20100275 Ver 1_CAMA Application_20100409

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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 Direct 0 1 0 0 2 7 5 Secretary
April 7, 2010
MEMORANDUM:
TO:
FROM
SUBJECT
Applicant:
Project Location:
Cyndi Karoly
Division of Water Quality
Doug Huggett
Major Permits Processing Coordinator
APR u 3 2C1C
VMLWS AND $TOR,"A WONCH
CAMA/DREDGE & FILL Permit Application Review
NC Wildlife Resource Commission (Mark Hamlett)
Carteret County, at 6710 Emerald Drive, adjacent to Bogue Sound, in
Emerald Isle,
Proposed Project: Proposes to construct a boating access facility consisting of two double boat
ramps with floating platform and two piers for access, a fishing pier, three
boardwalks, bathrooms, playground, picnic area, 131 space parking, retaining
wall, two infiltration basins, two stormwater wetlands, a bulkhead associated
with proposed ramp, and a turning lane added to Emerald Isle.
Please indicate below your agency's position or viewpoint on the proposed project and return this form by
April 27, 2010. If you have any questions regarding the proposed project, please contact
Barry Guthrie at [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 One
Phone: [phone] FAX: [phone] Internet: www.nccoastalmanagement.net North Carolina
An Equal Opportunity 1Affirmative Action Employer Natutally
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DIVISION OF COASTAL MANAGEMENT
FIELD INVESTIGATION REPORT
1. APPLICANT'S NAME: NC Wildlife Resources Commission c/o Mark Hamlett
2. LOCATION OF PROJECT SITE: 6710 Emerald Drive, adjacent to Bogue Sound, in Emerald
Isle, Carteret County
Photo Index - 2006: 38-8069 grid (I-M 3-5) 2000: 38-478 grid (J-N 3-5)
State Plane Coordinates - X: 2599558.09 Y: 341327.77 Rover: JJ031213A
LAT 34°40.283N LON 77°00.366W
3. INVESTIGATION TYPE: CAMA, D&F
4. INVESTIGATIVE PROCEDURE: Dates of Site Visit -12/16/08, 9/10/09, 2/2/10,
3/12/10
Was Applicant Present No, Yes, No, No
PROCESSING PROCEDURE: Application Received - 3/9/10 cc:3/16/10
Office - Morehead City
SITE DESCRIPTION:
(A) Local Land Use Plan - Emerald Isle
Land Classification from LUP - Conservation w/in AEC
(B) AEC(s) Involved: Estuarine Shoreline, Public Trust, Estuarine Waters
(C) Water Dependent: Yes
(D) Intended Use: Public
(E) Wastewater Treatment: Existing - N/A
Planned - Septic
(F) Type of Structures: Existing - Upland basin, bulkhead, entrance road, mooring piles
Planned - Boat ramps, septic system, bathroom facility, bulkhead,
retaining wall, 2 infiltration basins, 2 stormwater wetlands, picnic
shelter, 131 parking spaces, fishing pier, boardwalk, floating platform,
turning lane, privacy fence and 2 piers.
(G) Estimated Annual Rate of Erosion: N/A
Source - N/A
7. HABITAT DESCRIPTION:
(A) Highground Disturbance N/A 266,422 ft2
Disturbed
N/A
(B) Shallow Bottom N/A 3,264 ft2 N/A
(C) Open Water N/A N/A 7,015 ft2
incorporated
(D) Federal Wetlands N/A 3,878 ft2 N/A
(E) Coastal Wetlands N/A N/A 3,925 ft2 shaded
(D) Total Area Disturbed: 273,564 ft2
(E) Primary Nursery Area: No
(F) Water Classification: SA-ORW Open: Yes
8. PROJECT SUMMARY: The applicant is proposing to construct a boating access facility
consisting of. two double boat ramps with floating platform and two piers for access, a fishing pier,
three boardwalks, bathrooms, playground, picnic area, 131 space parking, retaining wall, two
infiltration basins, two stormwater wetlands, bulkhead associated with the proposed ramp, and a
turning lane added to Emerald Drive.

9. NARRATIVE DESCRIPTION:
The NCWRC Emerald Isle Boating Access project is located at 6710 Emerald Drive, adjacent to
Bogue Sound, in Emerald Isle, Carteret County. To reach the project site, turn off Hwy. 24 onto
Hwy. 58E traveling toward Bogue Banks. Travel 3.5 miles east of the Emerald Isle Bridge, on Hwy.
58(Emerald Drive). The project site will be on the left (north) side of the highway.
The 24 acre project site consists of seven former residential parcels and one Town of Emerald Isle
park property within the Emerald Isle planning jurisdiction and has an average highground elevation
of +7 ft. above NHW. All parcels are owned by the Town of Emerald Isle with NCWRC holding a
50 year lease on the properties. The project area is cleared and maintained; vegetation consists of
native grasses, shrubs, and coastal/Federal wetlands. A 500-700' wide swath of coastal wetlands
exists on site consisting of Spartina alterniflora, Juncus roemerianus, and sparse areas of Distichlis
spicata. The project site is bordered by Bogue Sound to the north, residential property to the west,
residential property to the east, and Hwy. 58 to the south. The project site consists of approximately
6,060 feet of shoreline frontage on Bogue Sound, along with an existing canal and basin at the center
of the property. The basin is stabilized by a bulkhead and has 44 tie pilings with 20 slips. The site is
currently vacant residential lots within an existing asphalt road. The project site has 12,178 ft' (0.28
acres) of existing impervious, all of which is within the 575' Estuarine Shoreline AEC.
State major permit #s 57-08 and 77-07 were issued to construct and excavate the existing basin and
upland infrastructure, including the asphalt entrance road. The original project was a residential
subdivision, with the upland basin serving for boating access.
The Division of Water Quality classifies this area of the Bogue Sound as SA-ORW waters. This area
is not a Primary Nursery Area. This portion of the Bogue Sound is open to harvesting of shellfish.
10. PROJECT DESCRIPTION:
The applicant is proposing to construct a boating access facility, with the major structures on site being
boat ramps, asphalt parking, stormwater structures, and boardwalks with a fishing pier. Currently,
there are 44 tie pilings and 20 slips within the basin. All tie pilings would be removed and no formal
slips are proposed within the boating access facility. The ramp setup proposed for this facility is two
double launch ramps, providing four launch lanes total. Each ramp would be 30' in width and 94' in
length. Each ramp is proposed to extend approximately 48' below NHW. The proposed ramp grade
would be 14% and would be constructed of 8" of steel reinforced concrete with a bedding of 6" of
washed stone and 12" of class A rip rap. 481 yd3 of in-water fill material is required to construct the
ramps, covering an area of 48' x 68'.
Construction perameters are as follows:
• 335 yd' Class A rip rap under ramps
• 100 yd' Class A rip rap around ramps
• 67 yd' washed stone near ramp
• 79 yd3 of concrete to construct ramp
Between the two double ramps will be an 80' x 8' floating dock. There would also be two 100' x 6' fixed
piers on each side on the ramps to provide for loading, unloading and staging for the adjacent ramps.
There would also be 108' of vinyl bulkhead utilized around the fixed piers and ramps to aid in the ramp
construction methodology, not for shoreline stabilization. These structures would be located within an
existing upland basin dimensioned 200' x 126' with an average water depth of -4' NLW. The basin is
connected to Bogue Sound by an existing access canal which is approximately 750' in length by 50' in
width (NHW line to NHW line). Actual usable width would average 30'. Maximum water depths within
the canal are along the centerline and are approximately -4.0' NLW. Once outside the canal, there is a
connecting channel which runs parallel to Bogue Banks before connecting to the AIWW, approximately
2.25 miles to the west. This channel would be marked for navigation by NCWRC using approximately
15 red/green pairs of foam "can" buoys marked to USCG specifications.
Upland development consists of added impervious for parking and egress and ingress traffic utilizing the
ramp. In total, the facility would accommodate 131 parking spaces. For the western parking area,
approximately 1,490 ft2 of Federal wetlands would be filled. Total impervious, post development, would
be 23.1% or 133,454 ft2 (3.06 acres). A small radius of the access road encroaches inside the 30' Buffer.
The development would add 2.78 acres of impervious surface to the existing conditions of the site.
Included in the upland development is a turning lane added to Hwy. 58, for added safety while entering
and exiting the boating facility. Included would be a 630' long retaining wall associated with the western
parking area. To accommodate the runoff from the increased impervious area, two stormwater basins and
two stormwater wetlands BMPs are proposed. The largest infiltration basin, basin #l, is designed to
infiltrate in excess of the 10-year storm (6.88 inches). The drainage area to basin #1 is 2.149 acres, with
1.199 acres being impervious area. Basin #2 is located on the east side of the property, and is sized to
handle the 10-year storm. The total drainage area is 0.793 acres with 0.256 acres being impervious.
Stormwater wetlands #1 and #2 are designed as BMPs. Wetland #1 and #2 are designed to capture 2" of
rainfall. Wetland #1 would handle a drainage area of 2.363 acres and consists of a 26' level spreader and
50' filter strip. Wetland #2 would handle a drainage area of 4.598 acres with 1.579 acres being
impervious. A 26' level spreader and 50' filter strip is proposed to accompany this BMP. Approximately
2,388 ft' of Federal wetlands would be impacted. These wetlands are being filled in order to construct a
stormwater wetland and level spreader/filter strip to provide secondary stormwater treatment. In addition,
a 21' x 21' bathroom facility with 40' x 40' septic drainfield would be located between the western
parking and the ramps. A 21' x 21' picnic shelter would be included in the proposed structures as well.
This would be located on the north side of the ramps, directly adjacent to a 40' x 20' playground area.
This area is accessible by a 170' x 5' mulched trail leading from the eastern parking area.
There would also be three boardwalks within the project area. The first would be located on the eastern
part of the property, near the parking area. The boardwalk would be approximately 66' x 5' and serve to
connect the ramp area with the eastern parking area as well as serve access to the mulch trail leading to
the playground and picnic area. The second boardwalk would provide* access from the western parking
area to the ramp area. Boardwalk #2 would be 110' x 5'. Boardwalk #3 would serve as the accessway to
the proposed fishing pier located on Bogue Sound. Boardwalk #3 would be approximately 970' x 5'.
The aforementioned fishing pier would strictly be used as an observation/fishing pier only. This structure
would serve no boating uses. The pier would be 106' in length from the NHW contour and 5' in width.
At the terminus of the access pier would be a 61' x 8' "T" shaped platform.
Proposed disturbances and impervious calculations:
• Within AEC
• Acreage (ft2) Disturbed • 6.1(266,422)
• Acreage (ft2) New • 2.78(121,097)
Impervious
• Acreage (ft2) Existing • 0.28(12,178)
Impervious
• Acreage (ft2) Post- • 3.06(133,454)
development Impervious
• % Impervious Pre- • 2.1
development
• % Impervious Post- • 23.1
development
The Stormwater plan was submitted to the Town of Emerald Isle for review (USMP) on 3/5/10.
11. ANTICIPATED IMPACTS:
The proposed project would result in the disturbance of 266,422 ft2 of uplands. As long as proper
sedimentation/erosion control measures are taken, fine particulates would not be expected to have a
major impact to the surrounding ORW waters. The amount of impervious surface would be
increased by approximately 2.78 acres. Total impervious surface within the AEC would be 23.1 % .
The stormwater basins are engineered to catch the first 6.88" of rainfall. Stormwater basins,
wetland BMPs, and associated stormwater devices, have been proposed to address stormwater
issues. A small portion of the access road for the ramp encroaches into the 30' Buffer. This
portion of the road would be graded and designed to divert stormwater away from the nearby basin
and into the adjacent stormwater basin. The proposed boat ramps would require an area of open
water/shallow bottom, within the existing basin, to be filled measuring 48' x 68'. Approximately
481 yd3 of material would be used to achieve the proper grade of ramp. The ramps are located
within a manmade basin, so bottom habitat impact would be minimal. The fishing pier located on
Bogue Sound, would incorporate 6,466 ft2 of public trust waters. It would also have 1,018 ft2 of
shallow bottom shading impacts. The access pier and boardwalk would be constructed a minimum
of 3' above the coastal wetland substrate. Approximately 3,878 ft2 (0.09 acres) of Federal wetlands
would be filled during the construction of this project. 1,490 ft2 would be filled during the
construction of the western parking area. The fill of this portion of wetlands adds 10 parking
spaces. The. remaining 2,388 ft2 would be filled during the construction of a stormwater infiltration
BMP. In order to meet the minimum stormwater requirements, this section of 404 Wetlands are
impacted to construct a level spreader/filter strip to help provide secondary treatment of the
stormwater. This project would provide valuable public boating access, with 130 total parking
spaces and 2 double boat ramp. The Town of Emerald Isle currently has no public boating access
areas, and a facility such as this, would be a great gain for the nearby areas. In addition, the
proposed facility would provide enhanced estuarine waters access with the proposed fishing pier.

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® North Carolina Wildlife Resources Commission
Gordon S. Myers, Executive Director
March 15, 2010
Barry Guthrie
Division of Coastal Management
400 Commerce Ave.
Morehead City, NC 28557
Re: Emerald Isle Boating Access Area - CAMA Major Permit Submittal
Carteret County
Mr. Guthrie,
Please find the CAMA Major Application submittal package for the proposed Emerald Isle Boating Access
Area project. This is a revised submittal due to a change in the 404 wetland delineation made by the Corp of
Engineers. Included with in this package are:
- Two sets of revised plans
- Revised CAMA Major Application, MP-2 and MP-3
- Revised Project Narrative
- Revised Stormwater Submittal (also being submitted to Emerald Isle stormwater)
- Verification of Fee Transfer
- Green Cards from submittal to Riparian Landowners
After reviewing this submittal, please let me know if you need any additional information. Once the
application is accepted, please let me know of the start date for the review process. If you have any questions
or comments about this submittal package or the design, please do not hesitate to call me at [phone].
Sincerely,
NorthCarolina Wildlife Resources Commission
;Pro/ 'o. 44U?
Mark A. Hamlett, PE
Design Services Section Chief
Mailing Address: N.C. Wildlife Resources Commission • 1720 Mail Service Center • Raleigh NC 27699-1720
Telephone: [phone]
Proiect Narrative
Project Information:
Emerald Isle Boating Access Area
Carteret County
Engineer:
Mark Hamlett, PE
North Carolina Wildlife Resources Commission
1720 Mail Service Center
Raleigh, NC 27699
Project Summary:

Date: 3/12/2010
The Emerald Isle Boating Access Area project is located off of NC #58, adjacent the
Chapel by the Sea, in Emerald Isle, NC. The existing property currently consists of seven
vacant residential parcels, in addition to Town of Emerald Isle Park property. Existing on
the site is an asphalt driveway, connecting to Canal Drive to the west. Also on the site is
a boat basin, which was recently constructed by the previous landowner.
This project involves the construction of a new WRC boating access area. This BAA will
include two double launch ramps (four launch lanes) and associated fixed and floating
docks, an entry drive, 107 space parking lot for boat trailers and a 19 space parking lot
for standard vehicles. The project will also include the construction of a bathroom
facility, picnic shelter, playground and a fishing pier. The project property is adjacent to
SA;ORW waters and will include various stormwater BMP's.
Impervious Surface Calculations:
The property is adjacent to SA;ORW waters. The Town of Emerald Isle Ordinance states
that a maximum of 25% of the total upland area may be used as built upon area for this
water quality classification. The total area above the mean high water line is 577,387 sf.
The allowable 25% buildable area is 144,346 sf. The actual proposed impervious surface
for the project is 133,454 sf (23.1% of upland area).
Dredging:
No dredging will be required for the construction of this project. The boat basin was
recently dredged by the previous landowner.

Grading:

The total amount of earthwork for this project will be approximately 10,500 cubic yards.
This includes rough and fine grading, the subgrade of the drive aisles and parking lots,
and earthwork necessary to balance the site. No spoil site will be required as this project
will not produce excess cut, or involves any dredging. The total disturbed area of this
project is 291,000 sf (6.68 acres).
Upland Excavation:
The upland excavation involved in this project is from the construction of the two
stormwater wetlands. Approximately 3,150 cy of material will be excavated for the
construction of Stormwater Wetland #1. Approximately 1150 cy of material will be
excavated for the construction of Stormwater Wetland #2. This provides a total of 4,300
cubic yards of upland excavation order to create the wetlands. All of this material will be
used at other locations on the site (the site balances with no excess cut or fill).
Existing Stormwater Conditions:
The existing site has no stormwater controls. However, there is currently very little
impervious surface on the site. Due to this, and the sandy soils present on the site, the
majority of runoff is infiltrated, with the remainder sheet flowing to the marsh and into
Bogue Sound.
Proposed Stormwater Conditions:
The proposed project includes the construction of four stormwater BMP's. The southern
portion of the site will be treated by two infiltration basins. Berms will be constructed in
order to create these basins in areas of natural depressions. These areas will be left
natural, with all vegetation remaining, in order to minimize disturbance. The remainder
of the site will be treated by two separate stormwater wetlands. Both wetlands will have
bypass boxes which will divert excessive rainfall to a level spreader and vegetative filter
strip to encourage sheet flow and provide additional treatment.
Ramps/Docks:
The proposed project includes the construction of two - double lane launch ramps. Each
lane will be 15' wide, for a total of 60'. Between the two double lane ramps will be an
8'x80' floating dock and abutment. Additional fixed docks are also being added along
the side of the ramps and the southern edge of the boat basin to provide temporary
dockage. A fixed fishing pier is also being proposed about 900' to the north of the boat
basin. This pier will be access by a 6' wide boardwalk and will itself be 9'x61'. As this
pier extends into Bogue Sound, reflectors will be installed for the safety of night time
boat traffic.
Wetlands:
The CAMA/Coastal Wetlands were delineated by DCM staff on September 10, 2009.
The 404 Wetlands were delineated by the Corp of Engineers on February 26, 2010, and
later revised on March 9, 2010. This project has no impact on the coastal wetlands.
However, this project does produce a minor impact on the 404 wetlands. An additional
ten boat trailer parking spaces are being provided due to the filling of 1,490 sf of 404
wetlands and on the western side of the property. A retaining wall is proposed to
minimize the impact on these wetlands.
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2 0 1 0 0 2 7 5
ICM Ml-1

AFFIRATION for
MaJor Imlopment permit 4,? ati ss? rp
(last revised 12/27/06)
North Carolina DIVISION OF COASTAL MANAGEMENT
1. Primary Applicant/ Landowner Information
Business Name
North Carolina Wildlife Resources Commission Project Name (if applicable)
Emerald Isle Boating Access Area
Applicant 1: First Name
Division of Engineering Services MI Last Name
Applicant 2: First Name MI Last Name
If additional applicants, please attach an additional page(s) with names listed.
Mailing Address
1720 Mail Service Center PO Box City
Raleigh State
NC
ZIP
27699 Country Phone No.
919 - 707 - 0150 ext. FAX No.
919 - 707 - 0162
Street Address (if different from above) City State ZIP
Email
2. Agent/Contractor Information
Business Name
North Carolina Wildlife Resources Commission
Agent/ Contractor 1: First Name MI Last Name
Mark A Hamlett
Agent/ Contractor 2: First Name MI Last Name
Mailing Address PO Box City State
1720 Mail Service Center Raleigh NC
ZIP Phone No. 1 Phone No. 2
27699 919 - 707 - 015 5 ext. - - ext.
FAX No. Contractor #
919 707 0162
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. #
Carteret 6710 Emerald Drive NC 58
Subdivision Name City State Zip
n/a Emerald Isle NC 28594-
Phone No. Lot No. (s) (if many, attach additional page with list)
n/a - - ext. n/a, , ,
a. In which NC river basin is the project located? b. Name of body of water nearest to proposed project
White Oak Intracoastal Waterway/Bogue 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 Intracoastal Waterway/Bogue Sound
e. Is proposed work within city limits or planning jurisdiction? f. If applicable, list the planning jurisdiction or city limit the proposed
®Yes ?No work falls within.
Town of Emerald Isle
4. Site Description
a. Total length of shoreline on the tract (ft.) b. Size of entire tract (sq.ft.)
6,060 ft. property = 1,036,580 sf (23.79 acres)
c. Size of individual lot(s) d. Approximate elevation of tract above NHW (normal high water) or
n/a, NWL (normal water level)
(If many lot sizes, please attach additional page with a list) 7' ®NHW or ?NWL
e. Vegetation on tract
A portion of the site consists of Coastal and 404 wetlands. The center of the site is mostly grass with limited trees. The
portion of the site adjacent HWY 58 is more densly wooded.
f. Man-made features and uses now on tract
This parcel was orgianlly intended to be sold a residential lots. An asphalt driveway and boat basin represent the man-
made feature currently on site. The site currently is vacant and has been purchased with the intention of constructing a
public boating access area.
g. Identify and describe the existing land uses adoacent to the proposed project site.
Adjacent land uses a church (Chapel by the Sea) and residential lots.
h. How does local government zone the tract? i. Is the proposed project consistent with the applicable zoning?
RMF (Residential Multi-Family), G (Government) (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?
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.
The existing site does not include any wastewater treatment facilities. Adjacent properties use septic as wastewater
treatement.
o. Describe existing drinking water supply source.
The existing site does not supply any drinking water. Groundwater wells are the source for drinking water.
p. Describe existing storm water management or treatment systems.
The existing site has no stormwater management. There are no existing BMP's.
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.
This project is the new construction of a Wildlife Resources Commission boating access area. Construction will include four
launch ramps and will be open to the public 24 hours a day.
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.
Construction equipment will include (but not limited to) excavators, backhoes, bull dozers, motor graders and dump trucks.
All equipment will be stored on the the project property.
d. List all development activities you propose.
Construction will include four launch ramps, associated fixed/floating docks, driveways, manuevering area, boat trailer
parking, single car parking, a left turn lane and stormwater BMP's (infiltration basins and stormwater wetlands).
e. Are the proposed activities maintenance of an existing project, new work, or both? Both
f. What is the approximate total disturbed land area resulting from the proposed project? 266,422 ®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.
Currently, water sheet flows into the wetlands and into the sound. The proposed development will not add any point
discharge and will continue difuse/sheet flow into the wetlands.
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
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 Emerald Isle Chapel by the Sea Phone No.
Address 6712 Emerald Drive Emerald Isle, NC 28594
Name Robert Dunmire Phone No.
Address 700 Mill Road Goldsboro, NC 27534
Name Richard Farrington Phone No.
Address 8802 Soundview Ct Emerald Isle, NC 28594
g. A list of previous state or federal permits issued for work on the project tract. Include permit numbers, permittee, and issuing dates.
DCM #57-08 DCM Express Permit #77-07
h. Signed consultant or agent authorization form, if applicable.
i. Wetland delineation, if necessary.
j. A signed AEC hazard notice for projects in oceanfront and inlet areas. (Must be signed by property owner)
k. A statement of compliance with the N.C. Environmental Policy Act (N.C.G.S. 113A 1-10), if necessary. If the project involves expenditure
of public funds or use of public lands, attach a statement documenting compliance with the North Carolina Environmental Policy Act.
7. Certification and Permission to Enter on Land
I understand that any permit issued in response to this application will allow only the development described in the application.
The project will be subject to the conditions and restrictions contained in the permit.
I certify that I am authorized to grant, and do in fact grant permission to representatives of state and federal review agencies to
enter on the aforementioned lands in connection with evaluating information related to this permit application and follow-up
monitoring of the project.
I further certify that the information provided in this application is truthful to the best of my knowledge.
Date 3151"Id Print Name MARK )4141"LM
Signature W&oi
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.nccoastaImanagement.net
Form DCM MP-2
EXCAVATION and FILL
(Except for bridges and culverts)
?i ._ar t r
Attach this form to Joint Application for CAMA Major Permit, Form DCM MP-1. Be sure to complete all other sections of the Joint
Application that relate to this proposed project. Please include all supplemental information.
Describe below the purpose of proposed excavation and/or fill activities. All values should be given in feet.
Access Other
Channel Canal Boat Basin Boat Ramp Rock Groin Rock (excluding
(NLW or Breakwater shoreline
NWL) stabilization)
Length 94' 178'
Width 68' 5'
Avg. Existing -4
5' NA NA -4
Depth .
Final Project -4
5' NA NA -2
Depth .
1. EXCAVATION ?This section not applicable
a. Amount of material to be excavated from below NHW or NWL in b. Type of material to be excavated.
cubic yards. Sand
0 cy (no excavation below NHW required)
c. (i) Does the area to be excavated include coastal wetlands/marsh d. High-ground excavation in cubic yards.
(CW), submerged aquatic vegetation (SAV), shell bottom (SB), 4,300 cy (excavation for stormwater wetland construction)
or other wetlands (WL)? If any boxes are checked, provide the
number of square feet affected. 10,500 cy (total earthwork/grading from entire site)
?CW ?SAV ?SB
OWL ?None
(ii) Describe the purpose of the excavation in these areas:
There will be a minor impact to the 404 wetlands in order to
meet the minimum stormwater requirements.
2. DISPOSAL OF EXCAVATED MATERIAL ?This section not applicable"
a. Location of disposal area. b. Dimensions of disposal area.
all material will be used on site (site balanced) n/a
c. (i) Do you claim title to disposal area? d. (i) Will a disposal area be available for future maintenance?
?Yes ?No UNA ?Yes ?No UNA
(ii) If no, attach a letter granting permission from the owner. (ii) If yes, where?
e. (i) Does the disposal area include any coastal wetlands/marsh f. (i) Does the disposal include any area in the water?
(CW), submerged aquatic vegetation (SAV), shell bottom (SB), ?Yes ?No UNA
or other wetlands (WL)? If any boxes are checked, provide the
number of square feet affected. (ii) If yes, how much water area is affected?
?CW ?SAV ?SB
?WL ®None
(ii) Describe the purpose of disposal in these areas:
252-808-2808 :: 1-8884RCOAST :: www.necoastaimana-gement.net revised. 12126/06
Form DCM W-2 (Excavation and Fill, Page 2 of 3)

3. SHORELINE STABILIZATION ?This sectio .4Ai;a#p#"
(If development is a wood groin, use MP-4 - Structures)
a. Type of shoreline stabilization: b. Length: 108'
®Bulkhead ?Riprap ?Breakwater/Sill ?Other:
c. Average distance waterward of NHW or NWL: 0'
e. Type of stabilization material
Vinyl Sheetpile
g. Number of square feet of fill to be placed below water level.
Bulkhead backfill Riprap
Breakwater/Sill Other
i. Source of fill material.
Width: 1'
d. Maximum distance waterward of NHW or NWL: 0'
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.
h. Type of fill material.
4. OTHER FILL ACTIVITIES ?This section not applicable
(Excluding Shoreline Stabilization)
a. (i) Will fill material be brought to the site? ®Yes ?No ?NA b. (i) Will fill material be placed in coastal wetlands/marsh (CW),
If yes,
(ii) Amount of material to be placed in the water 481 cv
(iii) Dimensions of fill area approx. 48'x 68'
(iv) Purpose of fill
Construction of Ramps
Class A Rip Rap - 335 cy (under ramp)
Class A Rip Rap - 100 cy (around ramp)
Washed Stone - 67 cy
Concrete - 79 cy
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 1.490 sf ?None
(ii) Describe the purpose of the fill in these areas:
Minor filling of 404 wetlands to construct retaining wall and
parking lot.
-?
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)?
a temporary spoil area with a double row of silt fence will be used trackhoe, backhoe, dozer, motorgrader, compactor, dump truck
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.
channel markers/bouys will be used to delineate route to ICW
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.
n/a
March 12, 2010
Date
Emerald Isle Boating Access Area
Project Name
Mark Hamlett, PE
Applicant Name
252-808-2808 :: 1-888-4RCOAST :: www.nccoastaimanagement.net revised: 12/26106
a-Or 1? (Excavation and Fill, Page 3 of 3)
Applicant Signature
252-808-2808:: 1-888-4RCOAST :: www.nccoastalmanagement.net revised: 12/26/06
Form DCM MP-3 ` AR.
UPLAND DEVELOPMENT
(Construction and/or land disturbing activities)
Attach this form to Joint Application for CAMA Major Permit, Form DCM MP-1. Be sure to complete all other sections of the Joint
Application that relate to this proposed project. Please include all supplemental information.
GENERAL UPLAND DEVELOPMENT
a. Type and number of buildings, facilities, units or structures
proposed.
stormwater wetland (x2), infiltration basin (x2), parking lot,
driveway, retaining wall, level spreader, restroom facility,
picnic shelter, playground, boardwalk, privacy fence, curb
and gutter, sidewalk, septic system, water line
c. Density (give the number of residential units and the units per
acre).
n/a
e. If the proposed project will disturb more than one acre of land, the
Division of Land Resources must receive an erosion and
sedimentation control plan at least 30 days before land-disturbing
activity begins.
(i) If applicable, has a sedimentation and erosion control plan been
submitted to the Division of Land Resources?
?Yes ®No ?NA
(ii) If yes, list the date submitted: will be submitted and permit
obtained prior to beginning work
b. Number of lots or parcels.
8 parcels
d. Size of area to be graded, filled, or disturbed including roads,
ditches, etc.
+/- 291,00 sf (6.68 acres)
f. List the materials (such as marl, paver stone, asphalt, or concrete)
to be used for impervious surfaces.
asphalt, concrete, shingle roof
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.
23.7%
i. Give the percentage of the entire tract to be covered by impervious
and/or built-upon surfaces, such as pavement, building, rooftops,
or to be used for vehicular driveways or parking.
23.7%
j. Describe proposed method of sewage disposal.
Restroom facility will use onsite septic system
1. 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).
Stormwater will be treated in BMP's. Water not infiltrated
will be sent over a level spreader and through a filter
strip for difuse flow into the wetlands.
h. Projects that require a CAMA Major Development Permit may also
require a Stormwater Certification.
(i) Has a site development plan been submitted to the Division of
Water Quality for review?
®Yes ?No ?NA
(ii) If yes, list the date submitted: 3/5/2010 - submitted to
Emerald Isle Stormwater Review (LISMP)
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 :: 1-888-4RCOAST :: www.nccoastaimananement.net revised: 12/26/06
Form C NIP-3 (Up"gand Development, Page 2 of 2)

m. Describe proposed drinking water supply source (e.g., well,
community, public system, etc.)
Drinking water will be provided at the restroom facility and
will be serviced by a new water line.
o. When was the lot(s) platted and recorded?
Town Park - 10/21/2009 (map book 31/page 772)
Shell Cove North 1- 7/29/2005 (map book 30/page 802)
Shell Cove North II - 11/28/2006 (map book 31/page123)

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
March 12, 2010
Date
Emerald Isle Boating Access Area
Project Name
Mark Hamlett, PE
Applicant ame
Applicant Signature
¦ Complete items 1, 2, and 3. Also complete
item 4 if Restricted Delivery is desired.
¦ Print your name and address on the reverse
so that we can return the card to you.
¦ Attach this card to the back of the mailpiece,
or on the front if space permits.
1. Article Addressed to:
A. Sigryature X CT-Agent
V ? Addressee
Received by (Printed NA e) C. Date of Delivery
t? & I t rte` 3
D. Is delivery address Merent from item 1? 1 Yye
If YES, enter deli 0drresss below: l's No
R4144?' MAR Z 6 Z01Q

,Wz -C 2 k$ --934
C
T 3. Service Type
(
? (
Certified Mail ? Express Mail
? Registered Mieturn Receipt for Merchandise
? Insured Mail ? C.O.D.
4. Restricted Delivery? (Extra Fee) ? Yes
2. ArticleNumbe
(Transfer from 7009 0820 00004732 1737 i
PS Form 3811, February 2004 Domestic Return Receipt
10259e,
S40
252-808-2808 :: 1-888-4RCOAST :: www.nccoastaimanagement.net revised: 12/26/06
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 OPublic/Government []Private/Community ®Yes ?No
c. (i) Dock(s) and/or pier(s) d. (i) Are Finger Piers included? ?Yes ®No
(ii) Number 6 fixed, 1 floating If yes:
(iii) Length 188'/31'/100'/100'/106' (fixed), 80' (floating) (ii) Number
(iv) Width 6' (fixed), 8' (floating (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 1 (fishing pier) (ii) Number
(iii) Length 61' (iii) Length
(iv) Width 9' (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.
none - temporary tie up for loading/unloading boats only ? Full service, including travel lift and/or rail, repair or
(ii) Number of slips existing maintenance service
? Dockage, fuel, and marine supplies
20
? Dockage ("wet slips") only, number of slips:
? Dry storage; number of boats:
® Boat ramp(s); number of boat ramps: 4
? 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:
j. Describe the typical boats to be served (e.g., open runabout,
charter boats, sail boats, mixed types).
recreational boaters/fishermen - any boats that may be
transported by a trailer
k. Typical boat length: 20'
m. (i) Will the facility have tie pilings?
?Yes ®No
(ii) If yes number of tie pilings?
1. (i) Will the facility be open to the general public?
®Yes ?No
252-808-2808 :: 1-888-4RCOAST :: www.nccoastalmanagement.net revised: 12/27106
Forge ®CM MP-4 (Structures, Page 2 of 4)
2. DOCKING FACILITY/MARINA OPERATIONS 0This 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: 2 to 4; Location: Restroom facility
? Showers
? Boatholding tank pumpout; Give type and location:
b. Describe treatment type and disposal location for all sanitary wastewater.
Septic system to serve restroom facility
c. Describe the disposal of solid waste, fish offal and trash.
Trash cans
d. How will overboard discharge of sewage from boats be controlled?
n/a
e. (1) Give the location and number of "No Sewage Discharge" signs proposed.
n/a
(ii) Give the location and number of "Pumpout Available" signs proposed.
n/a
f. Describe the special design, if applicable, for containing industrial type pollutants, such as paint, sandblasting waste and petroleum products.
n/a
g. Where will residue from vessel maintenance be disposed of?
n/a
h. Give the number of channel markers and "No Wake" signs proposed. # red/green channel marker buoys
i. Give the location of fuel-handling facilities, and describe the safety measures planned to protect area water quality.
n/a
j. What will be the marina policy on overnight and live-aboard dockage?
Not allowed
k. Describe design measures that promote boat basin flushing?
Basin graded shallow to deep
1. If this project is an expansion of an existing marina, what types of services are currently provided?
n/a
m. Is the marina/docking facility proposed within a primary or secondary nursery area?
?Yes ®No
252-808-2808 :: 1-888-4RCOAST :: www.nccoastaimanaaement.net revised: 12/27/06
Form DOM 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
(S13), or other wetlands (WL)? If any boxes are checked, provide the number of square feet affected.
®CW 0 ?SAV ?S13
OWL 3.878 ?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. BOATHOUSE (including covered lifts) E] This section not applicable'
a. (i) Is the boathouse structure(s):
?Commercial ?Public/Government ?Private/Community
(ii) Number
(iii) Length
(iv) Width
Note: Roofed areas are calculated from dripline dimensions.
4. GROIN (e.g., wood, sheetpile, etc. If a rock groin, use MP-2, Excavation and Fill.) 0This section not applicable
a. (i) Number
(ii) Length
(iii) Width
5. BREAKWATER (e.g., wood, sheetpile, etc.) 0This 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 ®This section not applicable
a. Is the structure(s):
?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
b• Number
d. Description of buoy (color, inscription, size, anchor, etc.)
7. GENERAL
252-808-2808 :: 1-888-4RCOAST :: www.nccoastaimanagement.net revised: 12/27106
Form DCM MP-4 (Structures, Page 4 of 4)
a. Proximity of structure(s) to adjacent riparian property lines b. Proximity of structure(s) to adjacent docking facilities.
400' 435'- to fixed dock to the east
Note: For buoy or mooring piling, use arc of swing including length
of vessel.
c. Width of water body
channel to ramp - 125' ICW - approx. 6000'
d. Water depth at waterward end of structure at NLW or NWL
approx -4.5
e. (i) Will navigational aids be required as a result of the project?
OYes ?No ?NA
(ii) If yes, explain what type and how they will be implemented.
red/green channel marker bouys
8. OTHER ®This section not applicable
a. Give complete description:
March 5, 2010
Date
Emerald Isle Boating Access Area
Project Name
Mark Hamlett, PE
Applicant Name
Oc44C?Ff}/-
Applicant Signature
252-808-2808 :: 1-888-4RCOAST :: www.nccoastalmana-gement.net revised: 12/27/06
WCEVVL
l?lf a? i I NMI

North Carolina Wildlife Resources Commission 0/,
Gordon S. Myers, Executive Director
March 16, 2010
Barry Guthrie
Division of Coastal Management
400 Commerce Ave.
Morehead City, NC 28557
Re: Emerald Isle Boating Access Area - Overriding Public Benefit (Driveway within CAMA Buffer)
Carteret County
Mr. Guthrie,
There is a tremendous public need for the Emerald Isle Boating Access Area. Currently, the only boating
access area in Emerald Isle is the Island Harbor Marina, which will be closing during 2010. Due to the lack of
public access, this proposed project needs to provide the maximum allowable amount of parking for boaters.
The project property consists of two parts, which include Town Park to the east and former residential lots to
the west. In order to maximize the parking, the ramps and maneuvering area need to be located oil the eastern
parcel while the boater parking is located on the western parcels. The only connection between the two areas
is the narrow strip of land between the existing boat basin and Chapel by the Sea property line. An access
drive is being proposed in this area, but due to the narrow width, is located within the 30' CAMA Buffer.
Due to overriding public benefit, the Wildlife Resources Commission seeks an exemption on the requirement
that prevents impervious surface within the 30' CAMA Buffer. If this exemption is not granted and the access
drive not allowed, then the boating access area will be confined to only the western parcels, which would
reduce boating parking by more than 50%. This reduction would fall short in meeting the public demand for
boating access in Emerald Isle. There is a significant public benefit for this driveway to be allowed within the
30' CAMA Buffer.
After reviewing this letter and associated plans, please let me know if you need any additional information. If
you have any questions or comments about this issue, please do not hesitate to call me at [phone].
Sincerely,
North Carolina Wildlife Resources Commission
Ola"l, d. wa,&, 0--
Mark A. Hamlett, PE
Design Services Section Chief
Mailing Address: N.C. Wildlife Resources Commission • 1720 Mail Service Center • Raleigh NC 27699-1720
Telephone: [phone]
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