
Address PO Box 216 Corolla NC 27927
Name Palmer's Island Club Property Owners Association Inc. Phone No.
Address PO Box 2054 Kitty Hawk, NC 27949
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 107-15, National Audubon Scoiety, 09/30/15
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 properly 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 t e information provided in this application is truthful to the best of my knowledge.
Date / Print Name
Signature yy
ev: f8
Please indicate application attachments pertaining to your proposed project.
®DCM MP -2 Excavation and Fill Information ®DCM MP -5 Bridges and Culverts "' G
®DCM MP -3 Upland Development qq f
®DCM MP -4 Structures Information
252-808.2808 .. 1.888.4RCOAST .. www.ncco.istalmnnar4e ment.net

Form DCM MP -2
EXCAVATION and FILL
(Except for bridges and culverts)
�c��:�itafr
[i G Arl--F ("
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
Channel
(NLW or
Canal
Boat Basin
Boat Ramp
Rock Groin
Rock
Breakwater
(excluding
shoreline
or other wetlands (WL)? If any boxes are checked, provide the
NWL)
number of square feet affected.
❑CW ❑SAV ❑SB
stabilization
Length
OWL ❑None
(ii) Describe the purpose of the excavation in these areas:
2.
DISPOSAL OF EXCAVATED MATERIAL
Width
a.
Location of disposal area.
b. Dimensions of disposal area.
c.
(i) Do you claim title to disposal area?
d. (i) Will a disposal area be available for future maintenance?
Avg. Existing
[]Yes []No ❑NA
(ii) If no, attach a letter granting permission from the owner.
(ii) If yes, where?
NA
NA
Depth
Final Project
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.
c.
(i) Does the area to be excavated include coastal wetlands/marsh
d. High -ground excavation in cubic yards.
(CW), submerged aquatic vegetation (SAV), shell bottom (SB),
or other wetlands (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:
2.
DISPOSAL OF EXCAVATED MATERIAL
®This section not applicable
a.
Location of disposal area.
b. Dimensions of disposal area.
c.
(i) Do you claim title to disposal area?
d. (i) Will a disposal area be available for future maintenance?
[]Yes ❑No [INA
[]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
OWL ❑None
(ii) Describe the purpose of disposal in these areas:
f. (i) Does the disposal include any area in the water?
❑Yes []No []NA
(ii) If yes, how much water area is affected?
252-808-2608 :: 1-8884HCOAST :: wwv+.nccoast:dmanagementdwt revised: 12:28�013

Form DCM MP -2 (Excavation and Fill, Page 2 of 3)
3. SHORELINE STABILIZATION E] This section not applicable
(If development is a wood groin, use MP -4 — Structures)
a. Type of shoreline stabilization: b. Length: 75 LF and 79 LF bulkheads. five 72 LF sill, one 62 LF sill
®Bulkhead ❑Riprap ®Breakwater/Sill []Other:
c. Average distance waterward of NHW or NWL: loft
e. Type of stabilization material:
Timber and Vinyl sheetpling
g. Number of square feet of fill to be placed below water level.
Bulkhead backfill +/- 40 SF Riprap
Breakwater/Sill Other
I. Source of fill material.
Clean sand fill material
4. OTHER FILL ACTIVITIES
(Excluding Shoreline Stabilization)
a. (1) Will fill material be brought to the site? ®Yes ❑No []NA
If yes,
(ii) Amount of material to be placed in the water 0 SF
(iii) Dimensions of fill area 1,373 SF
(iv) Purpose of fill
To raise bulkhead height from existing and improve the
existing road and allow for new larger culverts.
I5. GENERAL
a. How will excavated or fill material be kept on site and erosion
controlled?
Any fill material required for roadway maintenance will be placed
on road bed or behind bulkhead and stabilized. Silt fence will be
used to prevent any sediment from entering open waters and
wetlands.
c. (i) Will navigational aids be required as a result of the project?
❑Yes ®No ❑NA
(it) If yes, explain what type and how they will be implemented.
0s/u/7
Date
Width: 1ft
d. Maximum distance watenvard of NHW or NWL: 0.5 ft for
bulkhead and 33 If for sills
f. (i) Has there been shoreline erosion during preceding 12
months?
®Yes ❑No ❑NA
(ii) If yes, state amount of erosion and source of erosion amount
information. \
QS. ]3 rnckr��vtar Crl�.�te itt+��)eci
h. Type of fill material.
Clean sand and gravel as needed and specified in structural
drawings for culvert replacement
❑This section not applicable
b. (i) Will fill material be placed in coastal wetlands/marsh (CW),
submerged aquatic vegetation (SAV), shell bottom (SB), or
other wetlands (WL)? If any boxes are checked, provide the
number of square feet affected.
❑CW ❑SAV _ ❑SB
❑WL ®None
(ii) Describe the purpose of the fill in these areas:
N/A
b. What type of construction equipment will be used (e.g., dial
backhoe, or hydraulic dredge)?
Barge and vibrating hammer, excavators, and conventional
constructions equipment.
d. (i) Will wetlands be crossed in transporting equipment to project
site? ❑Yes ®No ❑NA
(if) If yes, explain steps that will be taken to avoid or minimize
environmental impacts.
Project Name
ceived
252-408-2606 :: 1.888-4RCOAST :: wvvvr.neeoastalmanage�nmit•net revised: 1226'06

Form DCM MP -2 (Excavation and Fill, Page 3 of 3)
Applicant Na e
Received
Applic7an g ature
DCM-EC
252-808-2808 :: 1.888.4RCOAST :: www.nc coastal_ man age ment.net revised: 12126!06

Form DCM MP -3
UPLAND DEVELOPMENT
(Construction and/or land disturbing activities)
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.
GENERAL UPLAND DEVELOPMENT
a. Type and number of buildings, facilities, units or structures b. Number of lots or parcels.
proposed. 1
N/A
c. Density (give the number of residential units and the units per
acre).
N/A
e. If the proposed project will disturb more than one acre of land, the
Division of Land Resources must receive an erosion and
sedimentation control plan at least 30 days before land -disturbing
activity begins.
(i) If applicable, has a sedimentation and erosion control plan been
submitted to the Division of Land Resources?
❑Yes ❑No ®NA
(it) If yes, list the date submitted:
g. Give the percentage of the tract within the coastal shoreline AEC to
be covered by impervious and/or built -upon surfaces, such as
pavement, building, rooftops, or to be used for vehicular driveways
or parking.
<1%
i. Give the percentage of the entire tract to be covered by impervious
and/or built -upon surfaces, such as pavement, building, rooftops,
or to be used for vehicular driveways or parking.
j. Describe proposed method of sewage disposal.
N/A
I. Describe location and type of proposed discharges to waters of the
state (e.g., surface runoff, sanitary wastewater, industriaV
commercial effluent, "wash down" and residential discharges).
No discharges proposed.
d. Size of area to be graded, filled, or disturbed including roads,
ditches, etc.
9,587 SF existing historic gravel road maintenance
f. List the materials (such as marl, paver stone, asphalt, or concrete)
to be used for impervious surfaces.
Gravel
h. Projects that require a CAMA Major Development Permit may also
require a Stormwater Certification.
(i) Has a site development plan been submitted to the Division of
Water Quality for review?
❑Yes ❑No ®NA
(ii) If yes, list the date submitted:
k. Have the facilities described in Item (i) received state or local
approval?
❑Yes ❑No ®NA
If yes, attach appropriate documentation.
m. Does the proposed project include an innovative stormwater
design?
❑Yes ❑No UNA
If yes, attach appropriate documentation.
kleceived
G rAl- G
252-608-28082:: 1-888.4RCOAST :: www.ncconsWInwgngemen t.uet revised: 1212606

Form DCM MP -3 (Upland Development, Page 2 of 2)
m. Describe proposed drinking water supply source (e.g., well,
community, public system, etc.)
N/A
o. When was the lot(s) platted and recorded?
Unkown
-7,L l�
Data
Project Name
77 l re. l
Applicant Name
AppWant Sigfi"ature
(I) Will water be impounded? []Yes ❑No ®NA
(ii) If yes, how many acres?
p. If proposed development is a subdivision, will additional utilities be
Installed for this upland development?
❑Yes ❑No ®NA
Received
D C M -E l�
252-808-2808 :: 1.888.41RCOAST ;: www.nccoa�,taimanagement.net revised: 12I26M6

Form DCM MP -4
STRUCTURES
(Construction within Public Trust Areas)
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.
1. DOCKING FACILITY/MARINA CHARACTERISTICS ®This section not applicable
a. (i) Is the docking facility/marina: b. (i) Will the facility be open to the general public?
❑Commercial ❑Public/Government ®Private/Community ❑Yes ❑No
c. (i) Dock(s) and/or pier(s)
d. (!)Are Finger Piers included? ❑Yes ❑No
(ii) Number
If yes:
(iii) Length
(ii) Number
(iv) Width
(iii) Length
(v) Floating []Yes ❑No
(iv) Width
(v) Floating []Yes ❑No
e. (i) Are Platforms included? []Yes []No
f. (i) Are Boatlifts included? ❑Yes ❑No
If yes:
If yes:
(ii) Number
(ii) Number
(iii) Length
(iii) Length
IN) Width
(iv) Width _
(v) Floating ❑Yes ❑No
Note: Roofed areas are calculated from dripline dimensions.
g. (i) Number of slips proposed
h. Check all the types of services to be provided.
❑ Full service, including travel lift and/or rail, repair or
(ii) Number of slips existing
maintenance service
❑ Dockage, fuel, and marine supplies
❑ Dockage ("wet slips") only, number of slips:
❑ Dry storage; number of boats:
❑ Boat ramp(s); number of boat ramps:
❑ Other, please describe:
1. Check the proposed type of siting:
❑ Land cut and access channel
❑Open water; dredging for basin and/or channel
❑Open water; no dredging required
❑Other; please describe:
k. Typical boat length:
m. (i) Will the facility have tie pilings?
❑Yes ❑No
(ii) If yes number of tie pilings?
j. Describe the typical boats to be served (e.g., open runabout,
charter boats, sail boats, mixed types).
/a
I. (1) Will the facility be open to the general public?
❑Yes []No
252.808-2808 :: 1 688 4RCOAST :: www.necc)astaluianaDemo-r7Lnet revised: 17r2710G

Form DCM MP -4 (structures, Page 2 of 4)
2.
DOCKING FACILITY/MARINA OPERATIONS
®This section not applicable
a.
b.
Check each of the following sanitary facilities that will be included in the proposed project.
❑ Office Toilets
❑ Toilets for patrons; Number: _; Location:
❑ Showers
❑ Boatholding tank pumpout; Give type and location:
Describe treatment type and disposal location for all sanitary wastewater.
c.
Describe the disposal of solid waste, fish offal and trash.
d.
How will overboard discharge of sewage from boats be controlled?
e.
(i) Give the location and number of "No Sewage Discharge" signs proposed.
(ii) Give the location and number of "Pumpout Available" signs proposed.
I.
Describe the special design, if applicable, for containing industrial type pollutants, such as paint, sandblasting waste and petroleum products.
g.
Where will residue from vessel maintenance be disposed of?
h.
I.
Give the number of channel markers and "No Wake" signs proposed.
Give the location of fuel -handling facilities, and describe the safety measures planned to protect area water quality.
J.
What will be the marina policy on overnight and live -aboard dockage?
k.
Describe design measures that promote boat basin flushing?
Received
I.
If this project is an expansion of an existing marina, what types of services are currently provided?
i' i f2 p} (i^e' y;
m.
Is the marinaldocking facility proposed within a primary or secondary nursery area?
❑Yes [-]No
252-808-2808 :: 1-888.4RCOAST :: wwwmccoastalmanagement.net
revised: 1227,06

Form DCM MP -4 (Structures, Page 3 of 4)
n. Is the marinaldocking facility proposed within or adjacent to any shellfish harvesting area?
❑Yes ❑No
o. Is the marina/docking facility proposed within or adjacent to 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 OSB
OWL ❑None
p. Is the proposed marma/docking facility located within or within close proximity to any shellfish leases? ❑Yes ❑No
If yes, give the name and address of the leaseholder(s), and give the proximity to the lease.
3. BOATHOUSE (including covered lifts) ®This section not applicable
a. (i) Is the boathouse structure(s):
❑Commercial ❑Public/Government ❑Private/Community
(ii) Number
(iii) Length
(iv) Width
Note: Roofed areas are calculated from dripline dimensions.
4. GROIN (e.g., wood, sheetpile, etc. If a rock groin, use MP -2, Excavation and Fill.) ®This section not applicable
a. (i) Number
(ii) Length
(iii) Width
5. BREAKWATER (e.g., wood, sheetpile, etc.) ❑This section not applicable
a. Length (5) 72 LF breakwater b. Average distance from NHW, NWL, or wetlands
(1) 62 LF breakwater 25 It
422 LF total
c. Maximum distance beyond NHW, NWL or wetlands
-33 ft
6. MOORING PILINGS and BUOYS ®This section not applicable
a. Is the structure(s):
❑Commercial ❑Public/Government ❑Private/Community
a Distance to be placed beyond shoreline
Note: This should be measured from marsh edge, if present.
e. Arc of the swing
b. Number
d. Description of buoy (color, Inscription, size, anchor, etc.)
D i {�-E k ;
262-808-2808:: 1.888-4RCOAST :: www.mccoastatmarargenient.net revised: 12127106

Form DCM MP -4 (Structures, Page 4 of 4)
7. GENERAL
a. Proximity of structure(s) to adjacent riparian property lines b. Proximity of structure(s) to adjacent docking facilities.
—1.5 miles to the North and —2 miles to the South —2 miles to the North and -2.4 miles to the South
Note: For buoy or mooring piling, use arc of swing including length
of vessel.
c. Width of water body
Approx. 525 ft
e. (i) Will navigational aids be required as a result of the project?
[]Yes ®No [INA
(ii) If yes, explain what type and how they will be Implemented.
d. Water depth at waterward end of structure at NLW or NWL
Approx. - 1.5 it for the breakwaters
18. OTHER ®This section not applicable I
a. Give complete description:
Received
Date
Project Name
M D C 11,71-E
Applicant Name
pplicant Ignature
252-808.2808 :: 1-888-4RCOAST :: www.nccoastalinarragernent.net revised: 12127106

Form DCM MP -5
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.
1. BRIDGES ®This section not applicable
a. Is the proposed bridge: b. Water body to be crossed by bridge:
❑Commercial ❑Public/Government ❑Private/Community
c. Type of bridge (construction material):
e. (i) Will proposed bridge replace an existing bridge? []Yes []No
If yes,
(ii) Length of existing bridge:
(iii) Width of existing bridge:
(iv) Navigation clearance underneath existing bridge:
(v) Will all, or a part of, the existing bridge be removed?
(Explain)
g. Length of proposed bridge:
i. Will the proposed bridge affect existing water flow? ❑Yes []No
If yes, explain:
k. Navigation clearance underneath proposed bridge:
m. Will the proposed bridge cross wetlands containing no navigable
waters? ❑Yes ❑No
If yes, explain:
d. Water depth at the proposed crossing at NLW or NWL:
f. (i) Will proposed bridge replace an existing culvert? []Yes ❑No
If yes,
(ii) Length of existing culvert: _
(iii) Width of existing culvert: _
(iv) Height of the top of the existing culvert above the NHW or
NWL: _
(v) Will all, or a part of, the existing culvert be removed?
(Explain)
h. Width of proposed bridge:
j. Will the proposed bridge affect navigation by reducing or
increasing the existing navigable opening? []Yes []No
If yes, explain:
I. Have you contacted the U.S. Coast Guard concerning their
approval? []Yes ❑No
If yes, explain:
n. Height of proposed bridge above wetlands:
2. CULVERTS ❑This section not applicable
a. Number of culverts proposed: 3
Weaved
b. Water body in which the culvert is to be placed:
Tributary to the Curriutck Sound
< Form continues on back>
252-806-2806 :: 1-6ttrtS' A ' !: www.nccoastahnanagement.net revised: 10126106

-Form DCM MP -5 (Bridges and Culverts, Page 2 of 4)
c. Type of culvert (construction material):
Reinforced concrete pipe/or corigated steel
d. (i) Will proposed culvert replace an existing bridge?
[]Yes ONO
If yes,
(ii) Length of existing bridge:
(iii) Width of existing bridge:
(iv) Navigation clearance underneath existing bridge:
(v) Will all, or a part of, the existing bridge be removed?
(Explain)
I. Length of proposed culvert: 24'
h. Height of the top of the proposed culvert above the NHW or NWL.
+/- 0.5'
j. Will the proposed culvert affect navigation by reducing or
Increasing the existing navigable opening? ❑Yes ONO
If yes, explain:
e. (i) Will proposed culvert replace an existing culvert?
®Yes []No
If yes,
(it) Length of existing culvert(s): 24'
(iii) Width of existing culvert(s): 15"
(Iv) Height of the top of the existing culvert above the NHW or
NWL: +/- 0.25'
(v) Will all, or a part of, the existing culvert be removed?
(Explain) Al of the the existng culverts will be
removed.
g Width of proposed culvert: 36"
1. Depth of culvert to be buried below existing bottom contour.
—1.5' on the N side, none will be buried on the S side
k. Will the proposed culvert affect existing water flow?
®Yes []No
If yes, explain: Water flow will be improved by the
additions of the new proposed culverts.
3. EXCAVATION and FILL ❑This section not applicable
a. (i) Will the placement of the proposed bridge or culvert require any
excavation below the NHW or NWL? ❑Yes ONO
If yes,
(ii) Avg. length of area to be excavated:
(iii) Avg. width of area to be excavated:
(iv) Avg. depth of area to be excavated:
(v) Amount of material to be excavated in cubic yards:
c. (1) Will the placement of the proposed bridge or culvert require any
high -ground excavation? ®Yes []No
If yes,
(it) Avg. length of area to be excavated: 24ft
(iii) Avg. width of area to be excavated: 15ft
(iv) Avg. depth of area to be excavated: 4 1t
(v) Amount of material to be excavated in cubic yards: +/+/50
b. (1) Will the placement of the proposed bridge or culvert require any
excavation within 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 the excavation in these areas:
Received
DCM_E (:
252-8082808 :: 1-888.4RCOAS'T :: www,nccoagtalmanagement.not revised: 10126,06

Form DCM MP -5 (Bridges and Culverts, Page 3 of 4)
d. If the placement of the bridge or culvert involves any excavation, please complete the following:
(i) Location of the spoil disposal area: Within the Aubudbon's property near the existing residence.
(ii) Dimensions of the spoil disposal area: 20'x 30'
(!!!)Do you claim title to the disposal area? ®Yes []No (If no, attach a letter granting permission from the owner.)
(iv) Will the disposal area be available for future maintenance? ®Yes ❑No
(v) Does the disposal area include any coastal wetlands/marsh (CW), submerged aquatic vegetation (SAVs), other wetlands (WL), or shell
bottom (SB)?
❑CW ❑SAV OWL ❑SB ®None
If any boxes are checked, give dimensions if different from (ii) above.
(vi) Does the disposal area include any area below the NHW or NWL? ? []Yes ®No
If yes, give dimensions if different from (ii) above.
e. (i) Will the placement of the proposed bridge or culvert result in any
fill (other than excavated material described in Item of above) to
be placed below NHW or NWL? ❑Yes ®No
If yes,
(ii) Avg. length of area to be filled:
(iii) Avg. width of area to be filled:
(iv) Purpose of fill:
g. (i) Will the placement of the proposed bridge or culvert result in any
fill (other than excavated material described In Item d above) to
be placed on high -ground? []Yes ®No
If yes,
(ii) Avg. length of area to be filled:
(iii) Avg. width of area to be filled:
(iv) Purpose of fill:
f. (i) Will the placement of the proposed bridge or culvert result in any
fill (other than excavated material described in Item d above) to
be placed within coastal wetlands/marsh (CW), submerged
aquatic vegetation (SAV), shell bottom (SB), or other wetlands
(WL)? If any boxes are checked, provide the number of square
feet affected.
❑CW ❑SAV ❑SB
OWL ®None
(it) Describe the purpose of the excavation in these areas:
a. Will the proposed project require the relocation of any existing b. Will the proposed project require the construction of any temporary
utility lines? []Yes ®No detour structures? []Yes ®No
If yes, explain: If yes, explain:
If this portion of the proposed project has already received
approval from local authorities, please attach a copy of the
approval or certification.
Received
< Form continues on back>
Cpl
252-808-2808 :: 1.888-4RCOAS7 :: www.nccoastalmanagement.net revised: 10,26i06

'Form DCM MP -5 (Bridges and Culverts, Page 4 of 4)
c. Will the proposed project require any work channels?
[]Yes ®No
If yes, complete Form DCM-MP-2.
e. What type of construction equipment will be used (for example,
dragline, backhoe, or hydraulic dredge)?
Excavators, dump trucks, backhoes, vibratory hammer
g. Will the placement of the proposed bridge or culvert require any
shoreline stabilization? ®Yes []No
If yes, complete form MP -2, Section 3 for Shoreline
Stabilization only.
Date
A16%4Yl t- ,i--SKlI^Q
Project Name
Applicant Name' it— _T
Applicant Signtlture
d. How will excavated or fill material be kept on site and erosion
controlled?
Any fill material required for roadway will be placed on road
bed or behind bulkhead and stablized. Silt fence will be
used to prevent any sediment from entering open
waters and wetlands.
I. Will wetlands be crossed in transporting equipment to project site?
❑Yes ®No
If yes, explain steps that will be taken to avoid of minimize
environmental impacts.
Receivea
10C� -EG
252-808-2808 :: 1-8884RCOAST :: wwwmccoastalmanagement.ngt revised: 10x26106

BOOK 913 PAGE 15 0
G
/' Collector Cerl'aa Teat o que¢t Taxes yyO
r—�-S;n° Doc 10: 03.Y t.38 PM �/
Due. Dal y-e+'(:ertdiretl0¢ pocor%d: 11/22/100 ;t, <
ex[Ilan. 6�b0 CyOW1I18 certification date. Fee Amt: 523 W Pe0
�• Exclee Tex: jo.00
C\^' Wlit"kY0pov0V,pepSeter of Daeds
'J/,n'^ ^ Cherl1 P0150-153
'I'RANSFh''rrI2����T,...A.X AMOUNT lY�"' X913
DATE/COQeE Il,)a-.9405
16n -
STATE OF �y�tTH CAROLINA Prepared by and return to:
ll++tt,' Thomas P. Nash, IV '
COUNTY OF CPI�RITUCK 200 N. Water St. #2A
'�`0 Elizabeth City, NC 27909
THIS DEED, ade and entered into this 30th day of June,
2005, by and between EARL F. SLICK and wife, JANE P. SLICK,
Parties of the First Part, hereinafter called the Grantors, to
NATIONAL AUDUBON SOC ETY, INC., a nonprofit corporation
organized and exis J under the laws of the State of New York,
with offices locate t 700 Broadway, New York, NY 10003, Party
of the Second Part, iinafter called Grantee;
W'yll.T N E S S E T H:
That the Grantors in consideration of an exchange of real
estate and a gift unto grarpee, by these presents do, for
themselves, their heirs and signs, convey, remise and release
unto the Grantee, its successors and assigns, all title and
interest of the Grantors in ar6 to the following described
rights, privileges and propert}Olocated in Currituck County,
North Carolina and Dare County, rth Carolina, including all
marshland, beach land islands of rsh and lands covered by
water contiguous and adjacent the o and islands in Currituck
Sound, together with riparian and retive rights incident to
the ownership thereof: 11
All hunting and shooting rights, blinds and licensed blind
locations owned by the Grantors north of a straight line
running eastwardly from designated Zgint A to designated
Point B in the following description the course and
distance of said line being North 43'()B' 56" East 8,394.76
feet, the designated Point A and Point being more
particularly designated as follows: `C'�'
C
Received

BOUX 913 PAGE 151
G, BEGINNING at a point in the north line of Pine Island
property currently owned by the Grantee in Currituck
O County, said point of beginning being a common corner of
the Grantee and the now or formerly Currituck Shooting Club
`C,C\ on the eastern edge of that part of Currituck Sound known
\?*as Beasley Bay, said point also being in the west margin of
nre Outer Banks and being located North 85° 25' 10" East a
distance of 3,102.84 feet from the northeast corner of the
Edi�� Island property of the Grantee, said northeast corner
bring at a point in the normal high water line of the
wesn edge of the Atlantic Ocean; running thence the
folrbing courses and distances: South 38° 26' 02" West
8,5719 feet (across Beasley Bay to a point on the north
side o�>an island); South 21° 23' 0" West 1,782.72 feet (to
a point�n the west end of an island); South 27° 15' 10"
East 2,Z0 29 feet (to a point on the west side of Ballis
Point, an`,)sland); South 31° 04' 50" East 5,849.83 feet (to
a point ondhe west side of an island, said point being the
hereinabove referred to POINT A); running thence South 340
35' 30" East 352.28 feet (to a point on the west end of an
island); SouthA2° 12' 30" East 1,161.03 feet (to a point
on the west en"f an island); South 28° 51' 40" East
3,459.74 (cross the Dare County—Currituck County line at
2,558.06 feet an"ntinuing on said course 901.68 feet to
a point on the wes"ide of Great Gap island); South 02°
22' East 1,211.03 f"t (to a point on the west end of an
island); South250 40 11" East 688.77 feet (to a point on
the west side Of Bob'V"Island); South 30° 44' 10" East
430.46 feet (to a poinVn the west side of Bob's Island);
South 360 03' 51" East 276.22 feet (to a point on the
west side of Oak island); outh 42° 14' 10" East 3,228.16
feet (to a point on the w side of Shannon's Island);
South 650 33' 20" East 120. feet (to a point at the south
end of Shannon's Island); N 17° 19' 29" East 2,929.16
feet (to a point on the out nd of We
marsh); North 120
58' 26" East 2,093.44 feet (t point on the east end of
an island situate south of San Creek); North 44° 13' 38"
East 3,670.22 feet (to a point o(Nthe south end of Goose
Island); South 54° 12' 18" East 1,197.07 feet (to a point
on the eastern edge of Currituck Sound, said point being
the northwest corner of the property' -formerly owned by Carl
P. White, Deceased); North 220 11' 1W'° West 399.75 feet;
North 18° 08' 17" West 610.33 feet (tela point on the
eastern edge of Currituck Sound); Norttf 9° 23' 46" West
814.92 feet (to a point on the eastern'%e of Currituck
Sound); North 280 58' 47" West 717.46 fe0>-(crossing the
Dare County—Currituck County line at 527. feet and
k'�
10
0
�l
Received
DMEC

BOOK 913 PAGE 152
continuing on said course 190.92 feet to a point on the
eastern edge of Currituck Sound); North 770 30' 00" East
0 1,095.51 feet (crossing the Outer Banks to a point in the
normal high water mark line of the western edge of the
Atlantic Ocean); North 20° 27' 06" West 8,971.59 feet
'(along the normal high water line of the western edge of
Othe Atlantic Ocean); South 69° 91' 91" West 1,993.63 feet
`l7�rossing the Outer Banks to the point in the eastern edge
�poxey's Cove); said line being the south boundary of
T act 1-C of the Pine Island Development Venture property;
Nor69. 17' 27" West 876.69 feet to a point (said point
bein hereinabove referred to as POINT B).
The ruts herein conveyed being those hunting and shooting
rights, blind and licensed blind locations specifically
retained and 4Rcepted in paragraph 2 of those exceptions
contained in tlot Correction Gift Deed dated June 27, 1978 from
Earl F. Slick a<a wife, Jane P. Slick to National Audubon
Society, Inc. recorded 1n Book 156, Page 506, Currituck County
Registry, it being the express purpose of this deed to convey
said hunting and sh99��t�ing rights, blinds and licensed blind
locations to the Gr dfjtee herein.
TO HAVE AND TO ''H✓✓ the aforesaid rights, blinds and blind
locations and all privi,"es and appurtenances thereto belonging
to the Grantee, its succ�rsors and assigns.
IN TESTIMONY WHEREOF00e Grantors have hereunto set their
hands and seals, as of the 0�3 and year first above written.
gne(SEAL)
i kQQ
Cv (SEAL)
ick
�X
0
Received
D 1¢.a Oklrl E C'#

6009 913 PAGE 153
fc3TATE OF
"NTY OF�n�n.
`fi
I, �d'Notary Public of the County and State aforesaid, certify
thaoEarl F. Slick and wife, Jane P. Slick personally appeared
befo)ee me this day and acknowledged the execution of the
foreg&iinstrument.
Witness hand and official stamp or seal, this Q day of
2005.
My commissip expires:
.2_C2 ,1 Not y Publi ema
0
Mrc«ryn
The fo egoing certificate of
is cert is to be correct. This instrument and this
certifica 1:care duregistered at the �a.�e and ime and in the
Book and Pa a sho n the first page hereX.
By
R\slick-national
deed 2005
ster of Deeds
Deputy
Y,
0
tucx county
10
0
of Deeds
eau

MAJOR PERMIT FEE MATRIX
Applicant: Nuk, w - ( A, �,) 6 . 50c -'-f '(
Selection
Development Type
Fee
DCM %
(14300 1601 4351000931625 6253)
DWQ %
(243001602 435100095 2341)
I. Private, non-commercial
E]
development that does not
$250
100% ($250)
0% ($0)
involve the filling or
excavation of any wetlands
or 0 en water areas:
II. Public or commercial
❑
development that does not
$400
100%($400)
0%($0)
L
involve the filling or
I
excavation of any wetlands
or o en water areas:
❑
Major Modification to a
$250
100%($250)
0%($0)
CAMA Maior permit
III. For development that
involves the filling and/or
excavation of up to 1 acre
of wetlands and/or open
water areas, determine if A,
B, C, or D below applies:
III(A). Private, non-
El
commercial development, if
$250
100%($250)
0%($0)
General Water Quality
Certification No. 4097 (See
hed can be a lied:.
Public or commercial
lopment, if General
$400
100%($400)
0%($0)
r Quality Certification
097 (See attached)
e a lied:
ff
. If General Water
ty Certification No.
$400
60% ($240)
40%($160)
(see attached) could
plied, but DCM staff
mined that additional
w and written DWQ
urrence is needed
because of concerns
related to water quality or
uatic life:
III(D). If General WaTNO.$400
Quality Certification
60%($240)
40%($160)
r]:a
4097 (see attached)be
a lied:
IV. For developmen❑involves
the filling a
60%($285)
40%($190)
excavation of more
one acre of wetland
open water areas: