20150541 Ver 1_CAMA Application_20150601

NCDENR
North Carolina Department of Environment and Natural Resources
Pat McCrory
Governor
May 28, 2015
MEMORANDUM
TO:
FROM:
SUBJECT:
Applicant:
Donald R. van der Vaart
Secretary
2 Q 1 5 0 5 4 1
Karen Higgins, Compliance and Permitting Unit Supervisor
DWR - Water Quality Program
Daniel Govoni 0
Assistant Major Permits Coordinator°"" `-
Division of Coastal Management JUN p'q 2015
CAMA/DREDGE & FILL Permit Application
National Audubon Society
Project Location: 300 Audubon Drive in Corolla, Currituck County
Proposed Project: The Donal C. O'Brien, Jr. Sanctuary & Audubon Center
Please indicate below your agency's position or viewpoint on the proposed project and return this
form by 06/18/15 to 400 Commerce Avenue, Morehead City, NC 28557 (fax: 252- 247 - 3330).
If you have any questions regarding the proposed project, please contact Ron Renaldi at (252)
264 -3901. When appropriate, in -depth comments with supporting data are requested.
REPLY: This agency has no objection to the project as proposed.
This agency has no comment on the proposed project.
This agency approves of the project only if the recommended changes are
incorporated. See attached.
This agency objects to the project for reasons described in the attached
comments.
SIGNED DATE
1367 US 17 South, Elizabeth City, NC 27909
Phone 252 - 264 -3901 1 FAX 252 - 264 -3723 ; Internet. http-//portal.ncdenr.org /web /cm /dcm -home
An Equal Opportunity 1 Affirmative Action Employer

DIVISION OF COASTAL MANAGEMENT
FIELD INVESTIGATION REPORT
1. APPLICANT'S NAME: National Audubon Society
PROJECT NAME: The Donal C. O'Brien Jr. Sanctuary & Audubon Center
2. LOCATION OF PROJECT SITE: 300 Audubon Drive, Corolla, Currituck County,
adjacent to the Currituck Sound.
Photo Index —
2006: 201 -7482 (M 21 -22 & P -R 17 -22)
2000: 201 -2189 (K 21 & O -Q 17 -20)
1995: 201 -2101 (P 22 -23 & T -V 18 -21)
1989: 140 -4 (A 9 -10 & E -G 5 -8)
1984: 135 -621 (F 14 & I -L 10 -13)
1978: 94 -1237 (N 18 & R -T 13 -16)
State Plane Coordinates - X: 2944709 Y:928083
Lat/Long: 36.2580340° N, - 75.79544500 W Quadrangle: Mossey Islands, NC (L.R.)
3. INVESTIGATION TYPE: CAMA / Dredge & Fill
4. INVESTIGATIVE PROCEDURE: Dates of Site Visit — 3/12/2015
Was Applicant Present - Agent
5. PROCESSING PROCEDURE: Application Received Complete — 5/20/2015
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 — Septic expansion
(F) Type of Structures: Existing — 8 slip docking facility with a boat ramp, bulkhead,
breakwater, buildings, gravel parking area. Multiple upland
buildings and roadways, bulkheaded impoundment.
Planned - Reconfigure and repair docking facility, new
breakwater, building demolition & repairs, new building
construction, culvert extension, new roadway and parking,
walking trails, reshape impoundment.
(G) Estimated Annual Rate of Erosion: N/A

National Audubon Society
Field Investigation Report
Page 2
7. HABITAT DESCRIPTION: [AREA, square feet (SF)]
SHADED FILLED OTHER
(A) Estuarine Waters /Public Trust Area
±87 ft2
±634 ft2
±2,725 ft2
encapsulated
(B) 404 - Wetlands
±780 ft2
±78,330 ft2 disturbed
(C) Highground
±186,022 ft2 disturbed
(D)
(E)
(F)
Total Area Disturbed: 265,853 ft2 (6.10 acres)
Primary Nursery Area: No
Water Classification: SC Open to Shellfishing: No
8. PROJECT SUMMARY: The applicant proposes to reconfigure and repair an existing
docking facility, partially fill a canal, replace a culvert, reshape a waterfowl
impoundment pond, demolish unneeded buildings, renovate and construct buildings,
construct a trail system, install roadways and parking areas, as well as installing new
wastewater systems and force mains.
Protect Settinq
The site of the proposed development is located at 300 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 that is ±354
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
guide quarters, a caretaker's residence, the 1913 hunting lodge, several storage buildings and
sheds, two garages, a kennel and several gravel roads. 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. The end of the canal is shallow ( :51'), filled with detritus
and ends ±8' from a gravel road. On the north side of the gravel road is an area of 404 -
wetlands that is connected to the canal via a ±25'x12" culvert. A 3' wide footbridge is located
±100' from the end of the canal.
1 �

National Audubon Society
Field Investigation Report
Page 3
An elevated gravel roadway extends from the highground area, passing through a large area of
coastal wetlands and over a waterway (connected via three culverts), to the shoreline area
where a boat launch and docking facility is located. This facility provides 8 wet -slips and is
comprised of:
Y ±160' of bulkheaded shoreline
® a ±4,100 ft2 gravel & grass parking /staging area
® located on the west side of the parking area is a 14' wide concrete boat ramp and a
20'x4' courtesy pier
® on the north side of the parking area is a ±24'x16' storage building (labeled as boat
building one) located immediately landward of normal water level (NWL) with a 20'x14'
platform over the water
® a ±32'x25' building over the water (labeled as boat building two) with a ±47'x7' and
23'x10' L- shaped platform is located on the south side of the parking area
® a ±44'x24' open water basin surrounded by ±116' of solid breakwater, a ±50'x2.5' L-
shaped walkway (located on the south side) and an irregularly shaped split level ±400 ft2
L- shaped walkway (located on the NW side)
® a ±65'x2' L- shaped walkway that extends to the south from the basin walkway creating
additional slip areas
With the exception of the docking facility, the shoreline of the property is miles in length, natural
and abuts coastal wetlands that are dominantly Juncus roemerianus and Spartina
cynosuroides.
The waters of the Currituck Sound in this area are classified as SC and are closed to shellfish
taking. There is ±465' of open water between the docking facility and marsh islands located to
the west of the project site. Existing water depths within the project area range from ±2' to ±3'
below NWL and the bottom substrate is made up of fine sands and silts. Widgeon grass
(Ruppia maritima) was observed growing within the project area.
Development Proposal
The applicant proposes to renovate and modify the docking facility as follows:
• Remove the existing L- shaped platform associated with boat building two and replace it
with a ± 42'x7' and 23'x10' L- shaped platform.
• Remove the ±50'x2.5' L- shaped walkway that makes up the south side of the existing
basin.
• Remove the ±65'x2' L- shaped walkway located on the south side of the existing basin
and replace it with a ±95'x3' U- shaped walkway enlarging the open water basin.
• Remove and replace a portion of the irregularly shaped dock (located in the NW corner)
and extend it to the south with a ±23'x4' section.
• Remove the solid breakwater and construct ±234" of vinyl breakwater under the
proposed walkways. The proposed breakwater will have 1" of spacing per linear foot, will
have a ±12' gap at the entrance and will encapsulate ±2,725 ft2 of open water.
• The existing number of slips (8) will remain the same under the proposed modifications.

National Audubon Society
Field Investigation Report
Page 4
Within the existing canal, the applicant proposes to fill a ±50' section at the landward end and
replace the existing culvert with a 75'x15" culvert. The existing 3' wide footbridge will be
replaced by a 6' wide footbridge.
Work proposed within 404 - wetland areas includes:
• To create a more natural impoundment, the existing bulkhead will be removed, the water
area reshaped, the shoreline area sloped and endemic wetland plant species planted.
• Two ±65'x6 elevated walkways
Proposed work within the highground areas includes:
• Demolition and removal of a propane tank, two sheds and a kennel system.
• Renovation of the 1913 Lodge, guide quarters, four storage buildings, 3 cottages, a
garage, a grease trap and the conversion of a 4 -bay garage into an open air /screened
pavilion.
• Replacement of two existing grape arbors.
• New structures to be constructed include a laboratory building, a dining hall, a
workshop, pervious parking area, stormwater retention features, new wastewater
systems, an earthen berm, 6' wide walkway system comprised of elevated wooden
walkways and crushed oyster shells with three elevated viewing platforms.
• Upgrade an existing asphalt road for heavy duty fire truck access.
• Convert a section of 10' wide gravel roadway to a 20' wide asphalt roadway to
accommodate firetruck access.
• Convert a ±750' section of 10' wide gravel roadway to a 20' wide heavy duty
grave l /grasspave roadway covered in soil and grass turf.
Anticipated Impacts
® The rebuilding and reconfiguring of the docking facility will result in ±87 ft2 of additional
shading in the Public Trust Area and Estuarine Waters AEC's.
® The rebuilding and reconfiguring of the docking facility will result in the cumulative shading
of ±2,461 ft2 in the Public Trust Area and Estuarine Waters AEC's. (Existing cumulative
shading = ±2,374 ft2)
® The proposed breakwater will result in ±234 ft2 of shallow bottom fill in the Public Trust Area
and Estuarine Waters AEC's.
® The proposed breakwater system will encapsulate ±2,725 ft2 of the Public Trust Area and
Estuarine Waters AEC's, a net increase of ±1,669 ft2. (Existing solid breakwater
encapsulates ±1,056 ft2)
The existing slip count of 8 will not change.
® Filling in the end of the man -made canal will result in the loss of ±400 ft2 of Public Trust
Area and Estuarine Waters AEC's.
m The filling in of the canal section will result in a roadway being removed from the CAMA 30'
Buffer.

National Audubon Society
Field Investigation Report
Page 5
® The project as proposed will not result in any additional impervious surfaces within the
Estuarine Shoreline AEC.
® Impervious surfaces on the total parcel will be ±0.6% ( ±2.07 acres impervious).
® The proposed work to the impoundment will result in ±78,330 ft2 ( ±1.8 acres) of disturbance
within a 404 - wetland area.
® The proposed walkways will result in ±780 ft2 of 404 - wetland shading.
e The proposed development will result in the total land disturbance of ±264,352 ft2 ( ±6.07
acres).
Submitted by: Ron Renaldi
Date: 5/26/2015

i
The Donal C. O'Brien, Jr.
Sanctuary & Audubon Center
Project Narrative
The Pine Island Club was first known as the Palmer Island Club, and the original structure was constructed
in 1906. The "Island" was renamed Pine Island and so changed the name of the hunting club. The original
clubhouse was destroyed by fire in 1913, and the current structure was conceived and built in 1913 through
1914. The +/- 3,000 -acre parcel remained an active hunt club until it was donated to the National Audubon
Society by Mr Earl Slick approximately 30 years ago. The hunt club portion remained in active use until
the Audubon took over full management in 2005.
The Audubon established a Conservation Management Plan to address the myriad anticipated
environmental conditions due to the climate change. The plan includes:
• protection, restoration, and management of the Currituck Sound marshes to promote high quality
habitats for birds and other wildlife;
• maintenance of high quality water to support healthy population of submerged aquatic vegetation,
fisheries, birds, and other wildlife;
• engagement of diverse stakeholders to work towards sustainability of a healthy ecosystem in the
Currituck Sound;
• protection of important bird areas in the region; and
• development of sustainable habitats for birds and other wildlife in light of projected sea level rise
Parcel/Project Area:
Audubon's Pine Island Preserve consists of approximately 2,733 acres of land along the Outers
Banks, as well as marsh islands in Currituck Sound and (presumably) some submerged lands.
(Acreage total as per legal descriptions compiled in Currituck County GIS). All proposed
development is located within the confines of one large parcel (383.58 acres — legal description),
as well as the entirety of the small subdivision known as "Pine Island Estates." For the purpose of
permitting and calculations, the "Project Area" will be defined as the single large parcel and small
subdivision which is impacted by proposed development. For calculation purposes, Areas as in
GIS will be used.
Project Area:
Large Parcel:
Pine Island Estates:
Total Project Area:
Wetland Area:
347.04 Acres (GIS)
6.93 Acres (GIS)
353.97 Acres (GIS)
Due to the small size of development compared to overall parcel/project area, wetlands have only
been field delineated/confirmed in proximity to the proposed development to ensure impacts are
clearly identified (see site plans /grading plans for field delineated wetland). For the purposes of
lot calculations /coverage calculations, etc., wetland limits have been estimated from aerial
photography. This is reasonable due to the fact that the regulated area (coverage) will be a small
fraction of what is allowed due to the massive size of the property.

Wetland Area:
404 Wetland: +/- 1,321,018 s.f. (30.3 Acres) (Approx. from Aerial)
Coastal Wetland: +/- 7,063,296 s.f. (162.2 Acres) (Approx. from Aerial)
+ Sound Waters
The improvements requested in the application are in support of the Conservation Management Plan and to
provide new and renovated facilities to accommodate visitors and researchers on the site. Facilities
associated with the Hunt Club that are no longer necessary will be demolished and disposed. These
include:
Bulkhead Surrounding Impoundment
Invasive Species in Maritime Forest
Existing Propane Tank
Two Sheds
Existing Kennel
Many of the existing structures will be replaced or renovated to make them effective and safe for public
use. These include:
Decks - Repaired
Existing Bulkhead — Replaced with Vinyl Cacv�
Existing Docks - Rebuilt
Existing Bulkhead with Breakwater — Replaced with Vinyl
■ Existing Breakwater — Replaced with Vinyl
1913 Lodge (new deck and screened porch) - Raised & Renovated
Guide Quarters - Raised & Renovated
4 -Bay Garage — Renovated into Open Air /Screened Gathering Pavilion
4- Storage Buildings - Renovated
3 Cottages - Renovated
Existing Garage - Renovated
® Existing Grease Trap - Renovated
Existing Gate — Replaced
Existing Dramfield - Removed
New structures necessary to meet current public use standards and/or environmental standards include:
Earthen Berm & Landscaping
® 20 -Foot Wide Roadway
Laboratory Building
® Dining Hall
® Parking
Stormwater Retention Features
® Wastewater System
6 -Foot Wide Walkways
® Culvert Extension*
Wastewater System & Forcemain
*The extension/replacement of the culvert is necessary to provide adequate cover over the culvert and roads
to accommodate fire and rescue vehicles.
* *The future Visitor Center has been removed from the plan. The Audubon acknowledges that if the
Center is proposed, it will require modifications to the permits.
Finally, the existing impoundment will be reshaped to promote a more natural transition and purposed for
enhancing wildlife habitat. This will include removal of the existing bulkhead surrounding the
impoundment, reshaping of the water areas in the impoundment to create habitat "shelving" for planting of
endemic marsh species to enhance wildlife use.

®CIS MF4
Business Name
WrLICATION5
2r� fi _
The Donal C O'Brien, Jr Sanctuary & Audubon Center
Applicant 1 First Name
major Deg
N/A
N/A
(last revised 12/27106)
Applicant 2 First Name
MI
North Carolina DIVISION OF COASTAL MANAGEMENT
1. Primary Applicant Landowner Information
Business Name
Project Name (if applicable)
National Audubon Society
The Donal C O'Brien, Jr Sanctuary & Audubon Center
Applicant 1 First Name
MI
Last Name
N/A
N/A
N/A
Applicant 2 First Name
MI
Last Name
N/A
N/A
N/A
If additional applicants, please attach an additional page(s) with names listed
Mailing Address
PO Box
City
State
300 Audubon Drive
N/A
Corolla
NC
ZIP
Country
Phone No
FAX No
27927
USA
252 - 453 - 0603 ext
N/A -
Street Address (if different from above)
City
State
ZIP
N/A
N/A
N/A
N /A-
Email
N/A
2. Agenf/Contractor Information
Business Name
Environmental Professionals, Inc
Agent/ Contractor 1 First Name
MI
Last Name
George
H
Wood
Agent/ Contractor 2 First Name
MI
Last Name
N/A
N/A
N/A
Mailing Address
PO Box
City
State
3368
Kill Devil Hills
NC
ZIP
Phone No 1
Phone No 2
27948
252 - 441 - 0239 ext 105
252 - 423 - 1234 ext
FAX No
Contractor #
N/A
N/A
Street Address (if different from above)
City
State
ZIP
1404 S Virginia Dare Trail
Kill Devil Hills
NC
27948-
Email
obxwood @yahoo corn
<Form continues on back>
252- 808 -2808 .. 1- 888- 4RCOAST .. www.nccoastaimanagement.net

Form DCM MP -1 (Page 2 of 4)
APPLICATION for
Major Development Permit
3. Project Location
County (can be multiple)
Street Address
State Rd #
Currituck
300 Audubon Drive
NC 12
Subdivision Name
City
State
Zip
N/A
Corolla
NC
27927-
Phone No
Lot No (s) (if many, attach additional page with list)
252 - 453 - 0603 ext
N /A, ,
a In which NC river basin is the project located?
b Name of body of water nearest to proposed project
Pasquotank
Currituck 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
Currituck 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
West: Wetlands and Open Water
Currituck County
4, Site Description
a
Total length of shoreline on the tract (ft)
b Size of entire tract (sq ft )
+/- 16,200 feet
383 58 (legal)
c
Size of individual lot(s)
d Approximate elevation of tract above NHW (normal high water) or
N /A, , I
NWL (normal water level)
(If many lot sizes, please attach additional page with a list)
+/-5 ❑NHW or ®NWL
e
Vegetation on tract
Spartina cynosuroides, Quercus virgmiana, Pmus taeda, Ilex vomitoria, Spirlina patens, Iva frutescens, Scirpus pungens
f
Man -made features and uses now on tract
(See Attached)
g
Identify and describe the existing land uses adjacent to the proposed project site
North Residential Subdivision
East. NC 12
West: Wetlands and Open Water
South Tennis Facility & Airstrip
h
How does local government zone the tracts
i Is the proposed project consistent with the applicable zoning?
SFO - Single Family Residential Ocean
(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? N/A
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>
252 -808 -2808 .. 1- 888- 4RCOA5T .. www.nccoastalmanagement.net

Form DCM MP -1 (Page 3 of 4)
APPLICATION for
Major Development Permit
m (i) Are there wetlands on the site? ®Yes ❑No
(n) Are there coastal wetlands on the site? ®Yes ❑No
(in) If yes to either (i) or (i) above, has a delineation been conducted? ®Yes []No
(Attach documentation, if available)
n Describe existing wastewater treatment facilities
On -Site Wastewater
o Describe existing drinking water supply source
Currituck County
p Describe existing storm water management or treatment systems
None
5- Activities and Impacts
a
Will the project be for commercial, public, or private use?
❑Commercial ❑Public/Government
® Private /Community
b
Give a brief description of purpose, use, and daily operations of the project when complete
Sanctury and Environmental Center
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
Budding Construction - Hand Tools
Impoundment Restoration - Bulldozer, Backhoe
Waterfront Improvements - Waterjet
d
List all development activities you propose
(See Attached)
e
Are the proposed activities maintenance of an existing project, new work, or both?
f
What is the approximate total disturbed land area resulting from the proposed project?
264,352 sf /6 07 acres
❑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 ❑NA
If yes, will this discharged water be of the same salinity as the receiving water?
❑Yes ❑No ®NA
I
Is there any mitigation proposed?
❑Yes ®No ❑NA
If yes, attach a mitigation proposal
<Form continues on back>
252 -808 -2808 .. 1- 888- 4RCOAST .. www.nccoastatrnanagement.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
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 Currituck Club Go Bodie -Noel) Enterprises Phone No
Address P 0 Box 1908 - Rocky Mount, NC 27802
Name Palmer's Island Club Property Owners Association, Inc Phone No
Address P 0 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
(See Attached)
h Signed consultant or agent authorization form, if applicable
i Wetland delineation, if necessary
I A signed AEC hazard notice for projects in oceanfront and inlet areas (Must be signed by property owner)
k A statement of compliance with the N C Environmental Policy Act (N C G S 113A 1 -10), if necessary If the project involves expenditure
of public funds or use of public lands, attach a statement documenting compliance with the North Carolina Environmental Policy Act
7.= Certification-and Permission to Enter on 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 2 -27 -15 Print Name George H Wood
Signature .14
Please indicate application attachments pertaining to your proposed project.
®DCM MP -2 Excavation and Fill Information ®DCM MP -5 Bridges and Culverts
®DCM MP -3 Upland Development
®DCM MP -4 Structures Information
252 - 808 -2808 .. 1- 888- 4RCOAST .. www.nccoastalmanagement.net

DCM MP -1— Application for Major Development Permit
4. Site Description
f. Man -Made Features and Uses Now on the Tract
Impoundments
■ 1913 Lodge
■ 1913 Guide Quarters
■ 7 -Bay Garage
■ Four Storage Buildings
■ Three Cottages
Boat Storage Buildings
® Boat Ramp
Piers & Docks
■ Gravel Drives
Dirt Roads
® Control Gate
■ 4 -Bay Garage
Martin Houses
■ Bulkheads
■ Four Sheds
■ One Propane Tank
■ On -Site Wastewater System with Grease Trap
Concrete Pad
■ Watermain
I

DCM MP -1- Application for Major Development Permit
5. Activities & Impacts
d. List All Proposed Development Activities
Decks - Repaired
Existing Bulkhead -Replaced with Vinyl 04v-o -t�,
® Existing Docks - Rebuilt
® Existing Bulkhead with Breakwater - Replaced with Vinyl
® Existing Breakwater - Replaced with Vinyl
Existing Impoundment - Reshaped
© Bulkhead Surrounding Impoundment - Removed
New Earthen Berm & Landscaping
Invasive Species in Maritime Forest - Removed
20 -Foot Wide Roadway
New Laboratory Building
® 1913 Lodge (new deck and screened porch) - Raised & Renovated
New Dining Hall
Guide Quarters - Raised & Renovated
® 4 -Bay Garage - Renovated into Open Air /Screened Gathering Pavilion
4- Storage Buildings - Renovated
® 3 Cottages - Renovated
New Visitor Center (Rem o,,%,
® Parking
Stormwater Retention Features
New Wastewater System
6 -Foot Wide Walkways - Elevated
Existing Garage - Renovated
® Culvert Extension
Renovate Existing Grease Trap and Remove Drainfield
Existing Propane Tank - Removed
Two Sheds - Demolished
® Existing Kennel - Demolished
Existing Gate - Replaced
New Wastewater System & Forcemain

DCM MP -1— Application for Major Development Permit
6. Additional Information
g. A list of previous State or Federal permits issued for work on the project tract,
Pending:
NCDENR SWM (Just Submitted)
NCDENR SESCP (Will submit once 401 Water Quality Certification has been issued)
Issued Permits:
Watermain Extension Authorization to Construct & Engineering Plans Approval (Serial
No. 14- 00516)
On -Site Wastewater System Approvals
• Permit #139675 (1913 Lodge)
• Permit #139677 (Dining Hall)
• Permit 9139678 (Guides' Quarters & Pavilion)
Permit 4139676 (Workshop)
® Permit #139674 (Boat House)
® Permit #47224 (3 Cottages)
Historical Permits Issued:
• CAMA Major Development Permit #171 -77 — Earl Slick — Bulkhead & Culvert
• CAMA General Permit — 59804 — National Audubon Society — Finger Pier & Boat Ramp
• CAMA General Permit A 1163 7 — Pine Island Hunt Club — Pier
• CAMA General Permit A8081 — Pine Island Club - Bulkhead

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.
9.- EXCAVATIOiV , _ - - - ®This section not applicable
a Amount of material to be excavated from below NHW or NWL in b Type of material to be excavated
cubic yards
c (i) Does the area to be excavated include coastal wetlands /marsh
(CW), submerged aquatic vegetation (SAV), shell bottom (SB),
or other wetlands (WL)? If any boxes are checked, provide the
number of square feet affected
❑CW ❑SAV ❑SB
OWL ❑None
(n) Describe the purpose of the excavation in these areas
d High- ground excavation in cubic yards
2. DISPOSAL OF EXCAVATEDWATERIAL t 'S This section not applicable, -
a Location of disposal area b Dimensions of disposal area
c (i) Do you claim title to disposal area?
❑Yes ❑No ❑NA
(n) If no, attach a letter granting permission from the owner
e (i) Does the disposal area include any coastal wetlands /marsh
(CW), submerged aquatic vegetation (SAV), shell bottom (SB),
or other wetlands (WL)? If any boxes are checked, provide the
number of square feet affected
❑CW ❑SAV ❑SB
❑WL ❑None
(n) Describe the purpose of disposal in these areas
d (i) Will a disposal area be available for future maintenance?
❑Yes []No ❑NA
(n) If yes, where?
f (i) Does the disposal include any area in the water?
❑Yes ❑No ❑NA
(n) If yes, how much water area is affected?
252- 808 -2808 :: 1- 888- 4RCOAST :: www.nccoastaImanagement.net
revised: 12126/06
Access
Other
Channel
(NLW or
Canal
Boat Basin
Boat Ramp
Rock Groin
Rock
Breakwater
(excluding
shoreline
NWL )
stabilization
Length
Width
± �'
Avg. Existing
NA
-
NA
Depth
Final Project
+ a
NA
'NA ,
Depth
9.- EXCAVATIOiV , _ - - - ®This section not applicable
a Amount of material to be excavated from below NHW or NWL in b Type of material to be excavated
cubic yards
c (i) Does the area to be excavated include coastal wetlands /marsh
(CW), submerged aquatic vegetation (SAV), shell bottom (SB),
or other wetlands (WL)? If any boxes are checked, provide the
number of square feet affected
❑CW ❑SAV ❑SB
OWL ❑None
(n) Describe the purpose of the excavation in these areas
d High- ground excavation in cubic yards
2. DISPOSAL OF EXCAVATEDWATERIAL t 'S This section not applicable, -
a Location of disposal area b Dimensions of disposal area
c (i) Do you claim title to disposal area?
❑Yes ❑No ❑NA
(n) If no, attach a letter granting permission from the owner
e (i) Does the disposal area include any coastal wetlands /marsh
(CW), submerged aquatic vegetation (SAV), shell bottom (SB),
or other wetlands (WL)? If any boxes are checked, provide the
number of square feet affected
❑CW ❑SAV ❑SB
❑WL ❑None
(n) Describe the purpose of disposal in these areas
d (i) Will a disposal area be available for future maintenance?
❑Yes []No ❑NA
(n) If yes, where?
f (i) Does the disposal include any area in the water?
❑Yes ❑No ❑NA
(n) If yes, how much water area is affected?
252- 808 -2808 :: 1- 888- 4RCOAST :: www.nccoastaImanagement.net
revised: 12126/06

Form 0CM MP -2 (Excavation and Fill, Page 2 of 2)
3. SHORELINE STABILIZATION , This section not applicable
(If development is a wood groin, use MP -4 — Structures)
a Type of shoreline stabilization 0 Lengrn +ea, ;aiw
❑Bulkhead ❑ Riprap ®Breakwater /Sill ❑Other Width 1
c Average distance waterward of NHW or NWL 40' d Maximum distance waterward of NHW or NWL 96'
e Type of stabilization material
Vinyl
f (i) Has there been shoreline erosion during preceding 12
months
❑Yes ®No ❑NA
(u) If yes, state amount of erosion and source of erosion amount
Information
N/A
g Number of square feet of fill to be placed below water level h Type of fill material
Bulkhead backfill Riprap N/A
Breakwater /Sill0 Other
I Source of fill material
N/A
4. OTHER FILL- ACTIVITIES This section not applicable
(Excluding Shorelige Stabilization)
a (i) Will fill material be brought to the sites JqYes []No ❑NA b (i) WIII fill material be placed in coastal wetlands /marsh (CW),
cuF.mcrncfi n i-fir vnna+nfinn PRAWN chull hnffnm (RM nr
If yes,
(II) Amount of material to be placed in the water { -�CV
(iii) Dimensions of fill area ±SO X o' = 400 S S I
(iv) Purpose of fill p
other wetlands (WL)? If any boxes are checked, provide the
number of square feet affected
❑CW []SAW ❑SB
❑WL "None
(II) Describe the purpose of the fill in these areas
ti.6
'S. 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)?
N/A N/A
c (i) WIII 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
N/A
2 -27 -15
Date
The Donal C. O'Brien; Jr : "Sanctuary & Audubon Center
Project Name
d (I) Will wetlands be crossed in transporting equipment to project
site? ❑Yes ❑No [DNA
(u) If yes, explain steps that will be taken to avoid or minimize
environmental impacts
N/A
National Audubon Society., . -7-) " ..
Appli t Name
Appt�ant Signature
252- 808 -2808 :: 1- 888- 4RCOAS T :: www.nccoastalmanagement.net revised: 12126/06

Form DCM MP-3
UPLAND DEVELOPMENT
(Construction and /or land disturbing activities)
Attach this form to Joint Application for CAMA Mayor 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
proposed
New - 1
c Density (give the number of residential units and the units per
acre)
.008 /acre
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
(u) 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
New - 0
i Give the percentage of the entire tract to be covered by impervious
and /or built -upon surfaces, such as pavement, budding, rooftops,
or to be used for vehicular driveways or parking
(See Attached)
Describe proposed method of sewage disposal
On -Site Wastewater
I Describe location and type of proposed discharges to waters of the
state (e g , surface runoff, sanitary wastewater, industrial/
commercial effluent, "wash down" and residential discharges)
None
b Number of lots or parcels
New - 0
d Size of area to be graded, filled, or disturbed including roads,
ditches, etc
264,352 sf /6.07 acres
f List the materials (such as marl, paver stone, asphalt, or concrete)
to be used for impervious surfaces
Asphalt & Gravel
h Projects that require a CAMA Mayor 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
(u) If yes, list the date submitted October 2014
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 ❑NA
If yes, attach appropriate documentation
252 -808 -28082 :: 1- 888- 4RCOAiST :: www.necoastaimanagement.net revised: 12126106

Form ®CM MP -3 (Upland Development, Page 2 of 2)
m Describe proposed drinking water supply source (e g , well,
community, public system, etc)
County
o When was the lot(s) platted and recorded?
N/A
2- 27 -1'5
Date
The Donal C: O'Brien, Jr. Sanctuary & Audubon Center. r
Project Name
National Aud b'on Society .
Applicant N e %
Appllc Signature"
n (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
252 -808 -2808 :: 1- 888- 4RCOASi :: wvvw.nccoastaimanauement.net revised: 12/26106

DCM MP -3 - i
GENERAL UPLAND DEVELOPMENT
Lot Coverage:
Existing to Remain:
Existing Buildings:
13,547 s.f. (0.31 Acres)
(To be Renovated)
Existing Streets.
28,622 s.f (0.66 Acres)
(Asphalt)
Existing Other:
15,745 s.f. (0.36 Acres)
(Sand Driveway Out to Boat Docks)
Existing Other:
217 s.f. (0.005 Acre)
(Conc, Pad)
Total Existing Coverage to Remain: 58, 131 s.f. (1.33 Acres)
Proposed Impervious:
Buildings:
3,621 s.f (0.08 Acre)
Streets/Driveways:
16,107 s f. (0.37 Acre)
Gravel Edging (Asphalt)
4,780 s.f (0.11 Acre)
Sidewalks /Patios:
2,610 s.f. (0.06 Acre)
Sidewalks:
3,660 s.f. (0.08 Acre)
Conc. Edging (Grasspave)
1,389 s.f. (0.005 Acre)
Other:
245 s.f. (0.005 Acre)
Total Proposed Impervious Coverage: 32,412 s.f. (0.74 Acre)
Permeable Coverage:
Gravel Wheel Strips: 4,759 s.f. (0.11 Acre)
Permeable Conc. Parking: 6,139 s.f. (0.14 Acre)
Total Permeable Coverage: 10,898 s.f. (0.25 Acre)
(Asphalt)
(Gravel Edging)
(Pavers)
(Oyster Shell)
(Conc. Ribbon)
(Fuel Tank, Dumpster, etc.)
(Gravelpave Wheel Strips -
12" Gravel Base)
(12" Gravel Base)

Form ®CM MP-4
(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 FACILITYIMARINA CHARACTERISTICS [3 This section not applicable
a (Q 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) ar
(u) Number
(m) Length
(iv) Width
(v) Floating
d /or pier(s)
2
58 95
—< 3' RA?-
❑Yes ®No C9•W•
e (i) Are Platforms included? ❑Yes ®No
If yes
(n) Number N/A
(m) Length N/A
(iv) Width N/A
(v) Floating ❑Yes ®No
Note Roofed areas are calculated from dnpline dimensions
g (i) Number of slips proposed
0
(ii) Number of slips existing
8
i 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 21
m (i) Will the facility have tie pilings?
❑Yes ®No
(u) If yes number of tie pilings?
N/A
d (i) Are Finger Piers included? ❑Yes ®No
If yes
(u) Number N/A
(m) Length N/A
(w) Width N/A
(v) Floating ❑Yes ®No
f (i) Are Boatlifts included? ❑Yes ®No
If yes
(u) Number N/A
(m) Length N/A
(iv) Width N/A
h Check all the types of services to be provided
❑ Full service, including travel lift and /or rail, repair or
maintenance service
❑ Dockage, fuel, and marine supplies
® Dockage ( "wet slips ") only, number of slips 8
❑ Dry storage, number of boats
® Boat ramp(s), number of boat ramps 1
❑ Other, please describe
Describe the typical boats to be served (e g , open runabout,
charter boats, sad boats, mixed types)
Open Runabout
I (i) Will the facility be open to the general public?
❑Yes ®No
252 - 808 -2808 :: 1- 888- 4RCOAST :: www.nccoastalmanagement.net revised: 12/27/06

EForm'DCM MP ®4 (Structures, Page 2 of 4)
2. DOCKING FACILITYIMARINA OPERATIONS, ❑This section not applicable
a Check each of the following sanitary facilities that will be included in the proposed project
❑ Office Toilets
❑ Toilets for patrons, Number , Location N/A
❑ Showers
❑ Boatholding tank pumpout, Give type and location N/A
b Describe treatment type and disposal location for all sanitary wastewater
N/A
c Describe the disposal of solid waste, fish offal and trash
N/A
d How will overboard discharge of sewage from boats be controlled?
None Allowed (Boats do not have onboard heads )
e (i) Give the location and number of "No Sewage Discharge" signs proposed
0
(u) Give the location and number of " Pumpout Available" signs proposed
0
f Describe the special design, if applicable, for containing industrial type pollutants, such as paint, sandblasting waste and petroleum products
None
g Where will residue from vessel maintenance be disposed of?
N/A
h Give the number of channel markers and "No Wake' signs proposed 0
1 Give the location of fuel - handling facilities, and describe the safety measures planned to protect area water quality
None
What will be the marina policy on overnight and live- aboard dockage?
No Overnight or Live- Aboard
k Describe design measures that promote boat basin flushing?
Open Water
I If this project is an expansion of an existing marina, what types of services are currently provided?
No
m Is the marina /docking facility proposed within a primary or secondary nursery area?
❑Yes ®No
252- 808 -2808 :: 1- 888- 42COAST :: www.nccoastaimanagement.net revised: 12 /27/06

C
F®rm' DCM MP-4 (Structures, Page 3 of 4)
n Is the marina /docking 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 ❑SB
OWL ®None
p Is the proposed marina /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
s•_BOATHOUSE (including covered lifts) ®This section not applicable
a (i) Is the boathouse structure(s)
❑Commercial ❑Pubhc/Government ❑Private /Community
(n) Number
(m) Length
(iv) Width
Note Roofed areas are calculated from dnpline dimensions
, . ,GROIN (e.g.,'-wood, sheetpile, etc. If a rock groin, use MP -2, Excavation and Fill.) , -Z This section not applicable
a (i) Number
(n) Length
(w) Width
5: BREAKWATER -(e g., wood,-sheetpile, etc) - [I This section not applicable'
a Length 433= '±a14' b Average distance from NHW, NWL, or wetlands
50' NWL
c Maximum distance beyond NHW, NWL or wetlands
80' NWL
6. "MOORING PILINGS and BUOYS ®This section not applicable
a Is the structure(s) b Number
❑Commercial ❑Public/Government ❑Private /Community
c Distance to be placed beyond shoreline
Note This should be measured from marsh edge, if present
e Arc of the swing
d Description of buoy (color, inscription, size, anchor, etc )
252- 808 -2808 :: 1- 888- 4StCOAST :: www.nccoastaimanagement.net
revised: 12127/06

Forte ®CM MP -4 (Structures, Page 4 of 4)
1
-7. - GENERAL
a Proximity of structure(s) to adjacent riparian property lines
+/- 11,834 ft
Note For buoy or mooring piling, use arc of swing including length
of vessel
c Width of water body
465 ft
e (i) Will navigational aids be required as a result of the project?
❑Yes ®No ❑NA
(n) If yes, explain what type and how they will be implemented
N/A
b Proximity of structure(s) to adjacent docking facilities
20,263 ft
d Water depth at waterward end of structure at NLW or NWL
-3
8: OTHER - _ ®This section "not applicable
a Give complete description
2.27 -15-
The'DonalyC _O'Brien „Jr. Sanctuary_& Audubon Center
-Prolect.Name
- National= Audubon - society ;
Applicant Name' -
App'h• -� t.Signature ° - - _ . t' _ j - �' ;
252 -808 -2808 :: 1- 888- 4RCOAST :: www.nccoastalmanaaeanent.net revised: 12/27/06

F6en DCA1 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.
9. 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)
d Water depth at the proposed crossing at NLW or NWL
e (i) Will proposed bridge replace an existing bridge? []Yes ONO f (i) Will proposed bridge replace an existing culvert? []Yes ❑No
If yes, If yes,
(n) Length of existing bridge (n) Length of existing culvert
(m) Width of existing bridge (w) Width of existing culvert
(iv) Navigation clearance underneath existing bridge (iv) Height of the top of the existing culvert above the NHW or
(v) Will all, or a part of, the existing bridge be removed? NWL
(Explain) (v) Will all, or a part of, the existing culvert be removed?
(Explain)
g Length of proposed bridge h Width of proposed bridge
I Will the proposed bridge affect existing water flow? []Yes ONO I Will the proposed bridge affect navigation by reducing or
If yes, explain increasing the existing navigable opening? ❑Yes []No
If yes, explain
k Navigation clearance underneath proposed bridge
I Have you contacted the U S Coast Guard concerning their
approval? ❑Yes ❑No
If yes, explain
m Will the proposed bridge cross wetlands containing no navigable n Height of proposed bridge above wetlands
waters? ❑Yes [--]No
If yes, explain
2._'CULVERTS _ - ❑This section not applicable
a Number of culverts proposed 1
b Water body in which the culvert is to be placed
Man -Made Canal
< Form continues on back>
252 -808 -2808 :: 1- 888- 4RCOAST :: www.nccoastalmanagement.net revised: 10126/06

Form ®CM MP-5 (Bridges and Culverts, Page 2 of 4)
c Type of culvert (construction material)
15 RCP
d (Q Will proposed culvert replace an existing bridges a (i) Will proposed culvert replace an existing culvert
❑Yes ®No ®Yes ❑No
If yes,
(n) 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)
f Length of proposed culvert 75
h Height of the top of the proposed culvert above the NHW or NWL
1
Will the proposed culvert affect navigation by reducing or
increasing the existing navigable opening? [-]Yes ®No
If yes, explain
If yes,
(n) Length of existing culvert(s) 25'
(m) Width of existing culvert(s) 12"
(iv) Height of the top of the existing culvert above the NHW or
NWL 1
(v) Will all, or a part of, the existing culvert be removed?
(Explain) All
9 Width of proposed culvert 15
1 Depth of culvert to be buried below existing bottom contour
5''
k Will the proposed culvert affect existing water flow?
[]Yes ®No
If yes, explain
3. V EXCAVATION and FILL pThis section not'applicable
a (Q Will the placement of the proposed bridge or culvert require any
excavation below the NHW or NWL? ®Yes ❑No
If yes,
(n) Avg length of area to be excavated 75
(m) Avg width of area to be excavated 10
(iv) Avg depth of area to be excavated 6
(v) Amount of material to be excavated in cubic yards 56
c (i) Will the placement of the proposed bridge or culvert require any
high- ground excavation? ®Yes ❑No
If yes,
(n) Avg length of area to be excavated 25
(m) Avg width of area to be excavated 10
(iv) Avg depth of area to be excavated 10
(v) Amount of material to be excavated in cubic yards 93
b (i) 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
(u) Describe the purpose of the excavation in these areas
N/A
252 - 808 -2808 :: 1- 888- 4RCOAST :: www.nccoastalmanagement.net revised: 10/26/06

Form ®CM 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 Adjacent to excavation on sod road
(n) Dimensions of the spoil disposal area 20 x 50
(m) Do you claim title to the disposal area? ®Yes ❑No (If no, attach a lettergrantmg 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 (n) above. N/A
(vi) Does the disposal area include any area below the NHW or NWL? ? ❑Yes ®No
If yes, give dimensions if different from (n) above N/A
e (Q 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 below NHW or NWL? ®Yes []No
If yes,
(n) Avg length of area to be filled 50'
(iii) Avg width of area to be filled 6'
(iv) Purpose of fill to stabilize proposed culvert - the
culvert will extend through a proposed retaining wall
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,
(n) Avg length of area to be filled
(ni) Avg width of area to be filled
(w) Purpose of fill
(Q 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
❑WL ®None
(n) 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 Force main installation 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
< Form continues on back>
252 - 808 -2808 :: 1- 888- 4RCOAST — www.necoastaimanagement.net revised: 10 /26/06

t
Form ®CM MP -5 (Bridges and Culverts, Page 4 of 4)
c Will the proposed project require any work channels? d How will excavated or fill material be kept on site and erosion
❑Yes ®No controlled?
If yes, complete Form DCM -MP -2 Silt Fence
e What type of construction equipment will be used (for example,
dragline, backhoe, or hydraulic dredge)?
Backhoe
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
2- 27 -15=
Date -
The Donal Cr- O'Brien,-Jr.,Sanctuary & Audubon Center
Project:Name
National Audubon Society - -
Appircant t l me'
F
Apphca J Signature
f Will wetlands be crossed in transporting equipment to project site?
[]Yes ®No
If yes, explain steps that will be taken to avoid or minimize
environmental impacts
N/A
252 - 808 -2808 :: 1- 888- 4RCOASY :: www.nccoastalmanagement.net revised: 10 /26/06

PRELIMINARY JURISDICTIONAL DETERMINATION FORM
BACKGROUND INFORMATION
A. REPORT COMPLETION DATE FOR PRELIMINARY JURISDICTIONAL DETERMINATION (JD): February 27,
2013
B. NAME AND ADDRESS OF PERSON REQUESTING PRELIMINARI' JD: Mr. Donal O'Brien, Jr., National
Audubon Society, 300 Audubon Drive, Corolla, North Carolina 27927
C. DISTRICT OFFICE, FILE NAME, AND NUMBER: Wilmington, Audubon -Donal O'Brien, Jr. /Currituck/JD,
SAW - 2013 -00394
D. PROJECT LOCATION(S) AND BACKGROUND INFORMATION:
(USE THE ATTACHED TABLE TO DOCUMENT MULTIPLE WATERBODIES AT DIFFERENT SITES)
State. NC County /parish/borough: Currituck City: Corolla
Center coordinates of site ([at/long in degree decimal format) Lat 36 2603460 N. Long. -75 789348° W.
Universal Transverse Mercator:
Name ofnearest eater body. Curt tuck Sound
Identify (estimate) amount of waters in the review area -
Non- wetland waters- linear feet: width (ft) and /or acres
Cowardin Class:
Strewn Flow:
Wetlands: 8 acres.
Cowardin Class. Palustrine
Name of any water bodies on the site that have been identified as Section 10 waters:
Tidal: Currttuck Sound
Non-Tidal-
E. REVIEW PERFORMED FOR SITE EVALUATION (CHECK ALL THAT APPLIES):
❑ Office (Desk) Determination Date.
® Field Determination. Date(s): 2/2012013
1 The Corps of Engineers believes that there may be jurisdictional waters of the United States on the subject site, and the permit
applicant or other affected pam, who requested this preliminary JD is hereby advised of his or her option to request and obtain an
approved jurisdictional determination (JD) for that site. Nevertheless, the permit applicant or other person who requested this
preliminary 1D has declined to exercise the option to obtain an approved JD in this instance and at this time.
2. in any circumstance where a permit applicant obtains an individual permit, or a Nationwide General Permit (NW) or other
general permit verification requiring "pre - construction notification'' (PCN). or requests verification for a non- reporting N WP or
other general permit, and the permit applicant has not requested an approved JD for the activity, the permit applicant is hereby
made aware of the following. (1) the permit applicant has elected to seek a permit authorization based on a preliminary JD, which
does not make an official determination of,jurisdictional waters, (2) that the applicant has the option to request an approved JD
before accepting the terms and conditions of the permit authorization, and that basing a permit authorization on an approved JD
could possibly result to less compensatory mitigation being required or different special conditions; (3) that the applicant has the
right to request an individual pennit rather than accepting the terms and conditions of the NWP or other general permit
authorization: (4) that the applicant can accept a permit authorization and thereby agree to comply with all the terms mid
conditions of that permit, including whatever mitigation requirements the Corps has determined to be necessary. (5) that
undertaking any activity in reliance upon the subject permit authorization without requesting an approved JD constitutes the
applicant's acceptance of the use of the preliminary JD- but that either form of JD will be processed as soon as is practicable:
(6) accepting a permit authorization (e.g. signing a proffered individual permit) or undertaking any activity in reliance on any
form of Corps permit authorization based on a preliminary JD constitutes agreement that all victlands and other water bodies on
the site affected in any way by that activity are jurisdictional waters of the United States, and precludes any challenge to such
jurisdiction in any administrative or judicial compliance or enforcement action, or in any administrative appeal or in any Federal
court; and (7) whether the applicant elects to use either an approved JD or a preliminary JD. that JD will be processed as soon as
is practicable. Further, an approved JD, a proffered individual pen-nit (and all terns and conditions contained therein), or
individual permit dental can be administratively appealed pursuant to 33 C.F.R. Part 331. and that in any administrative appeal,
,jurisdictional issues can be raised (see 33 C.F.R. 331 5(a)(2)) If, during that administrative appeal, it becomes necessary to make
an official determination whether CR'A jurisdiction exists over a site, or to provide an official delineation of jurisdictional waters
on the site, the Corps will provide an approved JD to accomplish that result. as soon as is practicable.

This preliminary JD finds that there '•maY be' eaters of the united States on the subject project site, and identifies all aquatic
features on the site that could be affected by the proposed acti%it., based on the folloeing information:
SUPPORTING DATA. Data reviewed for preliminary .IID (check all that apply - checked items should be included in case
file and, ehere checked and requested. appropriately reference sources beloe ).
® Maps, plans. plots or plat submitted by or on behalf of the applicanL•comultant• National Audubon Society.
® Data sheets prepared/submitted by or on behalf of the applicant/consultant
® Office concurs with data sheets /delineation report_
❑ Office does not concur with data sheets /delineation report
❑ Data sheets prepared by the Corps
❑ Corps navigable eaters' study•
® U.S. Geological Survey Hydrologic Atlas
❑ USGS NHD data.
® USGS 8 and 12 digit HUC maps.
❑ U S. Geological Survey map(s). Cite scale & quad name.
❑ USDA Natural Resources Conservation Scr%ice Soil Survey. Citation
❑ National eetlands inventory map(s) Cite name.
❑ Statc /Local ectland inventory map(s).
❑ FLMA/l :lIZNl maps•
❑ l 00-year Floodplain Elevation is: (National Geodetic Vertical Datum of 1929)
® Photographs: ® Aerial (Name & Date): (iooglc Earth 2011
or ❑ Other (Name & Datc)
❑ Prev ions determination(s). File no. and date of response letter
❑ Other information (please specify)
IMPORTANT NOTE: The information recorded on this form has not necessarily been verified by the Corps and should
not be relied upon for later iurisdictional determinations.
Sig6turc and date of
Regulatory Project Manager
(REQUIRL-'D)
l /cf P_ws - �111i3
Signature and dzhe of
person requesting preliminary JD
(REQUIRED, unless obtaining the signature is
Impracticable)
2

fC7_xffl I»9]
Site
number
Latitude
Longitude
Cowardin
Class
Estimated amount of
aquatic resource in
review area
Class of aquatic
resource
Al
36 260346
- 75.789348
PFO
4 82 acres
Wetland
A2
36 262014
-75792152
PFO
—3 acres
Wetland

General Scope of Work Legend
EXISTING IMPOUNDMENT TO BE RESHAPED AS SHOWN.
NEW EAP T HEN BERM WITH LANDSCAPING. SEE LANDSCAPE DWGS.
MARITIME FOREST RESTORATION WILL INCLUDE THE REMOVAL OF
INVASIVE SPECIES VEGETATION, GRADING AND NEW PLANTING.
A NEW 20 -0" WIDE HVY. DUTY RATED ROADWAY WILL BE INSTALLED
FOR FIRE TRUCK ACCESS. THE HEAVY DUTY ROAD WILL THEN BE
OVERLAID WITH SOIL AND TURF TO REPLICATE THE EXISTING
DIRT ROAD. SEE CIVIL DWGS.
NEW SITE UTILITIES WILL BE INSTALLED SEE CIVIL DWGS.
NEW LABORATORY BUILDING: SINGLE STORY WD. FRAME
ON TIMBER PILINGS. SEE P-7 FOR ELEVATIONS.
CIRCA. 1913 LODGE TO BE LIFTED OFF EXISTING FOUNDATION
AND PLACED ON NEW PILING FOUNDATION SYSTEM, THE BUILDING
TO BE FULLY RENOVATED. A FRONT DECK AND A NEW 1 STORY
SCREENED PORCH WITH STAIR TO BE ADDED TO THE BACK.
SEE P-3 FOR ELEVATIONS.
NEW DINING HALL: SINGLE STORY WOOD FRAME STRUCTURE ON
TIMBER PILINGS, SEE P®0 FOR ELEVATIONS.
CIRCA 1913 GUIDE'S QUARTERS TO BE LIFTED OFF EXISTING
FOUNDATION AND SET BACK ONTO HIGHER, NEW FLOOR
AND TIMBER PILING STRUCTURE. SEE P-10 FOR ELEVATIONS.
EXISTING 4 -BAY GARAGE TO BE RENOVATED INTO AN OPEN AIR /
SCREENED IN GATHERING PAVILION.
(4) EXISTING STORAGE BUILDINGS TO RENOVATED.
SITE STRUCTURES.
PERCH COTTAGE, A THREE STORY WD. FRAME STRUCTURE
ON TIMBER PILINGS, IS TO BE RENOVATED WITH NEW EXTERIOR
AND INTERIOR FINISHES AND OTHER WORK.
SAND HILI. COTTAGE, A TWO STORY WD. FRAME STRUCTURE ON
TIMBER PALINGS IS TO BE RENOVATED WITH NEW EXTERIOR
AND INTERIOR FINISHES AND OTHER WORK.
THE BOAT BUILDINGS. (NOT IN CONTRACT)
OMITTED
NEW WASTEWATER DRAINFIELDS.
ELEVATED 6'-0" WIDE WOODEN WALKWAY. SEE SHEET P-2.
EXISTING STRUCTURE TO BE RENOVATED
NEW BUILDING/ADDITION
EXISTING TREE DELINEATION LINE
EZI DISTAL END OF EXISTING CANAL TO BE FILLED
Ig 1111
�.
N
4)
t p, q 0 9 1 0 a
0' 240' 0
A
514 Market Street
Wilmington, INIC 28401
0762-2621
762-8506
REVISIONS
DRAWN BY
Hemingway
CHECKED BY
Hemingway -
DATE
March 19, 2015
SHEET NUMBER
1-4
Qj
w
e
REVISIONS
DRAWN BY
Hemingway
CHECKED BY
Hemingway -
DATE
March 19, 2015
SHEET NUMBER

L F&VWA 17
04
(TO DE UPDATED)
LorAflav
Ey w/1
��
N ff e,
a4 �y
4 O
(TO BE ) 't 4wa`.
�s
R \
P •�
` & bdd
FX 9r DMULWO aV
r W.
(TO DE UPDATED)
A
<
MOUSHED)
9E RENOVATED)
4�
_ To TED
z.
I 15 ROP y
(TOlov
E REPLACED) ANAMVQ�w Caw
FOWA
_. NOVATED) ❑
(TO BE RENOVATED)
fJ p TO BE ` t
B, �F
m�
.IL -� '4 DEMOLISHED) ,, �;ix SYM
(50 FT OF CANAL TO BE ` 0 DE DE@AOLBSFi
Ftt i Ott _, SUBJECT TO CAMS � �
AND USACE PERMITTING)
( nC r REMOVED)BE I T�
s
_....- s CEEs�iEET P -s �O� .
_
CAA
L FILL x SEC
rAffir
Dr. wpw
"(TCI RENOV , t D) (TO 9E REMOVED) \
rMSE[21002SHED
P P .fN
EX. DF
Y®
�' () E REMOVED) `
f, :y r
AM FRaPAAE' (TO BE )
,
a qiel
x
a
q.
<
pp
a` f
q )
q
P$
TO \
i a
g
' 6 O 6 DEMOUS( D)
r
q <_
TO 9E V O )
4` 44 1
4 .0.
4 !
it
LEGEND
4 4
EXISTING ASPHALT PAVEMENT\
4 .
EXISTING GRAVEL f SHELL DRIVE
!p ! 4
EXISTING IMPOUNDMENT
s w @ USAGE 404 WETLAND
? COASTAL MARSH
3-
n
DEEL MINEERING, PLLC
CIVIL 'ENGINEERING SERVICES
F)RM LICENSE P-1045
1004 WEST FIFIH STREET
KILL DEVIL HIU.S, NG 27948
Phone: (252) 2,02-3803 E—Mail: dadeeleng0grnallcorn
1 2/17/15 MODS PER CAA COMMENTS
NODATE REVISIONS
COPYRIGHT(D2013
2013
DEEL ENGINEERING, PLLC
THIS DOCUMENT IS THE PROPERTY
OF REEL ENGINEERING, PLLC. ALL
RIGHTS ARE RESERVED. ANY
REPRODUCTION OF THIS OR
POSSESSION WITHOUT PRIOR
PERMISSION OF DEEL
ENGINEERING, PLLC, WILL BE A
VIOLATION OF COPYRIGHT LAW.
4�4t \ i :� AP
,. not.
to
saA
AUDUBON
DRIVE
I RACQUET CLUB
ROAD
OCEAN TRAIL
(NC 12)
PROJECT SITE
Atlantic
Ocean
Cu rritu Ck
Soup
PROPERTY OWNER / APPLICANT: NATIONAL AUDUBON SOCIETY
225 VARICK ST,, 'FL, 7
NEW YORK, NY 10014-4396
PROPERTY IDENTIFICATION: PARCEL ID #0128000002AOOOO
305 AUDUBON DRIVE, COROLLA, NC
1. RECORDED REFERENCE: DD 268, PG 860
1 ZONE: SFC
3. PROPOSED=/EXISTING USE: PARK
4. PARCEL ICTAL AREA: 353,97 acres (GIS)
5. SCOPE OF PROJECT: THIS PROJECT PROPOSES THE RENOVATION OF EXISTING
ON—SITE S"'RUCTURES, THE ADDITION OF A LAB, AND THE ADDITION OF
PARKING AND TRAILS IN ORDER TO HOST EDUCATIONAL RETREATS ON THE
SITE.
6. PROPERTY IS LOCATED IN F.I.R,M. ZONES X° AND AE 6' AS SHOWN ON PLAN
(NAVD 88). ZONES SUBJECT TO CHANGE BY FEMA.
7. BOUNDARY, WETLANDS, SHORELINE, FLOOD ZONES, AND EXISTING LAYOUT
SHOWN FROM A COMPILATION OF SURVEY INFORMATION BY STYONS SURVEYING
SERVICES, SURVEY INFORMATION FROM BOWMAN CONSULTING, AND DIGITIZED
INFORMAT=ON FROM AERIAL PHOTOGRAPHY.
OZFORE YOU DIG
i,+
RT. Rr O ,` ;Nk
II, II
' CALL
r
NO TE:
THE i..t, ,THESE PLANS IS BELIEVE
�i.
O BE ACCURATE, �'B
RESPONSIBLEUT THE ACCURACY IS NOT
GUARANTEED. THE CONTRACTOR IS
FOR VERIFYING ALL LEVELS, LOCATIONS,
AND DIMENPRIOR TO SIONS
. IF A DISCREPANCY
IS FOUND, WORK
NOTIFIED. WORKrrUPON ENGINEERS
NOTICEi TO PROCEED.
GRAPHIC SCALE
( IN FEET )
1 inch = 60 ft.
0
ARCH I T E C T S
514 Market Street
Wilmington, NC 28401
Tel - [phone]
Fax -[phone]
REVISIONS
JOB NUMBER
12021
DRAWN BY
DAD
CHECKED BY
DAD
DATE
SEPT. 19, 2014
SHEET NUMBER
211912015 10:02 AM

4� 0
EXISTING DIRT ROAD TO
MEET NEW ASPHALT TUP'4AROUND
% % \
%\ %
EXISTING ROAD
\%
0000 UPGRADED FOR HEAVY
0 DUTY FIRE TRUCK ACCESS -
%\ EXISTING
ASPHALT - SEE CIVIL DRAWINGS
% ASPHALT ROAD
% %
N % 14
EXISTING ROAD
H
EXISTING
NEW HVY.- DUTY TRAFFIC OAK GROVE
OTTAGES
TURNAROUND
CDUPLEX
EXISTING ROAD
UPGRADED FOR HEAVY
DUTY FIRE TRUCK ACCESS - *WAR 14
ASPHALT - SEE CIVIL DRAWINGS Am ft
Ae
:%
wA
404 WETLANDS LINE 0
0
ywwwwwwww
%
WETLANDS LINE 0i �p 01
%%%
%%
r1 t
t *+
NEW CULVERT TO
%
%% % REPLACE EXISTING
+21.5'
CULVERTVIEWING
RELOCATED GAS TANR PLATFORM
NEWv,'OOD STRUCTUA
TO ELEVATE TANK
MARITIME FOREST
-® ' RESTORATION AREA
NEW DUMPSTER PAD NEW PLATFORM
AND SCREEN WALL AT EXISTING
%
STAIR
%
%
% % % CRUSHED OYSTER
L SHELL WALKWAY
_j %
% i REPLACE EXISTING 'CO VIEWING
OPEN AIR %% GRAPE ARBOR 4v
POLE STRUCTURE
%
PLATFORM
FOR TRACTOR DISTAL END OF 0 V,
EXISTING CANAL
TO BE FILLED %
nFa f'iEW SLAB FOR% 1A
E
FELOCATED GRAIN SILO
E EVATED WALKWAY t. eV,
x-20.0
NEW O, CRETE
'ELEVATED JIP,� TERRACE MASONRY
BOARDWALK
Ht 1, — ..NG, HEARTH PAVER
OVER CANAL - AND CHPANEY WALKWAY
SEE 6&7/P-4
WORK AREA
%
C
LIMITS OF DISTURBANCE %%
J#
CRUSHED OYSTER' - NEW204' WIDE HEAVY DUTY 5'
SHELL WALKWAY ROA0WAY FOR FIRE TRUCK
ACCESS SEE CIVIL DRAWINGS
REPLACE EXISTING
GRAPE ARDOR
EXISTING % .0
STORAGE
BUILDING W/
NEW TRELLIS
0<-- (5) NEW MARTIN
HOUSES IMPROVE INTERSECTION OF
DIRT ROAD TO UPGRADED ROAD
'I'll 400
41
PROPOSED ELEVATED 4
BOARDWALK
0
MASONRY PAVERS
ANNUAL MOS PERVIOUS CONCRETE
MASONRY
AREA PAVERS AT PARKING
<_ 404 WETLANDS LINE
APPROXIMATE EXISTING DIRT ROAD 4
TO REMAIN AS IS
ALIGNMENT OF %
C/WADING S
COASTAL C), E)STING TIMBER BL KHEAD EL %\
C�7 I ­ 11 k\ \� \,
WETLANDS A.E.C. Al Z % % %
10
Q
IN/
--
---
----—---- HOUSES EXISTING MARTIN
,�` i� I �
41 % \ 'k A
N%
.ted °a 1 ::/ i � ® - � � f
F"% 14
WADING SHELF
%
0
F
N
RESHAPED IMPOUNDMENT
A
d
/4
EXISTING MPOUNDMENT TO BE RESHAPED AS SHOWN.
NEW EAR -HEN BERM WITH LANDSCAPING. SEE LANDSCAPE DWGS.
MARITIME FOREST RESTORATION WILL INCLUDE THE REMOVAL OF
INVASIVE SPECIES VEGETATION, GRADING AND NEW PLANTING.
A NEW 20'-0" WIDE HVY, DUTY RATED ROADWAY WILL BE INSTALLED
FOR FIRE TRUCK ACCESS. THE HEAVY DUTY ROAD WILL THEN BE
OVERLAID WITH SOIL AND TURF TO REPLICATE THE EXISTING
DIRT ROAD. SEE CIVIL DWGS.
NEW SITE UTILITIES WILL BE INSTALLED SEE CIVIL DWGS.
NEW LABORATORY BUILDING: SINGLE STORY WD. FRAME
ON TIMBER PILINGS. SEE P-7 FOR ELEVATIONS.
CIRCA. 1913 LODGE TO BE LIFTED OFF EXISTING FOUNDATION
AND PLACED ON NEW PILING FOUNDATION SYSTEM. THE BUILDING
TO BE FULLY RENOVATED. A FRONT DECK AND A NEW 1 STORY
SCREENED PORCH WITH STAIR TO BE ADDED TO THE BACK.
SEE P-8 FOR ELEVATIONS.
@NEW DINING HALL: SINGLE STORY WOOD FRAME STRUCTURE ON
TIMBER PILINGS. SEE P-9 FOR ELEVATIONS.
@CIRCA 1913 GUIDE'S QUARTERS TO BE LIFTED OFF EXISTING
FOUNDA-ION AND SET BACK ONTO HIGHER, NEW FLOOR
AND TIMBER PILING STRUCTURE. SEE P-10 FOR ELEVATIONS.
EXISTING 4 -BAY GARAGE TO BE RENOVATED INTO AN OPEN AIR
SCREENED IN GATHERING PAVILION.
(D (4) EXISTING STORAGE BUILDINGS TO RENOVATED.
SITE STRUCTURES.
@PERCH COTTAGE, A THREE STORY WD. FRAME STRUCTURE
ON TIMBER PILINGS, IS TO BE RENOVATED WITH NEW EXTERIOR
AND INTERIOR FINISHES AND OTHER WORK.
OAK GROVE COTTAGES, A TWO STORY WD, FRAME STRUCTURE ON
TIMBER PILINGS IS TO BE RENOVATED WITH NEW EXTERIOR
AND INTERIOR FINISHES AND OTHER WORK.
(D SAND HILL COTTAGE, A TWO STORY WD. FRAME STRUCTURE ON
TIMBER PIINGS IS TO BE RENOVATED WITH NEW EXTERIOR
AND INTERIOR FINISHES AND OTHER WORK,
THE BOAT BUILDINGS. (NOT IN CONTRACT)
OMITTED,
NEW WASTEWATER DRAINFIELDS.
ELEVATED 6'-0" WIDE WOODEN WALKWAY.
PROPERTY INFORMATION:
Owner:
Parcel Identification Number:
National Audubc- Society
9942-59-0885
225 Varick St. F. 7
New York, NY 10014-4396
Contact:
Current on Classification:
Robbie Fearn
SFO
252-453-0603
rfearn@audubor,,.org
Site Address:
Parcel Total Area:
305 Audubon Drve
353.97 arses
Corolla, North Carolina 27927
AREAS OF ENVIRONMENTAL CONCERN:
404 Wetland (approx. area):
+/- 30.3 Acres
Coastal Wetland and Open Water (approx. area):
162.2 Acres
AREA OF DISTURBANCE:
Limits of Disturbance:
+/- 264,352 square feet (6.07 acres)
EXISTING STRUCTURE TO BE RENOVATED
NEWBUILDING/ADDITION
WE -LAND DELINEATION LINE
EXISTING TREE DELINEATION LINE
DISTAL
AL END OF EXISTING CANAL TO BE FILLED
....... LIM7S OF DISTURBANCE
1 The Lawn Site Plan
P-3 scale: 1 40'-011
N
NEW TRELLIS
AND GATE
%10
0 40' 80, 120'
OF EXISTING
APPROX. LOCA_j I I
6" PVC IMPOUNEIMENT OUTLET PIPE- 0
Z -X
SEE CIVIL DRAWINGS j
FOR POND CONTROL THE WORK INDICATED ON THIS SITE PLAN IS A GENERAL DESCRIPTION OF
STRUCTURE Q 4# SOME OF THE MAJOR COMPONENTS OF THE PROJECT. IT DOES NOT
SHOW OR INDICATE ALL WORK CONTAINED IN THE CONTRACT. PLEASE
8" PVC PIPE SCH. 40 @0.0SEE THE FOLLOWING SHEETS FOR MORE DETAILED DESCRIPTION OF
0/o,
THE SCOPES OF WORK.
A R C H IT E C T -S
514 Market Street
Wilmington, NC 28401
Tel - [phone]
762-8506
REVISIONS
DRAWN BY
Hill
CHECKED BY
Hemingway
DATE
March 19, 2015
SHEET NUMBER

s
NORMAL WATER
- - - - LIGE (SHORELINE) - - - - -
- EXISTING DOCK t Etta 1
NO WORK 0 T t EDGE OF MARSH
EXISTING CONCRETE -
- RAMP & DOCK - NO WORK _ _ _ - _ _ 31
Z
WETLANDS
l -
- - -- - - _ _ _ _ _ _ _
- - - - - - - - t - - EXISTING BULKHEAT
EDGE OF MARSH
- TO REMAIN _
- - - - .._ - - - - - - - - - - - - -
EXISTING BULKHEAD TO REMAIN
- - - _ tP #?
_ _ _ _
- - _ EXISTING SPLIT LEVEL DOCK= _ _ _ - ` - - - -NORMAL _ -
-TO BE REPAIRED - - - WATER LINE -
a _ ` (SHORELINE) _ _ - _ -
PROPOSED NEW ®� t _
DOCK W1 VINYL _ - _ - _ _ _ _ _ _ _ _ -C t® - - - - _ _ - _ - - - - - -
BREAKWATER - - - - - - - -- - -
1
- - - - -- - - - - - - - - - 6 �• - - - - - - - - - - - - -
- - _ - __ - - - - _ _ _ _ _ - _
- PROPOSED NEW DOCK
W11 VINYL BREAKWATER _ _ - _ a PROPOSED NEW-
- - - - - - - - - - - - - �a - DOCK W/ VINYL - - - - - - - - - - - - - - -
_ - ® BREAKWATER - - - _ PROPOSED NEW DOCK WITH
- - - - - - - - - - VINYL BREAKWATER
- - - - - - - - - - - - - - - - - -- (-2.0') - - - - - - - - - - - - - -- - - - -
- - -- - - - - - - - - - - - - - - - - - - - - - - - - - ® - - - - - - - - - - - -
- - - - - - - - - - - - - - - - - - - - _ _c` _ ®_ - - _ _ _ _ _ _ _ - _
- - - -- - - -- -- - - - - -- - - _
- _. - - - - -
_ _ _ _ _ _ � _ ice"' _ _ _ � _ - ®�
- - - - - - - _ (-3.0`)_ �- - - ` - .. - _ _ .. - _
DASHED LINE INDICATES
-PROPOSED NEW- PROPOSED NEW VINYL
- DOCK W/ VINYL - - c - _ _ _ _ BREAKWATER - SEE 5/P-4- _
BREAKWATER
- - - - - - - - - - - - - - - - - - - --- - - -
_ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ - _ _ _ _ _ - _ _ - _ _ _
--4.0,} - - - - -- - - - - - - - - - - - - - - - - - --- - - - - - - - -
- - - - —PROPG"QED NEW DOCK WITHI
- VINYL �; EAKWATER
------------------------------------
2 Dock Renovation Plan
- P- scale: 1 20'-0" - - - - - - - - - - - -
W: „AP TOP RAIL AROUND POST
AT ;SUPPORT POST
Y,`7 ND DECK/—RE GRADE EXISTING PATH TO MEET
1 01'm, PAST POST NEV BRIDGE DECK ELEV.
1/2" PER FT. SLOPE MAX. (TYP.)
,777 T x EXISTING GRADE
2x4 @ JOISTS TO
READER
–2x10 P.T. HEADER ICON1NECTION - 2.5 CCA
` I AT END OF BEAMS
1 I Eh1EED 44 P.T. SUPPORT
PC STS 4`-0" MIN.
EY {STING CANAL
1 I BL _KNEAD
V-0" INSTALL SUPPORT POST
1'-w" BEYOND BULKHEAD
tion @ Bridge over
Canal
P.T. TOP RAIL
1/2"R AT
_S ON TOP
`.T. INTERMEDIATE
TYPICAL EACH SIDE
'.T. RAILS EQUALLY
'ED
HOT DIP GALV.
)UGH BOLTS (TYP.)
P.T. SOLID
BUCKING AT
CER�TER POST
Section @ Bridge over Canal
2x8 JOISTS @ 14" O.C. -
2.5 CCA
2x10 GIRDER - EACH
SIDE OF PILE - 2.5 CCA LJ LJ
SEAWALL GRADE 11
WATERLINE
Section @ Dock `
r:
INS All
Elevation
M4 Elevated Walkway
5/4x4 P.T. HORIZONTAL
PICKET
2x10 P.T. SLOPED TOP
RAIL
I I
r
L_
FOUNDATION OPTIONS
SEE STRUCTURAL
{I E
1 i�
L J
3 Section @ Elevated Walkway
P-4 scale: 1/2" = V-0"
514 Market Street
Wilmington, NC 28401
762-8506
`,4{t{tlttt{/tt
���� ����
Ui + LCf ^�
��
7487
„n
15
20 l
c
c�
0
cd
4J
REVISIONS
DRAWN BY -
ill
CHECKED BY
Hemingway
DATE
March 1, 2015
SHEET NUMBER

F
f
SHLDR.
2' p
SHLDR.
1.5" A
BINDEI
S" ABC
(NCDOT
1
SIGN: R7-8 R7 -8A
RESERVED GREENBORDER AND LEGEND
PARKING ITS — BACKGROUND
BLUE — IN ACCORDANCE W/
ADA STANDARDS
�P
PENALTY SIGN: R7 -8D
S 250
GREEN — BORDER AND LEGEND
ITE — BACKGROUND
1
2500 PSI CONCRETE
BEFORE YOU /!
GRAVEL BASE (STORAGE LAYER) TO
CONSIST OF 12" MIN, THICKNESS.
GRAVEL BASE (STORAGE LAYER) SHALL
SP
C`ONFOM TO THE FOLLOj ADINGe
SING
1.5" 100%
1.0" 957.(±5%)
0.5" 45%(±5%)
NO>4 <5%
COMPACTED STONE TO HAVE 40
VOID SPACE.
2.5` WIDE WHEEL STRIP
6' ON—CENTER
(FILL GRASSPAVE NTH
" WIDE X 12x° DEEP GRAVEL). GRASSPAVE
CONCRETE CURB EDGING WITHIN GRAVEL SECTION
TO BE ANCHORED VIA
(TOP CURB FLUSH WITH STAINLESS STEEL 1"
GRADE) FENDER WASHERS AND
GRASSPAVE Sas GUTTER SPIKES (6
ANCHORS PER SQUARE
METER)
PERIMETER AND HIGH TRAFFIC
AREAS
DHL ENGINEERING,
PILL C
C../IL ENGINEERING SERVICES
FIRM LICENSE P-1045
1004 WEST FIFTH STREET
KILL DEML H! , NO 27948
Phone [phone] E—Mail: dadeelongOgmall.com
1 2,17/15 BODS PER CAMA COMMENTS
NO. DATE REVISIONS
COPYRIGHT02013
2013
REEL ENGINEERING, PLLC
THIS DOCUMENT IS THEPROPERTY
OF DEEL ENGINEERING, PLLC. ALL
RIGHTS ARE RESERVED, ANY
REPRODUCTION OF THIS OR
POSSESSION WITHOUT PRIOR
PERMISSION OF DEEL
ENGINEERING, PLLC, WILL BE A
VIOLATION OF COPYRIGHT LAW.
SPECIFICATIONS
UNIT SIZE — 50 CM X 50 CM X 2>5 CM
AVAILABLE IN 9 STANDARD ROLL SIZES
UNIT WEIGHT — 510 GRAMS (18 OZ°
O 2,0 KG (4.5 POUNDS
STRENGTH — 402 KG/CM (9720 PSI)
COLOR — BLACK (STANDARD)
RESIN — HDPE (WITH SOME POST—CONSUMER
RECYCLED CONTENT)
SEE ENLARGEMENT BELOW
HYDROGROW MIX BELOW RING
SUPPLIED FREE BY MANUFACTURER
RINGS FILLED NTH CONCRETE SAND (CLEAN, SHARP SAND)
_
COMPACTED SANDY GRAVEL ROAD BASE
z 95 MODIFIED PROCTOR DENSITY
6 INCHES TO 12 INCHES
L� (DEPTH OF BASE COURSE TO BE
DETERMINED BY ON—SITE ENGINEER)
COMPACTED SUBGRADE,
SECTION
--- OF GRASS ROOT MASS 6 MM
/4`s) ABOVE TOP OF RING
)SPAVE2 ATTACH WITH
AP—FIT FASTENERS
MASS TO FILL
,ASSPAVE2
ACTED SANDY GRAVEL
ENLARGEMENT BASE COURSE
REMAINING ANCHORS
NG PERIMETER AND
i TRAFFIC AREAS NOTE: GRASS/PLANT TYPES.SHALL BE SPECIFIED BY A LANDSCAPE ARCHITECT OR
LANDSCAPE DESIGNER.
ELEVATION VARIES
SEE GRADING PLAN
! YPICAL GRA,SSPAVE2 DETAIL
FOR SPOT GRADES
1
CHOOSE THIS PRODUCT FOR REINIaORCING GRASS WEARING SURFACES
NOT TO SCALE
1600 Jackson St., Stns.
Invisible
GOLDEN, COLORADO 50401
GRASSED SECTIONS TO BE
800-2334-1510 OR 303-233-8383
Structures, Inc.
FAX; 800-233-1522 OR
WITH SEEDING
SPECIFICATIONS PROVIDED
303233-8282
GPDET.DWG
www.invietblestructures.com
rev. 10/05
FOR SPOT GRADES
2.5s WIDE WHEEL STRIP
0 6' ON—CENTER
(FILL GRASSPAVE WIT�-I
GRAVEL). GRASSPAV
GRASSED SECTIONS TO BE
WITHIN GRAVEL SECTION
SEEDED IN ACCORDANCE
STAIN ANCHORED VIA
STAINLESS STEEL 1}�`°
WITH SEEDING
SPECIFICATIONS PROVIDED
FENDER WASHERS AND
IN LANDSCAPE PLANS
8"GU R SPIKES (6
ANCHORS PER SQUARE".
METER)
bas WIDE X 12" DEEP
CONCRETE CURB EDGING
ASSPAVE r (TOP CURB FLUSH WITH
GRADE)
3
� r
i
ARCM I T E C T S
514 Market Street
VVilmingtOn, NC 25401
Tel - [phone]
-ax - [phone]
f Ay
JOB NUMBER
P12021
DRAWN BY
DAD
CHECKED BY
DAD
DATE
SEPT. 19, 2014
SHEET NUMBER
2(19/2x15 1x:02 AM

THE DATA GIVEN ON THESE PLANS IS
TO BE ACCURATE, BUT THE ACCURACY IS NOT
GUARANTEED. CONTRACTOR IS R
FOR VERIFYING ALL LEVELS, LOCATIONS,
AND DIMENSIONS OF THE EXISTING UTILITIES
PRIOR TO CONSTRUCTION. IF A DISCREPANCY
IS FOUND, WORK SHALL CEASE AND THE ENGINEER
NOTInED. WORK MAY CONTINUE UPON
NOTICE
HORIZONTAL SCALE: 1®® 40'
VER71CAL SCALE. 1 s - 10,
q.
.' d
sEE LANDSCAPE PLANS
SEE LANDSCAPE PLANS 112
FOR o z r9N4 ZONES
I '�
d INFORMATION
HORIZONTAL SCALE: I' - 40
VERTICAL SCALE: I' — 10'
TOP STRUCTURE
® Oxv.
CONTRAGM 10 WALL r CAMIRCRONAL
C"SEE
10 TO As
� mews r
TO
AT
r
LANDSCAPE PLANSFOR PLANTING'
ZOdES
MOW 003t ROM$ 'M CONTROL POND EIVATM AT 0.4°
&a
in
STANDARD
INFORMATION
M35 DROP KATA
�.
..WALLS
TO Y NINARM
a
ICONTRACTOR
TO COMNWT
TO EX Q° PVC AT COSTING
DIMONNON& UMM FOR UK AS
SirMVM ELEVATM
-ADJUSTABLE
CMTRACTOR TO WALL
T�
NEN Or PW 40 PnCOPOW
CONTROL
STRUCTIM To PONA, INS.
CONTRACTOR TO CONNECT
®.MONK
70 r PNC AT NPH
1
OUTLET POND
-.^A
i A (
° i-0.z°i)
l0 INSTALL r MMENSICKAL
MT TO
CONTROL ST UCTURE (SEE
lOilo
MSWISS Rd Ai
DETAIL. THIS SH
E%. 6"
i I
SAL POND
TOP 0, BEY. Z4'
..
E
ELEX X
HORIZONTAL SCALE: 1®® 40'
VER71CAL SCALE. 1 s - 10,
q.
.' d
sEE LANDSCAPE PLANS
SEE LANDSCAPE PLANS 112
FOR o z r9N4 ZONES
I '�
d INFORMATION
HORIZONTAL SCALE: I' - 40
VERTICAL SCALE: I' — 10'
f
f ?. A f ir, • e.
f fy
MOVES 10 BE FMRIM 0470 STRUCTIAK
WNULS NB REOEhE r NOMMUL
ORMISIONA. LUMBER FOR USE AS
ADJUSTA"(MR
DEE!,,. ENGINEERING, PLLC
i
CIVI- ENGINEERING SERVICES
"IRM LICENSE P-1045
1004 WEST FIFTH STREET
KILL DEVIL HI e NC 27948
Phone: [phone] E—Mail: dad I g rnall.co n
1 2`17/2015 MODS PER CAMA COMMENTS
NCO. GATE REVISI®NS
TOP FORACTUX
® . Bee°
TOP STRUCTURE
® Oxv.
CONTRAGM 10 WALL r CAMIRCRONAL
2,8° "�..
10 TO As
� mews r
TO
AT
r
MOW 003t ROM$ 'M CONTROL POND EIVATM AT 0.4°
MAINTAIN WAIERNPOND
8"ATION 0.4°
PROM TO W FORMED INTO STRUQ1UAX
STANDARD
M35 DROP KATA
..WALLS
TO Y NINARM
ICONTRACTOR
TO COMNWT
TO EX Q° PVC AT COSTING
DIMONNON& UMM FOR UK AS
SirMVM ELEVATM
-ADJUSTABLE
CMTRACTOR TO WALL
T�
NEN Or PW 40 PnCOPOW
CONTROL
STRUCTIM To PONA, INS.
CONTRACTOR TO CONNECT
f
f ?. A f ir, • e.
f fy
MOVES 10 BE FMRIM 0470 STRUCTIAK
WNULS NB REOEhE r NOMMUL
ORMISIONA. LUMBER FOR USE AS
ADJUSTA"(MR
DEE!,,. ENGINEERING, PLLC
i
CIVI- ENGINEERING SERVICES
"IRM LICENSE P-1045
1004 WEST FIFTH STREET
KILL DEVIL HI e NC 27948
Phone: [phone] E—Mail: dad I g rnall.co n
1 2`17/2015 MODS PER CAMA COMMENTS
NCO. GATE REVISI®NS
TOP FORACTUX
® . Bee°
TOP STRUCTURE
® Oxv.
CONTRAGM 10 WALL r CAMIRCRONAL
2,8° "�..
TO
AT
MAINTAIN WAIERNPOND
8"ATION 0.4°
PROM TO W FORMED INTO STRUQ1UAX
..WALLS
TO Y NINARM
DIMONNON& UMM FOR UK AS
-ADJUSTABLE
W INIM MR)
CONTRACTOR TO CONNECT
70 r PNC AT NPH
1
-.^A
i A (
° i-0.z°i)
l0 INSTALL r MMENSICKAL
MT TO
lOilo
MSWISS Rd Ai
E%. 6"
i I
A
0 pvc w BOTTOM STRUCTURE
(-Lo ® MAV.( -20)
it r
COPYRIGHT c 2613
REEL ENGINEERING, PLLC
THIS DOCUMENT IS THE PROPERTY
OF REEL ENGINEERING, PLLC. ALL
RIGHTS ARE RESERVED. ANY
REPRODUCTION OF THIS OR
POSSESSION WITHOUT PRIOR
PERMISSION OF DEEL
ENGINEERING, PLLC, WILL BE A
VIOLATION OF COPYRIGHT LAW.
ARCH I T E C T S
514 Market Street
Wilmington, NC 25401
Tel - [phone]
Fax - [phone]
M" Aly 2 1;
REVISIONS
JOB NUMBER
P12021
DRAWN BY
DAD
CHECKED BY
DAD
DATE
SEPT. 19, 2014
SHEET NUMBER
2/22/2015 11:02 AM

EXISTING LOT LINES FROM THE PINE
ISLAND ESTATES SUBDIVISION (ALL LOTS
ARE UNDER THE OWNERSHIP OF THE
NATIONAL AUDUBON SOCIETY — SEE
SITE PLANS FOR INDIVIDUAL LOT
DESCRIPTIONS AND PIN NUMBERS)
EXISTING TREE
CANOPY LINE
tr
PROPOSED ASPHALT
ACCESS AND
TURN—AROUND
SURFACE
EXISTING 7
BAY GARAGE
BUILDING
ti
DINING HALL DUPLEX
WASTEWATER DISPOSAL SYSTEM
GUIDE QUARTERS AND OPEN
AIR SCREENED PAVILION
WASTEWATER DISPOSAL SYSTEM
NEW WORKSHOP
DISPOSAL SYSTEM]
I/N1
PROPOSED ASPHALT�
A('('E-CC AND
TURN --AROUND
SURFACE
�f
EX STING COTTAGE TO
BE RENOVATED
EXISTING COTTAGES
TO BE RENOVATED
iii
GURRITUGK
SOUND
ATLANTIC,
0 C, IE A N
Z
-13 M
ti\
EXISTING POND *01
LEADING TO BAUM PROPOSED
CREEK VIN,
WOODEN
DECK 4
EXISTING % EXISTING 12"
LODGE TO BE j
WATER MAIN
RENOVATED
AL
PROPOSED
A,
IMPOUNDMENT
TU REPLACE
EXISTING ffi df� NOTE. EXISTING
THE DATA GIVEN ON THESE PLANS IS BELIEVED
1IPOUNDMENT WETLANDS
TO BE ACCURATE, BUT iriE ACCURACY IS NOT
GUARANTEED. THE CONTRACTOR IS RESPONSIBLE
GRAPHIC SCALE (TYP)
FOR VERIFYING ALL LEVELS� LOCATIONS, TYPES,
80 0 40 80 150 2 EXISTING
0 AND DIMENSIONS OF THE EXISTING UTILITIES
3
WETLANDS PRIOR TO CONSTRUCTION. IF A DISCREPANCY
IS FOUND, WORK SHALL CEASE AND THE ENGINEER
(TYP) NOTIFIED. WORK MAY CONTINUE UPON ENGINEERS
IN FEET NOTICE TO PROCEED.
1 inch = 80 ft.
CARc
C
z
SEAL
26980
.. ........
..........
..........
.......... ..........
.. ...... ..
GIM M41NM\11\16 5�P\VIC�5
.. .. ............
0
1rIPZMIXN5�0,:P-0929
-264 ,@� HTT� �N� r - 4 721W 5-r­� fTY PA,'OX,N� - (25 2) 4B9-7145 A R C H I T E C T S
514 Market Street
Wilmington, NC 28401
C0F1`R1&,'r Q 2014 Tel - [phone]
AA"WRW1AMR®AFS FUC
rH1.5 L76k2#-L=Nr /5 7W Fax - [phone]
FROPERlY Ow ANLAW
&WN-MR/W FUC. ALL R16WTS
ARE ALE5MVEP. ANY
R499WVW770H OF rHIS OR
FV -56C -5510N H/7HOUr PRIOR
FEWNI-15510N OF ANLAI#=
MOIACERIW FUC, PYILJ- BEA
VIOLA 770M OF COPYW16HT LAN,
ND -T-5 -I
1. PROPERTY OWNER / APPLICANT: NATIONAL AUDUBON SOCIETY
ti
EXISTING TREE
CANOPY LINE
tr
PROPOSED ASPHALT
ACCESS AND
TURN—AROUND
SURFACE
EXISTING 7
BAY GARAGE
BUILDING
ti
DINING HALL DUPLEX
WASTEWATER DISPOSAL SYSTEM
GUIDE QUARTERS AND OPEN
AIR SCREENED PAVILION
WASTEWATER DISPOSAL SYSTEM
NEW WORKSHOP
DISPOSAL SYSTEM]
I/N1
PROPOSED ASPHALT�
A('('E-CC AND
TURN --AROUND
SURFACE
�f
EX STING COTTAGE TO
BE RENOVATED
EXISTING COTTAGES
TO BE RENOVATED
iii
GURRITUGK
SOUND
ATLANTIC,
0 C, IE A N
Z
-13 M
ti\
EXISTING POND *01
LEADING TO BAUM PROPOSED
CREEK VIN,
WOODEN
DECK 4
EXISTING % EXISTING 12"
LODGE TO BE j
WATER MAIN
RENOVATED
AL
PROPOSED
A,
IMPOUNDMENT
TU REPLACE
EXISTING ffi df� NOTE. EXISTING
THE DATA GIVEN ON THESE PLANS IS BELIEVED
1IPOUNDMENT WETLANDS
TO BE ACCURATE, BUT iriE ACCURACY IS NOT
GUARANTEED. THE CONTRACTOR IS RESPONSIBLE
GRAPHIC SCALE (TYP)
FOR VERIFYING ALL LEVELS� LOCATIONS, TYPES,
80 0 40 80 150 2 EXISTING
0 AND DIMENSIONS OF THE EXISTING UTILITIES
3
WETLANDS PRIOR TO CONSTRUCTION. IF A DISCREPANCY
IS FOUND, WORK SHALL CEASE AND THE ENGINEER
(TYP) NOTIFIED. WORK MAY CONTINUE UPON ENGINEERS
IN FEET NOTICE TO PROCEED.
1 inch = 80 ft.
CARc
C
z
SEAL
26980
.. ........
..........
..........
.......... ..........
.. ...... ..
GIM M41NM\11\16 5�P\VIC�5
.. .. ............
0
1rIPZMIXN5�0,:P-0929
-264 ,@� HTT� �N� r - 4 721W 5-r­� fTY PA,'OX,N� - (25 2) 4B9-7145 A R C H I T E C T S
514 Market Street
Wilmington, NC 28401
C0F1`R1&,'r Q 2014 Tel - [phone]
AA"WRW1AMR®AFS FUC
rH1.5 L76k2#-L=Nr /5 7W Fax - [phone]
FROPERlY Ow ANLAW
&WN-MR/W FUC. ALL R16WTS
ARE ALE5MVEP. ANY
R499WVW770H OF rHIS OR
FV -56C -5510N H/7HOUr PRIOR
FEWNI-15510N OF ANLAI#=
MOIACERIW FUC, PYILJ- BEA
VIOLA 770M OF COPYW16HT LAN,
ND -T-5 -I
1. PROPERTY OWNER / APPLICANT: NATIONAL AUDUBON SOCIETY
225 VARICK ST., FL, 7
NEW YORK, NY 10014-4396
2. PROPERTY IDENTIFICATION: GLOBAL PIN #9942-59-0885
PARCEL ID #0128000002A0000
300 AUDUBON DRIVE, COROLLA, NC
3. RECORDED REFERENCE: DB 2688 RD 860
4, PROPOSED/EXISTING USE: WILDLIFE PRESERVE
5. PARCEL TOTAL AREA: 383.58 acres
6. SCOPE DT PLAN: PLANS ILLUSTRATE THE RENOVATION OF EXISTING
ON—SITE STRUCTURES, THE ADDITION OF A WORKSHOP, DINING HALL AND
OUTDOOR SCREENED PAVILION, AND THE ADDITION OF PARKING AND TRAILS
IN ORDER TO HOST EDUCATIONAL RETREATS ON THE SITE,
7. PROPERTY IS LOCATED IN F.I.R.M. ZONES X' AND AE 6' AS SHOWN ON
PLAN (NAVC 88). ZONES SUBJECT TO CHANGE BY FEMA.
8. BOUNDARY, WETLANDS, SHORELINE, FLOOD ZONES, AND EXISTING LAYOUT
SHOWN FROM A COMPILATION OF SURVEY INFORMATION BY STYONS
SURVEYING SERVICES, BOWMAN CONSULTING AND DIGITIZED INFORMATION FOR
AERIAL PHOTOGRAPHY.
9. ALL UnLITY WORK WILL REQUIRE PERMITS FROM THE NCDENR.
10. ALL UTILITY CROSSINGS MUST BE IN ACCORDANCE WITH THE
0
REGULATIONS OUTLINED IN THE NORTH CAROLINA ADMINISTRATIVE CODE
(NCAC).
z
PLAN LEGEND
EXISTING ASPHALT PAVEMENT
04
AL: EXISTING WETLANDS
0
PROPOSED CONCRETE
'w
PROPOSED ASPHALT PAVEMENT
PROPOSED 20' GRASSPAVE FIRE
ACCESS DRIVE
PROPOSED PERMEABLE CONCRETE
PARKING
PROPOSED PERMEABLE PAVER
BLOCKS
REBAR SET
4)
50 PENNY NAIL AS SURVEY
TRANSVERSE STATION
S.S.S NAIL & WASHER SET
Cd
WATER METER
PHONE PEDESTAL
CATV
z 0
EXISTING FENCE
EX. OP
0
CL
NCS MONUMENT "Run 1995"
Cf)
EX. CM
El
0
TRANSFORMER/POWER BOX
X WATER VALVE
<
:z
BORING STAKE
LLJ
> Ljj
BIRDHOUSE
0 w
CL
C:==O GAS TANK
REVISIONS
11 61 1 EXISTING CONTOURS
—6' PROPOSED CONTOURS
EX. UNDERGROUND POWER LINE
EX. UNDERGROUND COMMUNICATION LINE
APPROXIMATE UNDERGROUND UTILITY
EX. UNDERGROUND GAS LINE
JOB NUMBER
EX. WATER LINE
P12021
EX. TRAVERSE LINE
DRAWN BY
JJA
EX. WETLAND DELINEATION LINE
CHECKED BY
PROPOSED FIRE HYDRANT
JJA
PROPOSED THRUST BLOCKS
DATE
SEPT 25, 2014
SHEET NUMBER
PROPOSED GATE VALVE & BOX
PROPOSED WATER METER AND VAULT
EX. WETLAND DELINEATION FLAG
P-7
EX. TREE
2/19/2015
3:26 PM