20091069 Ver 1_CAMA Application_20091007

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NCDENR
North Carolina Department of Environment and Natural Resources
Division of Coastal Management
Beverly Eaves Perdue James H. Gregson Dee Freeman
Governor Director Secretary
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October 5, 2009
MEMORANDUM:
0 C T 7 2009
TO: Cyndi Karoly, Supervisor DENR-WATER QUALITY
401 Oversight & Express Permits Unit WETUUNIDS ANDSTORhIWATIERBRWr)A
Division of Water Quality-Surface Water Protection
FROM: Doug Huggett, NC DENR-DCM Major Permits Coordinator
400 Commerce Ave., Morehead City, NC 28557 (Courier 11-12-09)
SUBJECT: CAMA/Dredge & Fill Major Permit Application Review
Applicant: Village of Bald Head Island (c/o: McCall & Oakley)-BHI Creek Expansion
Project Location: At 107 N. Bald Head Wynd, in the Village of Bald Head Island, adjacent to
Bald Head Creek, in Brunswick Co.
Proposed Project: An expansion of the existing public boat ramp access facility, including the
construction of a new boat ramp, additional parking and two (2) new docks
replacing an existing dock
Please indicate below your agency's position or viewpoint on the proposed project and
return this form by November 2, 2009. If you have any questions regarding the
proposed project, contact Heather Coats [phone], when appropriate, in-depth
comments with supporting data is 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
400 Commerce Ave., Morehead City, NC 28557--3421
Phone: [phone] FAX: [phone] Internet: www.nccoastalmanagement, net
An Equal Opportunity 1 Affirmative Action Employer
One
NorthCarofina
Naturall
DIVISION OF COASTAL MANAGEMENT
FIELD INVESTIGATION REPORT
1. APPLICANT'S NAME: Village of Bald Head Island, c/o Chris McCall & Doug Oakley
2. LOCATION OF PROJECT SITE: The project site is located at 107 N. Bald Head Wynd, in the Village of Bald
Head Island, adjacent to Bald Head Creek, in Brunswick County.
Photo Index - 2006: 11-61786 S-T 16-17 2000: 11-104 E 8-9; F 8 1995: 9-103 S 6-7
State Plane Coordinates - GPS File: Q060913A
X:2304144 Y: 45963
Lat:33052'19.42791"N Long: 77°59'53.55967"W
3. INVESTIGATION TYPE: CAMA/D& F
4. INVESTIGATIVE PROCEDURE: Dates of Site Visit - 6/9/09, 9/15/09
Was Applicant Present - Yes (Chris McCall)
5. PROCESSING PROCEDURE: Application Received - 9/24/09 (complete)
Office - Wilmington
6. SITE DESCRIPTION:
(A) Local Land Use Plan - Village of Bald Head Island
Classification From LUP - Conservation /Medium Density Residential I/ Recreation
(B) AEC(s) Involved: ES, EW, PTA
(C) Water Dependent: Yes
(D) Intended Use: Public
(E) Wastewater Treatment: Existing - N/A
Planned - N/A
(F) Type of Structures: Existing - Boat ramp, two docks, gazebo & parking areas, single-family
residence.
Planned - New boat ramp, two docks and expanded parking area.
(G) Estimated Annual Rate of Erosion: N/A Source - N/A
7. HABITAT DESCRIPTION: [AREA]
T)T? RTVI-PTI 1r TT T UTl n rTTrn
(A) Vegetated Wetlands (coastal)
574 sq. ft. 410 sq. ft.
(shaded)

(B) Non-Vegetated Wetlands - open water -60 sq ft. -440 sq. ft.
(incorporated)

(C) Other (Highground) 0.25 acres 0.5 acres
(spoil disposal) (disturbed)
(D) Total Area Disturbed: -0.78 acres
(E) Primary Nursery Area: No
(F) Water Classification: SA Open: No
8. PROJECT SUMMARY: The applicant is proposing an expansion of the existing public boat ramp access facility,
including the construction of a new boat ramp, additional parking and two new docks replacing an existing dock.
Village of Bald Head Island Creek'Access, c/o Chris McCall & Doug Oakley
Page Two
9. PROJECT DESCRIPTION:
Bald Head Island is part of an island group known as Smith Island, located at the confluence of the Cape
Fear River and Atlantic Ocean between Fort Fisher and Oak Island/Caswell Beach. The island is .
accessed by private boat or a private ferry service from Southport. The project site is located on three
lots on North Bald Head Wynd- Lots 105, 107 and 109. To find the project site from the Bald Head
Island Marina, head south and turn onto North Bald Head Wynd. Travel approximately 1/4 mile to the
Bald Head Island public access site, located on the left.
The project site is adjacent to residential properties and Bald Head Creek. There is a single-family
residence located on Lot 105, owned by Doug Oakley, the joint applicant. A shared pier is currently
located on the property line between Lots 105 and 107, leading to a 2-slip floating dock measuring
approximately 44' in length by 10' in width. There are no other man-made structures currently located
on Lot 107. Lots 107 & 109 are owned by the Village of Bald Head Island. There is an existing boat
ramp located on Lot 109 along with associated parking, canoe/kayak racks on high ground and a
covered gazebo. A pier with three slip floating dock is located on the lot to the east of the boat ramp.
The floating dock measures approximately 60' in length by 8' in width. Both piers and the boat ramp
were authorized under State Permit 4151-84, which was issued to Bald Head Island Limited on July 3,
1984. State Permit #151-84 first'authorized construction of 17 temporary use slips and a boat ramp. The
permit was later modified numerous times to eventually include a total of 60 boat slips along Bald Head
Creek, including the two allocated to the shared dock located between Lots 105 and 107. The permit
eventually included a condition that capped the maximum allowable number of slips along the creek at
60, but the Division has authorized the reallocation of permitted slips to different docks.
High ground vegetation on the tract consists of Yaupon (Ilex vomitoria), Live Oak (Quercus virginiana),
Red Cedar (Juniperus virginiana). High ground vegetation transitions waterward to high marsh species,
consisting primarily of Salt Meadow Hay (Spartina patens), Sea Oxeye (Borrichia frutescens),
Glasswort (Salicornia spp.) and Sea Lavender (Limonium carolinianum). The high marsh vegetation
then transitions to low marsh, or Salt Marsh Cordgrass (Spartina alterniora). Current water depths at
the edge of the creek range from 0' to approximately 1' at normal low water (NLW) in the location of
the existing docks. Water depths in the location of the proposed docks are similar (see sheet labeled
CAMA-2).
The proposed site for the excavated boat ramp material is located approximately 1 mile from the project
site at 406A N. Bald Head Wynd, which is the island's yard waste facility.
The Village of Bald Head Island Land Use Plan classifies the creek area as Conservation and the
adjacent upland areas of this project as Medium Density Residential 1 (Lot 107) & Recreational (Lot
109). The waters of the project site are classified as SA by the NC Division of Water Quality. The NC
Division of Marine Fisheries has NOT designated this area of Bald Head Creek as a Primary Nursery
Area and the waters are closed to the harvesting of shellfish.
Village of Bald Head Island Creek Access, c/o Chris McCall
Page Three
PROPOSED PROJECT:
The applicant is proposing a new boat ramp, measuring 60' in length by 10' in width, to be located west
of the existing boat ramp. The boat ramp would be constructed of concrete slabs poured on high ground
and pushed into place. Approximately 1.5' of substrate would be excavated from the proposed ramp area
during construction. The excavated material would be transported by truck to an off--site location owned
by the Bald Head Association. A letter of authorization has been provided for use of the site. The
proposed boat ramp would extend approximately 45' waterward of the NHW line. A 58' long retaining
wall would be installed adjacent (and parallel) to the western side of the proposed ramp to stabilize the
ramp area. It would be constructed at a height of approximately 2' above the NHW line and would
terminate approximately 2' short of the end of the proposed ramp. New marl parking and access
roadways would be constructed on high ground which would result in approximately 23.8% impervious
surface on the entire tract. Approximately 19.2% of the coastal shoreline AEC would be impervious
surface, as proposed. According to the applicant, a state stormwater application was submitted to the
Division of Water Quality on 5/13/09. Multiple kayak racks and a picnic area are also proposed on high
ground. The project would also include removal of the existing two slip docking facility located on the
property line between Lots 105 and 107 and the construction of a 6' wide pier located west of the
proposed boat ramp on Lot 109. This proposed pier would measure approximately 57' in length. An
access ramp at the end of the pier would then lead onto a floating dock, measuring 22' in length by 10'
in width, which would be constructed perpendicular to the pier, as an L-head. A second pier, measuring
approximately 30' in length by 4' in width, would be constructed in the center of the shoreline to Lot
105. The pier would also lead via an access ramp onto a floating L-head, measuring 22' in length by 10'
in width. Each of the proposed docks would accommodate a single vessel. The landward side of both
floating docks would be located at the approximate NLW line. Water depths on the waterward side of
the proposed floating docks range from approximately 5" to 1'5" at NLW.
10. ANTICIPATED IMPACTS
The proposed boat ramp would result in the excavation & subsequent fill of approximately 574 square
feet of coastal wetlands, 15 square feet of high ground and approximately 60 square feet of shallow
bottom (approximately 19.7 cubic yards of material would be excavated). The two proposed docking
facilities would result in the incorporation of approximately 754 square feet of open water; however,
approximately 508 square feet of structure currently incorporating public trust area and estuarine waters
would be removed. Approximately 410 square feet of coastal wetlands would be shaded as a result of
the construction of the two piers. The two docks would not result in any additional boat slips, as the
existing shared dock would be removed and the two existing slips would be split and reallocated so each
of the two proposed docks would be able to accommodate a single vessel. The dock on Lot 105 would
be located outside of the 15' riparian setbacks. The dock on Lot 109 would cross the western riparian
corridor shared with Lot 107, however, this lot is also owned by the applicant and is within the project
area. Both docks would meet the 1/4 width rule, and do not appear to extend into the channel, as
proposed. The highground work on site would result in the disturbance of approximately 0.5 acres and
approximately 0.25 acres of high ground would be filled off site as the result of spoil disposal.
Submitted by: Heather Coats Date: October 5, 2009 Office: Wilmington
Project Description
In accordance with the approved Village of Bald Head Island CAMA Land Use Plan, the
Village is working to increase access to its public waters. The existing Creek Access Site
is at maximum capacity and does not adequately fulfill the needs of residents or public
visitors. Therefore, we are proposing an expansion to the existing Creek Access Site.
Due to a proposed boat ramp that will impact coastal wetlands, a CAMA Major permit is
required.
Currently, the site contains a marl and asphalt roadway and parking area, a single boat
ramp, a floating dock, a covered shelter, one kayak rack surrounded by a permanent deck,
and several additional kayak racks on approximately 0.6 acres. The proposed expansion
will bring the Creek Access Site up to a total of 1.1 acres (approximately 0.5 acres
disturbed) and include a second boat ramp, additional floating dock as part of the
reallocation of a removed dock, additional marl roadway and parking areas, and
additional kayak racks. As part of this submittal, an existing shared dock will be
removed and reallocated between the Creek Access Site and Lot 105 as shown on the
plan.
Stormwater Treatment
The impervious areas on the existing site currently sheet flow to surrounding vegetated
areas. The soils in this area are extremely sandy and infiltrate stormwater quickly. When
originally constructed, there was very little on-site grading in an effort to preserve the
root systems for the numerous oak trees. Currently there is not a stormwater collection
system.
The proposed improvements will mimic the existing conditions. The proposed design
required that no trees be removed, so there will be very little grading. Stormwater will
not be concentrated or collected and will be dispersed to the surrounding vegetation and
sandy soils via sheet flow. A stormwater plan and narrative were submitted to
NCDENR's Division of Water Quality on May 13th, 2009 and discussions are on-going.
Site Information
A wetland delineation performed by Land Management Group, Inc. on March 3, 2009
(attached) reveals no wetlands in the upland areas of the property, only tidal salt marsh
along Bald Head Creek. According to the CAMA Land Use Plan, this property lies
within a flood hazard zone VE. While there are no documented wildlife species attached
to this site and the predominate tree species is Live Oak. The proposed plan has been
designed to preserve all existing trees. There are no archeological or historical features
on the site and according to the National Register of Historical Places, both the Bald
Head Creek Boathouse and the Bald Head Island Lighthouse (each in the v #1tt ' ttheh, q
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SEP 2 4.2009
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project site) are registered Historical sites. At the request of the Army Corps of
Engineers, additional site information was provided to them on April 7, 2009.
Proposed Construction
Vehicular traffic on Bald Head Island is limited to electric golf carts. Therefore the
proposed marl roadways and parking areas are smaller in size than standard roadways
and parking areas. The proposed 10' wide concrete boat ramp will typically handle
canoes and kayaks but can accommodate jon boats up to 16' per the Bald Head Island
Creek Access Ordinance (attached). The ramp will be constructed and installed utilizing
the push-slab method. Any necessary dredging for the boat ramp can be done from the
upland areas and the adjacent boat ramp. Dredge material from the boat ramp
construction will be placed in dump trucks and transported 1.05 miles to the Timber
Creek Mulch Site. The Timber Creek Mulch Site is a permitted yard waste facility and a
copy of the permit and lease are attached.
The pier and dock that is currently situated between lots 105 and 107 will be
disassembled and removed with the allocation of this dock being split equally between
the two lots. This results in the removal of a 10'x44' dock and the construction of two
10'x22' docks as shown on the attached plans. Both walkways and docks will be
constructed to the same standards as the existing dock.
The proposed boat ramp will require the construction of one wooden bulkhead matching
the existing wooden bulkhead on the existing boat ramp. The bulkhead is shown on the
attached plans and will conform to current standards.
Avoidance and Minimization
The proposed addition of one boat ramp to Bald Head Creek will remove approximately
0.01 acres (574 sf) of coastal wetlands. In an effort to meet the avoidance and
minimization criteria, the entire tract's water frontage was evaluated for the location with
the smallest coastal wetland impact. The proposed boat ramp as shown on the attached
drawing represents the best placement for the following reasons:
1) Generates the smallest coastal wetland impact.
2) Utilizes the existing boat ramp's bulkhead, resulting in one less bulkhead
being constructed.
3) Existing boat ramp provides adjacent access for construction equipment
without disturbing additional coastal wetlands.
4) Concentrates growth in one location, leaving remainder of the tract's water
frontage undisturbed.
5) Expands the existing boat ramp's access road, preventing the construction of a
new access road within the 30' buffer.
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With the proposed plan and placement of the boat ramp, we feel that the coastal wetland
impact is minimized to the extent possible while still providing a much needed
recreational access.
Mitigation
On the recommendation of the USACE a mitigation plan has been developed to offset the
impact of the proposed boat ramp. The Bald Head Island Conservancy (BHIC) was
contacted to assist in the formation of a mitigation plan. The BHIC is a non-profit
organization founded in 1983 whose mission is to protect, preserve and promote the
natural environment of the Bald Head Island area. As the islands' environmental
advocate, they sponsor and facilitate scientific research and provide diverse activities to
enrich and enlighten the islands' visitors and residents.
With the proposed removal of approximately 0.01 acres (574 sf) of coastal wetlands
consisting of tidal salt marsh dominated by smooth cordgrass (Spartina alterniora),
restoration was the initial choice for mitigation. In discussing the idea of restoration with
the BHIC, they felt that it was a poor choice for mitigation in this environment. The
scientists and researchers with the BHIC consider the effort to restore 0.01 acres of
coastal wetlands in a pristine 10,000 acre wetland area to be more destructive than the
restoration offsets. As the area's environmental steward, they wanted to take this
mitigation opportunity to address the environmentally deficient areas. With over 10,000
acres of pristine coastal wetlands and a water classification of SA - HWQ, the biggest
shortfall is that the area is closed to shellfishing due to a high fecal coliform presence.
BHIC is a partner with the North Carolina Division of Marine Fisheries and participates
in the oyster shell recycling program. BHIC recommends utilizing the resources of the
Village of Bald Head Island to assist in the placement of recycled oyster shells in Bald
Head Creek as the mitigation plan for the proposed boat ramp. They are asking the
Village to assist in the following areas:
1) Provide assistance in repairs and maintenance of Conservancy john boat
2) Provide transportation of oyster shells from recycling sites to the Creek
Access Facility
3) Provide support in the transferring of oyster shells from land into the boats for
placement
According to BHIC's Executive Director Dr. Suzanne Dorsey, with the help of the
Village, "we will continue to collect shells and annually add the shells to our BHI creeks
in areas that either need stabilizing or already contain reefs. The mitigation should far
exceed the 574sf damage to spartina from the Village's project. In addition the ongoing
nature of our activity will not only address water quality issues in the BHI creek, it will
support one of the State's most important salt marsh environments."
R :xn
SEP 2 4 2009
Dcm NC
Conclusion
With a management goal of "maximizing public access to the beaches and the public trust
waters bordering its primary corporate limits" and an implementing action of
"cooperating with state and federal agencies as well as private interest to secure estuarine
access areas, including Bald Head Creek, to ensure adequate shoreline access within all
areas of the Village" listed under the approve CAMA Land Use Plan, the Village is
proposing the expansion of the Creek Access Facility. The site will provide a much
needed water oriented park where island residents and visitors can experience the
educational and recreational values of a North Carolina Barrier Island. Currently, the
Creek Access Site is a launching point for kayak trips exploring the surrounding sound,
marshes and backwaters. The site is home to summer camps/programs providing classes
on water quality testing, fiddler crab population studies and aquatic species collection and
identification. The site is also used as an observatory for native wildlife and seasonal
migratory waterfowl.

SEP Z 4 2009

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9 - 1 0 6 9 North Carolina DIVISION OF COASTAL MANAGEMENT
9. -Primaty Applicant/ Landowner Information
Business Name Project Name (if applicable)
The Village Of Bald Head Island Creek Access Expansion
Applicant 1: First Name MI Last Name
Chris McCall
Applicant 2: First Name MI Last Name
Doug Oakley
If additional applicants, please attach an additional page(s) with names listed.
Mailing Address PO Box City State
3009 Bald Head Island NC
ZIP Country Phone No. FAX No.
28461 USA 910 - 457 - 9700 ext. 910 - 457 - 6206
Street Address (if different from above) City State ZIP
Email
[e-mail]
2. AgetA1Contractor information
Business Name
Coastal Land Design, Pllc
Agent/ Contractor 1: First Name Ml Last Name
Jeffrey B. Petroff
Agent/ Contractor 2: First Name MI Last Name
Mailing Address PO Box City State
1172 Wilmington NC
ZIP Phone No. 1 Phone No. 2
28402 910 - 254 - 9333 ext. 1002 - - ext.
FAX No. Contractor #
910 254 0502
Street Address (if different from above) City State ZIP
Email
[e-mail]
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Form DCM MP-1 (Page 2 of 4)
APPLICATION for
Major Development Permit
3. Project Location
County (can be multiple) Street Address State Rd. #
Brunswick 107 N. Bald Head Wynd N/A
Subdivision Name City State Zip
Bald Head Island NC 284161-
Phone No. Lot No.(s) (if many, attach additional page with list)
- - ext. 105, 107, 109, ,
a. In which NC river basin is the project located? b. Name of body of water nearest to proposed project
Cape Fear Bald Head 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 Cape Fear River
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.
The Village of Bald Head Island
4. Site Description .
a. Total length of shoreline on the tract (ft.) b. Size of entire tract (sq.ft.)
198.78' for Creek Access Facility; 109.55' for Lot 105 47,264 sf for Creek Access Facility; 22,031 sf for Lot 105
c_ Size of individual lot(s) d. Approximate elevation of tract above NHW (normal high water) or
Lot 107 - 21,532 sf, Lot 109 - 25,732 sf, Lot 105 - 22,031 sf, NWL (normal water level)
6' above ®NHW or ?NWL
(if many lot sizes, please attach additional page with a list)
e. Vegetation on tract
Wetlands delineated on-site consist of tidal marsh dominated by smooth cordgrass. The remainder of the tract appears to
be uplands with well-drained, high chroma, sandy soils. The dominant trees in these upland areas are red cedar and live
oak. Common shrubs in the uplands include wax myrtle, yaupon holly and highbush blueberry,
f. Man-made features and uses now on tract
Lot 105 is an existing residential lot with residential structure.
Lot 107 is in a natural state with no upland development and a shared pier and floating dock.
Lot 109 is the existing Village of Bald Head Island Creek Access Facility. It has a road system, parking, kayak and canoe
racks, covered observation deck, boat ramp, and pier with a floating dock.
g. Identify and describe the existing land uses adjacent to the proposed project site.
The adjacent lots are single family residential.
h. How does local government zone the tract? i. Is the proposed project consistent with the applicable zoning?
Zoned under Bald Head Island as PD-1. (Attach zoning compliance certificate, if applicable)
®Yes ?No ?NA
j. Is the proposed activity part of an urban waterfront redevelopment proposal? ?Yes ®No
k. Has a professional archaeological assessment been done for the tract? If yes, attach a copy. ?Yes ®No ?NA
If yes, by whom?
1. 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?
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Form DCM MP-1 (Page 3 of 4)
APPLICATION for
Major Development Permit
m. (i) Are there wetlands on the site? ®Yes ?No
(ii) Are there coastal wetlands on the site? ®Yes ?No
(iii) If yes to either (i) or (ii) above, has a delineation been conducted? ®Yes ?No
(Attach documentation, if available)
n. Describe existing wastewater treatment facilities.
N/A
o. Describe existing drinking water supply source.
N/A
p. Describe existing storm water management or treatment systems.
The existing site is low density utilizing sheet flow and buffers without a collection system.
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.
The project is an expansion of the existing Bald Head Creek Access Facility. It is a public park with a boat ramp, floating
dock, covered observation deck, parking area and storage yard for canoes and kayaks. The existing facility is heavily used
and too small to accomidate the number of visitors and canoes and kayaks. The expansion aims to fulfill the needs of
residents and public visitors by increasing access to public waters and recreation areas.
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.
The roadway and parking areas are to be constructed of mart with a very minimal amount of grading. The boat ramp will be
concrete and utilize the push-slab method. Anticipated equiment includes one backhoe, one long arm excavator and one
bulldozer to be stored on site during construction.
d. List all development activities you propose.
The proposed expansion includes a new roadway and parking area, the removal of an existing floating dock from the shared
lotline and the redistribution of the two boatslips with two new floating docks, additional boat ramp, and additional kayak and
canoe racks.
e. Are the proposed activities maintenance of an existing project, new work, or both? Expansion of an existing facility.
f. What is the approximate total disturbed land area resulting from the proposed project? 0.35 ?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.
No wastewater will be generated or collected on this site. There will not be a central stormwater collection system. Sheet
flow and buffers will provide stormwater treatement. Only the approach to the boat ramp and the boat ramp itself will be
directed towards the waters of the state. All other stormwater will be directed onsite.
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
j. Is there any mitigation proposed? ®Yes ?No ?NA
If yes, attach a mitigation proposal.
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Form DCM MP-1 (Page 4 of 4)
APPLICATION for
Major Development Permit
nal 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.-Wems"fa) - (f) are always -applicable to any major development application. Please'consult the application
instniction booklet on how to property prepare the required steins 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 Douy & Jane Oakley - 105 N_ Bald Head Wynd `Phone No'. [phone]
Address P.O.Box 3174. Bald Head Island, NC, 28461
Name Frank Turner - 111 N. Bald Head Wynd Phone No. [phone]
Address 3516 Williamsborough Court Raleigh, NC 27609
Name George & Shirley Everhart - 103 N. Bald t lead Wynd Phone No. [phone]
Address 104 New Castle Circle Salisbury,'NG 28144
g. A list of previous state or federal permits issued for work on the project tract. Include permit numbers, permittee, and issuing dates.
CAMA Permit # 151-84 Issued to Bald Head Island Limited on
July 3, 1984
h. Signed consultant or agent authorization form, if applicable.
i. Wetland delineation, if necessary.
j. A signed AEC hazard notice for projects in oceanfront and inlet areas. (Must be signed by property owner)
k. A statement of compliance with the N_C. Environmental Policy Act (N.C.G.S. 113A 1-10), if necessary. If the project involves expenditure
of public funds or use of public lands, attach a statement documenting compliance with the North Carolina Environmental Policy Act.
T Cer#ification 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 7_ Print Name -SGPF > s-neePF - 4PA -rAL 1,4,r4 Signature

Please indicate application attachments pertaining to your proposed project.
®DCM MP-2 Excavation and Fill Information QDCM MP-5 Bridges and Culverts
®DCM MP-3 Upland Development
®DCM MP-4 Structures Information
252-808-2808 .. 1-888-4RCOAST .. www.nccoastaImanagement.net
Form DCM MP-2
EXCAVATION and FILL
(Except for bridges and culverts)
Attach this form to Joint Application for CAMA Major Permit, Form DCM MP-1. Be sure to complete all other sections of the Joint
Application that relate to this proposed project. Please include all supplemental information.
Describe below the purpose of proposed excavation and/or fill activities. All values should be given in feet.
Access Other
Channel
NLW Canal Boat Basin Boat Ramp Rock Groin Rock (excluding
(
or Breakwater shoreline
NWL stabilization
Length 60'
Width 10'
Avg. Existing
Depth 2' NA NA
Final Project
Depth 3.5' NA NA
?. EXCAVATION
a. Amount of material to be excavated from below NHW or NWL in
cubic yards.
Approximately 19.7 cubic yards
{l This section not applicable
b. Type of material to be excavated.
Organics/silts/sands
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 574 sf ?SAV ?SB
?WL ?None
(ii) Describe the purpose of the excavation in these areas:
Excavation to place proposed boat ramp.
d. High-ground excavation in cubic yards.
N/A
2. DISPOSAL OF EXCAVATED MATERIAL 0This section not applicable
a. Location of disposal area. b. Dimensions of disposal area.
Timber Creek Mulch Site - 406A N. Bald Head Wynd 90'x 120' = 0.25 acres
c. (i) Do you claim title to disposal area?
®Yes ?No ?NA
(ii) 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
(ii) Describe the purpose of disposal in these areas:
d. (i) Will a disposal area be available for future maintenance?
®Yes ?No ?NA
(ii) If yes, where?
Timber Creek Mulch Site
f. (i) Does the disposal include any area in the water?
?Yes ®No ?NA
(ii) If yes, how much water area is affected?

SEP 2 4 2000 q.l?,o9
L° ?d w'l?biiy?;??
252-808-2808 :: 1-888-4RCOAST :: www.nccoastalmanagement.net revised: 12126106
FoFfn DCM MP-2 (Excavation and Fill, Page 2 of 2)
3. SHORELINE STABILIZATION -, 0 This `section notapplicable
`(If development is a wood groin, use MP-4 - Structures)
a. Type of shoreline stabilization: b. Length:
[]Bulkhead ?Riprap []Breakwater/Sill []Other: Width:
c. Average distance waterward of NHW or NWL: d. Maximum distance waterward of NHW or NWL:
e. Type of stabilization material: f. (i) Has there been shoreline erosion during preceding 12
months?
[]Yes []No ?NA
(ii) If yes, state amount of erosion and source of erosion amount
information.
g. Number of square feet of fill to be placed below water level. h. Type of fill material.
Bulkhead backfill Riprap
Breakwater/Sill Other
i. Source of fill material.
4. OTHER FILL ACTIVITIES
(Excluding Shoreline Stabilization)
a. (i) Will fill material be brought to the site? []Yes ?No?
If yes,
(ii) Amount of material to be placed in the water
(iii) Dimensions of fill area
(iv) Purpose of fill
[A This section not applicable
?NA 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:
5. GENERAL
a. How will excavated or fill material be kept on site and erosion b_ What type of construction equipment will be used (e.g., dragline,
controlled? backhoe, or hydraulic dredge)?
Material will be transported off-site by truck approximatley 1.05 Backhoe, long-arm excavator and truck.
miles to NCDENR Waste Facility Permitted Timber Creek site.
c. (i) Will navigational aids be required as a result of the project?
[]Yes ®No ?NA
(ii) If yes, explain what type and how they will be implemented.
Q
Date> - Ap icant Name
o- ?. ?_slrfi? 1 r??•?'F ""?.e?Yac ?w,..o .nary ?1..tL.
?iQtZrlc LLCS? EkPA..rs,•.•4 Applicant Signature
Project Name
d. (i) Will wetlands be crossed in transporting equipment to project
site? []Yes ®No []NA
(ii) If yes, explain steps that will be taken to avoid or minimize
environmental impacts.
252-808-2808 :: 1-888-4RCOAST :: 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 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
j
a. Type and number of buildings, facilities, units or structures b. Number of lots or parcels.
proposed. 2 lots for the Creek Access Facility.
New kayak racks proposed. Additional roadways and
parking areas.
c. Density (give the number of residential units and the units per d. Size of area to be graded, filled, or disturbed including roads

acre). ,
ditches, etc.
N/A Approximately 0.5 acres for this site. Excavated material
going to the approved 0.25 acre Timber Creek site.
e. If the proposed project will disturb more than one acre of land, the f. List the materials (such as marl, paver stone, asphalt, or concrete)
Division of Land Resources must receive an erosion and to be used for impervious surfaces.
sedimentation control plan at least 30 days before land-disturbing Marl for the parking areas and roadways
activity begins.
(i) If applicable, has a sedimentation and erosion control plan been
submitted to the Division of Land Resources?
?Yes ?No NNA
(ii) If yes, list the date submitted:
g. Give the percentage of the tract within the coastal shoreline AEC to h. Projects that require a CAMA Major Development Permit may also
be covered by impervious and/or built-upon surfaces, such as require a Stormwater Certification.
pavement, building, rooftops, or to be used for vehicular driveways (i) Has a site development plan been submitted to the Division of
or parking. Water Quality for review?
19.2% ®Yes ?No ?NA
i. Give the percentage of the entire tract to be covered by impervious (ii) If yes, list the date submitted: 5/13/09
and/or built-upon surfaces, such as pavement, building, rooftops,
or to be used for vehicular driveways or parking.
23.8%
j. Describe proposed method of sewage disposal. k. Have the facilities described in Item (i) received state or local
N/A approval?
?Yes NNo ?NA
If yes, attach appropriate documentation.
1. Describe location and type of proposed discharges to waters of the m. Does the proposed project include an innovative stormwater
state (e.g., surface runoff, sanitary wastewater, industrial/ design?
commercial effluent, "wash down" and residential discharges). ?Yes NNo ?NA
Stormwater surface runoff from impervious areas. If yes, attach appropriate documentation.
RECEIVED
DCM WILMINGTON
NC
,

SEP 0 3 2009

252-808-28082 :: 1-888-4RCOAST :: www.nccoastaimanagement.net revised: 12/26106
I Forin 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
n. (i) Will water be impounded? ?Yes ®No ?NA
(ii) If yes, how many acres?
o. When was the lot(s) platted and recorded?
7/21/94
p. If proposed development is a subdivision, will additional utilities be
installed for this upland development?
?Yes ?No ®NA

Date
Project Name
In=
Applicant Name
nt Si§f ?3fare
252-808-2808 :: 1-888-4RCOAST :: www.nccoastaimanagement.net revised: 12126/06
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.
9. 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. (i) Are Finger Piers included? ?Yes ®No
(ii) Number 3 Piers to Floating Docks If yes:
(iii) Length 50'(Exist) 57' 30' (ii) Number
(iv) Width 6'(Exist) 6' 4' (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 3 Floatinq Docks (ii) Number
(iii) Length 60'(Exist) 22' 22' (iii) Length
(iv) Width 8.5'(Exist) 10' 10' (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.
5 (3-undisturbed, 2-reallocated) ? Full service, including travel lift and/or rail, repair or
(ii) Number of slips existing maintenance service
5 ? Dockage, fuel, and marine supplies
® Dockage ("wet slips") only, number of slips: 5
? Dry storage; number of boats:
® Boat ramp(s); number of boat ramps: 2
? Other, please describe:
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: Max allowed is 16'
m. (i) Will the facility have tie pilings?
?Yes ®No
(ii) If yes number of tie pilings?
SEP 2 4 2009
W ao 60, " , I4d1?i',4+.;?, i„/I?4.. 41,q e"
°t ?)7.0`r

j. Describe the typical boats to be served (e.g., open runabout,
charter boats, sail boats, mixed types).
Small Jon boats, canoes and kayaks
1. (i) Will the facilit p R,t rNe I ublic?
®Yes ? ?r
252-808-2808 :: 1-888-4RCOAST :: www.nccoastaimanagement.net revised: 12/27/06
` Fn>''tn DCM MP-4 (Structures, Page 2 of 4)
2. DOCKING FACILITY/MARINA 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:
? Showers
? Boatholding tank pumpout; Give type and location:
b. 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.
f. 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. Give the number of channel markers and "No Wake" signs proposed.
i. 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?
I. If this project is an expansion of an existing marina, what types of services are currently provided?
M. Is the marina/docking facility proposed within a primary or secondary nursery area?
?Yes ?No
252-808-2808 :: 1-888-4RCOAST :: www.necoastalmanagement.net revised: 12127106
Forin 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
?WL ?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.
3. BOA THOUSE,(including covered lifts) MThis'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. lfa rock groin, use MP-2, Excavation and Fill.) ED This section not applicable
a- (i) Number
(ii) Length
(iii) Width
5. BREAKWATER (e.g., wood, sheetpile, etc.)` This section not applicable
a- Length b. Average distance from NHW, NWL, or wetlands
c. Maximum distance beyond NHW, NWL or wetlands
6. MOORING PILINGS and BUOYS F3 This section not applicable
a. Is the structure(s):
?Commercial ?PubliclGovemment ?Private/Community
C. 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.)
252-808-2808 :: 1-888-4RCOAST :: www.nccoastalmi!nAgerqent.net revised: 92127106
Form DCM MP-4 (Structures, Page 4 of 4)
7. GENERAL
a. Proximity of structure(s) to adjacent riparian property lines
Approx. 20' to the Northwest and 80.2' to the Southeast
b. Proximity of structure(s) to adjacent docking facilities.
Approx. 32.7' to the Northwest and 242.2' to the Southeast
Note: For buoy or mooring piling, use arc of swing including length
of vessel.
c. Width of water body
Approx. 76.3'
d. Water depth at waterward end of structure at NLW or NWL
6" NLW
e. (i) Will navigational aids be required as a result of the project?
?Yes ®No ?NA
(ii) If yes, explain what type and how they will be implemented.
- ---
8. OTHER C7 This section not applicable
a. Give complete description:
A small retaining wall is proposed parallel to the proposed boat ramp. This would be a wooden retaining wall with
wooden pilings extending perpendicular from the uplands approximately 58'.
Date
Project Name
Applicant Name
Applicant Signature
RIE E;
SEP 2 4 2009
DC- 60 MU''O M(:.1T CR4 Ewa C

252-808-2808 :: 1-888-4RCOAST :: www.nccoastaimanagement.net revised: 12127(06
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Location Map
Bald Head Island - Creek Access Expansion
Do witch er
Troil
Bald Head Island
North Carolina
4
SCALE 1 "=400'

.\
OF
d
d
?SL A '?19

> r?
Coastal Viand Design, PLLc
Civil Engineering! Landscape Architecture / Construction Management
P.O.Box 1172 Phone: [phone]
Wilmington, NC 28402 Fax: [phone]
www.CoastalLandDesign.net
Creek Access Lot
GRANT APPLICATION
VICINITY MAP
OWNER:
The Village of Bald Head Island
PO Box 3009
Bald head Island. NC 28461
(9 10)457-9700
Spoil Disposal Information
Bald Head Island - Creek Access Expansion
n, ?
?xhibit A ? Existing Site Conditions
.Conceptual design w/ Proposed Uses
Wetland Delineation
Bald Head Island - Creek Access Expansion
MG
LAND MANAGEMENT GROUP wc.
Environmenral Consulranrs
March 3, 2009
Mr. Chris McCall
Village of Bald Head Island
Bald Head Island, NC 28461
RE: Wetland delineation on VBHI Public Creek Access tract
Dear Mr. McCall:
Per your request, I delineated the boundaries of U.S. Army Corps of Engineers (COE) Section 404 jurisdictional
wetlands on the VHBI Public Creek Access tract totaling approximately 1.08 acres. The site is located near the
intersection of Light House Wynd and North Bald Head Wynd on Bald Head Island in Brunswick County, NC. The
site visit included an assessment of the three parameters (soils, vegetation, and hydrology) that determine the
presence of jurisdictional wetlands. The location of these wetland areas was marked with pink/black striped flagging.
A sketch of the approximate location of these wetland flags is included as an attachment.
The wetlands delineated on-site consist of tidal salt marsh dominated by smooth cordgrass (Sparfina altemillora).
The remainder of the tract appears to be uplands with well-drained, high chroma, sandy soils. The dominant trees in
these upland areas are red cedar (Juniperus virginiana) and live oak (Ouercus virginiana). Common shrubs in these
uplands include wax myrtle (Morelia cerifera), yaupon holly (flex vomi ofia), and highbush blueberry (Vaccinium
corymbosum).
Please note that the attached map depicts the approximate location and extent of wetlands on the property.
Therefore, it is highly recommended that the flags be located by a professional licensed surveyor to determine the
exact location of these wetland areas. If you have any questions or comments regarding the site evaluation please
contact me either by email at cnovak(@Imoroup.net or by phone at [phone]. Thank you for allowing Land
Management Group, Inc. (LMG) the opportunity to assist you with this project.
Sincerely,
Corey S. Novak
Environmental Scientist
Land Management Group, Inc.
encl.

wvvNiAnteroup.net • inform lmgroup.net • Phone: [phone] • Pax: 910.452.0060
3805 Wrightsville Ave., Suite 15, Wilmington, NC 28403 • P.O. Box 2522, Wilmington, NC 28402

Areas considered to be uplands
(planned disturbance and areas
of impervious surface may require
stormwater and sediment/erosion
control measures)
Areas considered to be jurisdictional
wetlands as regulated by the U.S. Army
Corps of Engineers (no development,
soil disturbance or fill activities without prior
404/401 certification)
SCALE 1" = 100'
Chris McCall L?'r
VHBI Public Creek Access ,', wA..R.a• '.. Section 404 Wetland
Brunswick County, NC www_LMGroup.net Sketch with flag numbers
March 2009 Phone: [phone] •1.866.LMG.1078
Fax: [phone]
40-09-041 P.O. Box 2522, Wilmington, NC 28402