20090428 Ver 1_CAMA Application_20090415

DE
North Carolina Department of Environment and Natural Resources
Division of Coastal Management
Beverly Eaves Perdue James H. Gregson Dee Freeman
Governor Director E r- wa Secretary
09-0428
C J??'E
APR
MEMORANDUM: April 9, 2009 D 100,9
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TO: Cyndi Karoly, Supervisor RANCN
401 Oversight & Express Permits Unit
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
Applicant: NC Wildlife Resources Commission/Sunset Harbor Boating Access Area
(c/o: Mark Hamlett)
Project Location: 356 SE Riverview Dr., adjacent to Lockwoods Folly River and the AIWW, near
Bolivia, Brunswick Co.
Proposed Project: To renovate public boat ramp/access area
Please indicate below your agency's position or viewpoint on the proposed project and return this
form by May 4, 2009. If you have any questions regarding the proposed project, contact Debra
Wilson [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
127 Cardinal Drive Ext., Wilmington, NC 28405
Phone: [phone] FAX: [phone] Internet: www.nccoastalmanagerrient.net
An Equal Opportunity', Affirmative Action. Employer
One,
orthCarolin
Natumllff
DIVISION OF COASTAL MANAGEMENT
FIELD INVESTIGATION REPORT
APPLICANT'S NAME: NC Wildlife Resources Commission, Sunset Harbor Boating Access Area
c/o Mark Hamlett
2. LOCATION OF PROJECT SITE: The project is located at 356 SE Riverview Drive, adjacent to the
Lockwoods Folly River and the AIWW, near Bolivia, in Brunswick County.
Photo Index - 2006:7-6181, E-F(9-10) 2000: 7-59, E-F(9-10) 1995: 7-56, K-L(18)
State Plane Coordinates - X: 2238785 Y: 63785 GPS - N021915A
Latitude: 33°55'21.52827"N Longitude: 78°12'46.85589"W
3. INVESTIGATION TYPE: CAMA D&F
4. INVESTIGATIVE PROCEDURE: Dates of Site Visit - 2/19/09
Was Applicant Present - No
5. PROCESSING PROCEDURE: Application Received - 2/12/09, 3/30/09 (complete)
Office - Wilmington
6. SITE DESCRIPTION:
(A) Local Land Use Plan -Brunswick County
Land Classification From LUP - Mixed Use
(B) AEC(s) Involved: EW, PTA, ES
Water Dependent: Yes
(D) Intended Use: Public
(E) Wastewater Treatment: Existing - None Planned- None
(F) Type of Structures: Existing - Public boat ramp facility.
Planned - Replace boat ramps, bulkhead, 2 fixed docks, 1 floating dock, fishing
pier, expand and pave existing gravel parking lot.
(G) Estimated Annual Rate of Erosion: N/A
Source - N/A
7. HABITAT DESCRIPTION:
[AREA]
DREDGED FILLED OTHER
(A) Vegetated Wetlands- Coastal & 404-type
(B) Non-Vegetated Wetlands 1,820 sq. ft.
(Open water) 9,155 sq. ft. 2,405 sq. ft. incorporated
(C) Other - Highground 1.6- acres
(disturbed)
(D) Total Area Disturbed: 1.852 acres
(E) Primary Nursery Area: No
(F) Water Classification: SA, HQW Open: Yes
PROJECT SUMMARY: The applicant is proposing to replace the existing boat ramps, bulkhead and 2 fixed
docks, install a new floating dock, fishing pier, expand and pave the existing gravel parking lot and dredge the
access channel.
NC Wildlife Resources Commission, Sunset Harbor Boating Access Area c/o Mark Hamlett
Page Two
9. PROJECT DESCRIPTION
The project is located at 356 Riverview Drive SE, adjacent to the Atlantic Intracoastal Waterway
(AIWW) and the Lockwoods Folly River near the Town of Bolivia, in Brunswick County. To reach the
project area, travel south on US Hwy 17 to the intersection with NC Highway 211 near Supply, NC.
Turn left onto NC Hwy 211 and travel approximately 5.5 miles to Sunset Harbor Road. Turn right onto
Sunset Harbor Road and travel approximately 5.8 miles to the end. Turn right onto Lockwood Folly
Road SE and travel approximately 0.3 miles to the end of the road to the project site.
The project site consists of seven parcels which total 1.974-acres of land located within the planning
jurisdiction of Brunswick County. The project site is bordered by the AIWW to the south, the mouth of
the Lockwoods Folly River to the west, a fishing club to the north and residential property to the east.
The project site has approximately 203 linear feet of shoreline frontage along the AIWW and
Lockwoods Folly River with an average elevation of approximately 11' above normal high water
(NHW). The site currently functions as a public boat ramp facility. Two concrete boat ramps are located
on the northwest portion of the site. Currently, there is a fixed dock and bulkhead located on each side of
the boat ramp. The majority of the shoreline is stabilized with rip-rap. A gravel parking area occupies a
portion of the high ground, with a total impervious area of approximately 39,840 sq. ft. (18,749 sq. ft. of
which is within the 75' Estuarine Shoreline Area of Environmental Concern). The parcel is not serviced
with water or sewer.
State permit #75-85 was issued to the NC Wildlife Resources Commission on 5/22/85 for the expansion
of the concrete boat ramp, installation of the bulkheads and maintenance excavation. It was later
modified/renewed on 4/20/89 to allow for maintenance excavation and the placement of 180 linear feet
of rip-rap. The permit expired December 31, 1990.
The waters of the AIWW and the Lockwoods Folly River, adjacent to the project site, are classified as
SA, HQW by the North Carolina Division of Water Quality. They are not designated as a Primary
Nursery Area (PNA) by the N.C. Division of Marine Fisheries and they are open to the harvest of
shellfish.
PROPOSED PROJECT
The applicant is proposing to replace the existing boat ramps, bulkhead and 2 fixed docks, install a new
floating dock, fishing pier, expand and pave the existing gravel parking lot and dredge the access
channel. This would be a complete renovation of the existing public boating access facility. The
applicant is proposing to remove the existing boat ramps and construct two (2) new concrete ramps each
measuring approximately 125' in length by 15' wide, with approximately 65' of the ramp extending
below NI-1W (see Sheet 2 of 16). The new concrete apron would measure approximately 10' in length by
50' in width with a concrete abutment measuring 24' in length by 8' in width. The concrete abutment
would connect to a new 8' x 80' wood floating dock located between the ramps to assist in the launching
of vessels. The applicant is also proposing to remove a total of 95 cu. yds. of the existing rip-rap (20 cu.
yds. from below NHW and 75 cu. yds above NHW) located adjacent the boat ramp (see Sheet 1.1 of
16). The new ramp would require the excavation of approximately 110 cu. yds. of sandy material below
NHW and 1200 cu. yds. above
NC Wildlife Resources Commission, Sunset Harbor Boating Access Area c/o Mark Hamlett
Page Three
NHW in order to obtain a final depth of -5' at the waterward end of the ramp, giving the ramp a 14%
grade. The excavated material would be placed temporarily until dewatered on the eastern side of the
property (see Sheet 14 & 15 of 16) which is currently a grassed area in an irregular shaped area
measuring approximately 100' in length by 17-40' in width and would be contained by a silt fence. Once
the material is dewatered it will be transported to the Brunswick County Landfill. As proposed, the ramp
construction would require approximately 40 cu. yds. of class A rip-rap and 20 cu. yds. of washed
stoned to be placed below NHW underneath the 8" thick steel reinforced concrete slab (see Sheet 8 & 9
of 16).
Adjacent to the proposed boat ramp on the north side would be a fixed dock measuring approximately
118' in length by 6' in width and a vinyl sheet pile bulkhead measuring approximately 132' in length
would be located on the northern side of the fixed dock (see Sheets 4 & 7 of 16). Approximately 261/2' of
the bulkhead would extend into the waterbody. Adjacent to the south side of the boat ramp there would
be a second fixed dock measuring approximately 138' in length by 6' in width leading to an "L-head"
fixed dock measuring approximately 521/2' in length by 6' in width extending in a southerly direction
adjacent to the existing rip-rap bank. A second bulkhead measuring approximately 138' in length would
be located on the south side of the ramp and dock, of which approximately 321/2' would extend into the
waterbody.
The applicant is also proposing to excavate an access channel from the end of the proposed boat ramp to
the AIWW. As proposed, the access channel would measure approximately 225' in length by 30' in
width to a final depth of -5' @ normal low water (NLW). The average existing water depth in the
project area is approximately -4' @ NLW (see Sheet 10 of 16). This would result in the removal of
approximately 430 cu. yds. of spoil material via bucket to barge and would be placed within the same
silt fenced area located on the eastern side of the property as the material to be removed for the proposed
ramp.
The applicant is also proposing to construct a fishing pier which would be located on the southeast
portion of the property extending from a proposed 5' wide concrete sidewalk which would connect to
the proposed parking area (see Sheet 2 of 16). The proposed pier would measure approximately 88' in
length by 6' in width and would terminate in an elevated fixed "T-head" platform measuring
approximately 20' in length by 10' in width. As proposed, the pier would extend into the AIWW
approximately 70' waterward of NHW water depths of approximately -3' @ NHW at the terminal end
of the platform. The application states that reflectors will be installed along the fishing pier.
The applicant is also proposing to remove the existing gravel parking area (approximately 5530 sq. ft.)
adjacent to the boat ramps and install landscaping consisting primarily of Muhly Grass (Muhlenbergia
capillaries), thereby reducing the impervious surface coverage within the 30' Coastal Shoreline Buffer
and 75' Area of Environmental Concern (AEC)(see Sheets 1.1 & 16 of 16). The parking area is to be
reconfigured and expanded to encompass the 5 adjacent grassed lots which were recently acquired by
the State, as well as, a portion of the existing parking area. As proposed, there will be 7 regular parking
spaces and 3 handicapped spaces located adjacent to the beginning of the boat ramp on the south side.
The new parking area located on the western portion of the site (currently grassed) will contain a total of
31 spaces and are to be constructed of pervious pavement material (see Sheets 3 & 11-13 of 16). There
NC Wildlife Resources Commission, Sunset Harbor Boating Access Area c/o Mark Hamlett
Page Four
will be a new asphalt driveway measuring approximately 15' in width will tie into the existing State
road (Lockwood Folly Road SE ) and will curve around the end of the proposed ramp at which point it
will widen to make a turn-a-round area and will then extend down the middle of the new parking area
and connect to Hickory Drive SE (see Sheet 2 of 16). The perimeter of the parking area will be
landscaped with Persimmon, Red Chokeberry, Button Bush, Muhly Grass, and doubled-shredded
hardwood mulch (see Sheet 16 of 16). All stormwater runoff will be directed through vegetative buffers
and then sheet flow into waters of the State. Some of the stormwater will be infiltrated by the permeable
pavement (see Sheet 3 of 16).
10. ANTICIPATED IMPACTS
As proposed, the renovations would result in the disturbance of approximately 1.6 acres (69,700 sq. ft.)
of high ground, which is primarily located within the limits of the existing impervious. Approximately
49% (or 39,087 square feet) of the 1.97 acre parcel would be covered by impervious surface of which,
38% (or 8,913 square feet) would be located within the 75' Estuarine Shoreline Area of Environmental
Concern (AEC). This results in the reduction of approximately 9,836 sq. ft. of existing impervious
surface area within the AEC.
The proposed boat ramp and bulkheads would result in the excavation and filling (concrete for ramp) of
approximately 2,405 sq. ft. of shallow bottom area. It would also include the excavation of
approximately 2,280 sq. ft of high ground area (above the normal water line) for ramp approach. The
access channel would result in the excavation of approximately 6,750 sq. ft. of shallow bottom area. The
proposed fixed docks would incorporate approximately 1,251 sq. ft. of estuarine waters and public trust
area. The proposed fishing pier would incorporate approximately 569 sq. ft. of estuarine waters public
trust area and would not encroach into the adjacent 15' Riparian Corridor Setback Areas. It would
extend approximately 711/a' into the waterbody which measures approximately 790' at this location. This
distance meets the 1/4 width rule and would not extend into the 80' setback from the federal channel of
the AIWW. Minor increases in turbidity can be expected during construction.
Submitted by: Debra Wilson Date: 4/9/09 Office: Wilmington
Project Narrative
Project Information: Date: 2/9/2009
Sunset Harbor Boating Access Area
Brunswick County
Engineer:
Mark Hamlett, PE
North Carolina Wildlife Resources Commission
1720 Mail Service Center
Raleigh, NC 27699
Project Summary:
The Sunset Harbor Boating Access Area project is located at the existing access area at
the end of Lockwood Folly Road in Brunswick County. The existing property consists of
two launch ramps, two fixed docks, a gravel parking area and a grassed parking area.
The proposed project is a complete renovation of the site. This renovation will include
the demolition of all existing features and construction of two new concrete ramps, four
fixed docks, a floating dock, new vinyl sheet pipe (bulkhead), and paved parking (both
standard asphalt and pervious pavement). Work also includes the dredging from the
ramp to the main channel.
Impervious Surface Calculations:
The total project takes place in seven parcels, owned by North Carolina Wildlife
Resources Commission and public right of way. The total project area is 86,000 square
feet (1.974 acres). The existing impervious surface within the project area is 39,840 sf
(0.915 acres). The proposed impervious surface within the project area is 39,087 sf
(0.897 acres). The proposed project produces a net decrease in impervious surface of 753
square feet.
Impervious surface within the AEC also decreases with this project. The existing
impervious within in the AEC on the WRC property is 10,618 sf (0.244 acres). The
proposed impervious within the AEC on the WRC property is 3,946 sf (0.091 acres). The
existing impervious in the AEC within the total project area is 18,749 sf (0.43 acres).
The proposed impervious in the AEC within the total project area is 8,913 sf (0.20 acres).
In summary, this project reduces the impervious surface within the AEC by 6,672 sf in
the WRC property and by 9,836 sf within the project area.

?.1??P t V era ", i i\j C
Dredging:
This project includes dredging from the end of the ramp to the main channel. The
dredged channel will be roughly 30' wide and a depth of five feet from normal low water.
Total excavation below normal low water for the channel and ramp construction will be
540 cubic yards. This work will be performed using bucket to barge dredging. Spoil
material will be stored on site, behind a double row of silt fence, until it is taken to the
off-site spoil site. The temporary spoil area can hold 280 cubic yards of material,
assuming a maximum depth of three feet. A note has been added to the plans stating that
all spoil material must be taken to the permanent spoil site as soon as possible and that, if
the temporary spoil site is full, all excavation shall stop until the spoil area is emptied. A
larger spoil area is not possible due to the use of pervious pavement, as stockpile and
compaction of these areas is not allowed.
Upland Excavation:
The total upland excavation will be approximately 1,200 cubic yards of material. This
excavation includes the subgrade both the ramps and the parking areas. In the areas of
pervious pavement, up to 1.1' of subgrade is being excavated. This is due to the surface
layer being compacted and not meeting the permeability requirements set forth by DWQ.
Some of this material will be used around the site while the remainder will be stored on
site, behind a double row of silt fence, until it is taken to the off-site spoil site.
Existing Stormwater Conditions:
The existing site has no stormwater controls. The majority of the site is
gravel/impervious with no vegetative buffer. Water currently flows toward the access
area and drains directly into the Intracoastal Waterway over mostly impervious surfaces.
Proposed Stormwater Conditions:
The proposed project will be an improvement over the existing stormwater conditions.
There is a net decrease in impervious surface on the site. In addition, three parking areas
will be paved with pervious pavement to provide stormwater infiltration. A significant
amount of vegetation will be planted as well, not only around the site but within the 30'
buffer along the shoreline. This increase in vegetation will assist with nutrient removal
and improve stormwater quality. In summary, the proposed project will decrease the
total amount of stormwater leaving the site (through infiltration) and will increase the
quality of that water.
1`
FEB 12 2009
I)CM HOANGTON, NC
Ramps/Docks:
This proposed project includes the construction of two fifteen foot wide concrete ramps.
Vinyl sheet pile/bulkhead is being installed on each site of the ramps. Between the ramps
will be an 8'x 80' floating dock. Six foot wide fixed docks are being installed outside
perimeter of the ramps. One of these fixed docks will extend farther into the channel and
provide an `L' courtesy dock.
South of the ramps, a fixed fishing pier will be installed. This fishing pier will be
accessed by a 6' wide boardwalk. The pier itself will be 10'x20'. As this pier extends
into the channel, reflectors will be installed for the safety of night time boat traffic.

FEB 12 2009
DCM WILMINGTON, NC
C9_0 x,28
1111CMI M!-1
APHICATION for

Miler8mlopmeffiFermft
(last revised 12/27106)
North Carolina DIVISION OF COASTAL MANAGEMENT
9. Primary Applicant/ Landowner Information
Business Name
North Carolina Wildlife Resources Commission Project Name (if applicable)
Sunset Harbor 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 fisted.
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 fif different from above) City State ZIP
Email
2. AgentlCon tractor Information u I ? :j i s
17
?? 4 ` ?

Business Name A aR 2009
North Carolina Wildlife Resources Commission
Agent/ Contractor 1: First Name MI Last Name CENR - WATER QUALITY
P.IDS AND STt}R4hNtATEt2 SRP:tG
?a?T!
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 - 0155 ext. - - ext.
FAX No. Contractor #
919 707 0162
Street Address (if different from above) City State ZIP
Email
[e-mail]
DCM WILMINGTON, NC
<Form continues on back>
MAR 3 0 2005
252.303-2308 .. 1-8138-4RC©AST :. www.iiecoastaimanagement.net
Form DCM MP-1 (Page 2 of 4)
APPLICATION for
Major Development Permit
3. Project Location
County (can be multiple) Street Address State Rd. #
Brunswick 356 SE Riverview Drive n/a
Subdivision Name City State Zip
n/a Bolivia NC 28422-
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
Lumber Lockwoods Folly Inlet & Intracoastal Waterway
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 OUnknown Lockwoods Folly Inlet & Intracoastal Waterway
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.
Brunswick County
4. Site Description
a. Total length of shoreline on the tract (ft.) b. Size of entire tract (sq.ft.)
203 ft. property = 51,831 sf total project area = 86,000 sf
c. Size of individual lot(s) d. Approximate elevation of tract above NHW (normal high water) or
n/a, ,
N W L (normal water level)
(if many lot sizes, please attach additional page with a list) I'll [3NHWorSNWL
e. Vegetation on tract
The only vegitation on the site include a few trees and an open/grassed area. There are no wetlands located on the site.
f. Man-made features and uses now on tract
The site currently serves as a boating access area and is in need of a major renovation. There are two launch ramps and
two fixed docks for use by boaters. Part of the property is covered in gravel and used for parking and manuevering area for
the ramp. The grassed/open property just purchased has also been used for boat ramp parking.
g. Identify and describe the existing land uses adjacent to the proposed project site.
Adjacent land uses include a fishing club and residential and/or vacation homes.
h. How does local government zone the tract? i. Is the proposed project consistent with the applicable zoning?
R-6000 (medium density residential) (Attach zoning compliance certificate, if applicable)
0Yes ?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?
RECEIVED
<Form continues on next page> DCM WILMINGTON, NC
MAR 3 a 2009
252-803.2808 .. 1 •888.4RCOA3 T .. www.necoastalrnanagement.net
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 or vegitative buffers.

5. Activities and Impacts
a. Will the project be for commercial, public, or private use? []Commercial ®PublictGovernment
[]Private/Community
b. Give a brief description of purpose, use, and daily operations of the project when complete.
This project is a major renovation of the existing boating access area. The ramps and docks wilt be replaced, the parking
and manuevering areas will be paved and a public fishing pier will be constructed. The site 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 an excavator, backhoe, bull dozer and a barge. All equipment will be stored on the the
project property.
d. List ail development activities you propose.
The existing ramps, docks and gravel parking areas are to be removed. Two new ramps, two fixed docks, one floating dock
and a fixed fishing pier will be installed. The parking and manuevering areas are to be paved. The channel from the ramp to
the ICW will be dredged (bucket to barge dredging) to provide adequate depth for boat traffic. The amount of landscaping
will be significantly increased through the planting of native species vegetation.
e. Are the proposed activities maintenance of an existing project, new work, or both? Both major renovation of existing site
and new work
f. What is the approximate total disturbed land area resulting from the proposed project? 69,700 ®Sq.Ft or []Acres
g. Will the proposed project encroach on any public easement, public accessway or other area SYes ?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 over impervious surfaces and into the water. The proposed project will improve the situation by
directing stormwater through vegitative buffers. In addition, the project will utilize permeable pavement to provide some
infiltration of stormwater instead of discharging it into the waters of the state.
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.
DCM WILMINGTON, NC
<Form continues on back>
MAR 3 0 2009
252-808-2808 .: 1-833-4RCOAST :. www.nccoastalriianagenieiit.net
Form DCM MP-1 (Page 4 of 4)
APPLICATION for
Major Development Permit
6. Additional Information
in addition to this completed application form, (MP-1) the following items below, if applicable, must be submitted in order for the application
package to be complete. Items (a) - Mare always applicable to any major development application. Please consult the application
instruction booklet on how to property prepare the required items below.
a. A project narrative.
b. An accurate, dated work plat (including plan view and cross-sectional drawings) drawn to scale. Please give the present status of the
proposed project. Is any portion already complete? If previously authorized work, clearly indicate on maps, plats, drawings to distinguish
between work completed and proposed.
c. A site or location map that is sufficiently detailed to guide agency personnel unfamiliar with the area to the site.
d. A copy of the deed (with state application only) or other instrument under which the applicant claims title to the affected properties.
e. The appropriate application fee. Check or money order made payable to DENR.
I. A list of the names and complete addresses of the adjacent waterfront (riparian) landowners and signed return receipts as proof that such
owners have received a copy of the application and plats by certified mail. Such landowners must be advised that they have 30 days in
which to submit comments on the proposed project to the Division of Coastal Management.
Name Dennis Blalock Phone No.
Address 366 Riverview Drive SE Bolivia, NC 28422
Name David Lee Phone No.
Address 400 Cheryl Avenue Los Alamos, NM 87544
Name Roy Boling Phone No.
Address 561 Lockwood Folly Drive SE Bolivia, NC 28422
g. A list of previous state or federal permits issued for work on the project tract. Include permit numbers, permittee, and issuing dates.
CAMA Major -Permit # 75-85, issued May 22, 1985 Minor Modification/Renewal - Permit # 75-85, issued 4/29/1989
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 J/f v hd "q Print Name MARK WAM LEI-C
Signature
Please indicate application attachments pertaining to your proposed project.
®DCM MP-2 Excavation and Fill Information pDCM MP-5 Bridges and Culverts
®DCM MP-3 Upland Development
®DCM MP-4 Structures Information ?-S?L'???/ ??
aCM WILMINGTON, NC
MAR 3.0 2009
252.808.2808 :. 1-888-4RCOAST :: www.necoastalmanagement.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 or Canal Boat Basin Boat Ramp Rock Groin Rock
Breakwater (excluding
shoreline
NWL stabilization
Length 225 125
Width 30 30
Avg. Existing -4 -1 NA NA
Depth
Final Project -5 -5 NA NA
Depth
1. EXCAVATION []This section not applicable
a. Amount of material to be excavated from below NHW or NWL in b. Type of material to be excavated.
cubic yards. fine sand, granular sand
540 CY (for ramp construction and dredging)
c. (i) Does the area to be excavated include coastal wetlands/marsh
(CW), submerged aquatic vegetation (SAV), shell bottom (SB),
or other wetlands (WL)? If any boxes are checked, provide the
number of square feet affected.
?CW ?SAV ?SB
?WL ®None
(ii) Describe the purpose of the excavation in these areas:
d. High-ground excavation in cubic yards.
1,200 CY (ramp, sub-grade excavation) - some material to
be used on site, remainder to be taken to spoil area
2. DISPOSAL OF EXCAVATED MATERIAL
a. Location of disposal area.
Brunswick County Landfill
c. (i) Do you claim title to disposal area?
?Yes ONo ?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:
0This section not applicable
b. Dimensions of disposal area.
unknown
d. (i) Will a disposal area be available for future maintenance?
®Yes ?No ?NA
(ii) If yes, where?
Brunswick County Landfill
f. (i) Does the disposal include any area in the water?
?Yes ®No ?NA
(ii) If yes, how much water area is affected?
Ra "F 4
FEB 1 2 2009
DCM WiLM N*`__'J1 0 . NIC
252-808-2808 :: 1-888-4RCOAST :: www.nccoastaimanagement.net revised: 12/26/06
Form 0CM MP-2 (Excavation and Fill, Page 2 of 2)
3. SHORELINE STABILIZATION []This section not applicable
(If development is a wood groin, use MP-4 - Structures)
a. Type of shoreline stabilization:
®Bulkhead ?Riprap []Breakwater/Sill []Other:
c. Average distance waterward of NHW or NWL:
e. Type of stabilization material:
Vinyl sheet pile bulkhead adjacent to ramps.
g. Number of square feet of fill to be placed below water level.
Bulkhead backfill Riprap
Breakwater/Sill Other
i. Source of fill material.
n/a
b. Length:
Width:
d. Maximum distance waterward of NHW or NWL:
f. (i) Has there been shoreline erosion during preceding 12
months?
[]Yes ONo []NA
(ii) If yes, state amount of erosion and source of erosion amount
information.
n/a
h. Type of fill material.
n/a
4. OTHER FILL ACTIVITIES []This section not applicable
(Excluding Shoreline Stabilization)
a. 0) Will fill material be brouoht 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 60 cv
(iii) Dimensions of fill area approx 30'x36' (irregular)
(iv) Purpose of fill
Construction of Ramps
Class A Rip Rap - 40 cy
Washed Stone - 20 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
?WL ®None
(ii) Describe the purpose of the fill in these areas:
n/a
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 spoil area with a double row of silt fence will be used bucket to barge dredge, trackhoe, backhoe, dump trucks
c. (i) Will navigational aids be required as a result of the project? d. (i) Will wetlands be crossed in transporting equipment to project
®Yes ?No ?NA site? ?Yes ®No ?NA
(ii) If yes, explain what type and how they will be implemented. (ii) If yes, explain steps that will be taken to avoid or minimize
reflectors are to be installed at the end of the fishing pier for the environmental impacts.
safety of night time boat traffic n/a
February 9, 2009 Mark Hamlett, PE
Date Appli nt Name ?v
;Q ?
Sunset Harbor Boating Access Area Applicant Signature
Project Name FEB 12 2009
C?vj >'a hid t k>?> k 't Y'I NC
252-808-2808 :: 1-888-4RCOAST :: www.nccoastaimananement.net revised: 12/26/06
Form DCM MP-3
UPLAND DEVELOPMENT
(Construction and/or land disturbing activities)
Attach this form to Joint Application for CAMA Major Permit, Form DCM MP-1. Be sure to complete all other sections of the Joint
Application that relate to this proposed project. Please include all supplemental information.
GENERAL UPLAND DEVELOPMENT
a. Type and number of buildings, facilities, units or structures b. Number of lots or parcels.
proposed. 7 parcels
2 launch ramp, 4 fixed docks, 1 floating dock, 1 fishing pier
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
d. Size of area to be graded, filled, or disturbed including roads,
ditches, etc.
69,700 sf (total disturbed area)
f. List the materials (such as marl, paver stone, asphalt, or concrete)
to be used for impervious surfaces.
asphalt, concrete, permeable pavement
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.
Property: 31% Project Area: 38%
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.
Property: 49% Project Area: 45%
j. Describe proposed method of sewage disposal.
this project does not involve any sewage disposal
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).
Surface runoff will be directed through vegetative buffers
and flow into waters of the state. Some of the
stormwater will be infiltrated by the permeable
pavement.
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: 2/10/2009
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.

FEB 12 2009
252-808-28082 :: 1-888-4RCOAST :: www.nccoastalmanagement.net revised: 12126106
Form DCM MP-3 (Upland Development, Page 2 of 2)
m. Describe proposed drinking water supply source (e.g., well, n. (i) Will water be impounded? ?Yes ®No ?NA
community, public system, etc.)
(ii) If yes, how many acres.
this project will not supply drinking water
o. When was the lot(s) platted and recorded?
existing ramp parcel - September 20, 1983
ramaingin six parcels - July 30, 2008
February 9, 2009
Date
Sunset Harbor Boating Access Area
Project Name
Mark Hamlett, PE
Applicant Name
Applicant Signature
p. If proposed development is a subdivision, will additional utilities be
installed for this upland development?
?Yes ?No ®NA
FEB 2 2009

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.
1. DOCKING FACILITY/MARINA CHARACTERISTICS []This section not applicable
a. (i) Is the docking facility/marina: b. (i) Will the facility be open to the general public?
[]Commercial ®Public/Government []Private/Community ®Yes ?No
c. (i) Dock(s) and/or pier(s) d. (i) Are Finger Piers included? ?Yes ONo
(ii) Number 4 fixed. 1 floating If yes:
(iii) Length 118'/138'/52.5V88.8' (fixed). 80' (floating) - (ii) Number
see supplimental information for breakdown (iii) Length
(iv) Width 6' (fixed). 8' (floating) (iv) Width
(v) Floating ®Yes ?No (v) Floating ?Yes ?No
e. (i) Are Platforms included? ®Yes ?No f. (i) Are Boatlifts included? ?Yes ONo
If yes: If yes:
(ii) Number 1 (fishing Pier) (ii) Number
(iii) Length 20' (iii) Length
(iv) Width 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.
none temporary tie ug for loading/unloading boats only ? Full service, including travel lift and/or rail, repair or
maintenance service
(ii) Number of slips existing
El Dockage, fuel, and marine supplies
none
? Dockage ("wet slips') only, number of slips:
? 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:
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?
(i) Will the facility be open to the general public?
®Yes ?No
i
FEB 2 2009
RCN) W is \i ,t - Tn
252-808-2808 :: 1-888-4RCOAST :: www.nccoastaimanagement.net revised: 12/27/06
Form DCM MP-4 (Structures, Page 2 of 4)
2. DOCKING FACILITY/MARINA OPERATIONS [D 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?
1. If this project is an expansion of an existing marina, what types of services are currently provided? Olt S"
RE, CE, V Emu
m. Is the marina/docking facility proposed within a primary or secondary nursery area?
?Yes ?No
FEB 12 2009

252-808-2808 :: 1-888-4RCOAST :: www.nccoastalmananement.net revised: 12127106
Form 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. BOATHOUSE, (including covered lifts) ®This section not applicable `
a. (i) Is the boathouse structure(s):
[]Commercial ?Public/Government []Private/Community
(ii) Number
(iii) Length
(iv) Width
Note: Roofed areas are calculated from dripline dimensions.
4. GROIN (e.g., wood, sheetpile, etc. If a r ock groin, use MP-2, Excavation and Fill.) ®This section not applicable
a. (i) Number
(ii) Length
(iii) Width
5. BREAKWATER (e.g., wood, sheetpile, etc.) ?This section not applicable
a. Length 59.1' (breakwater parrallel to ramps) b. Average distance from NHW, NWL, or wetlands
29.55' from NHW
c. Maximum distance beyond NHW, NWL or wetlands
32.5' beyond NHw
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
b. Number
d. Description of buoy (color, inscription, size, anchor, etc.)
e. Arc of the swing
7. GENERAL FEB 12 2009
DCfVJ WiL INGT O . C
252-808-2808 :: 1-888-4RCOAST :: www nccoastalmanagement-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.
17' fishing pier - 350' fixed dock at ramp - 50'
Note:. For buoy or mooring piling, use arc of swing including length
of vessel.
c. Width of water body
channel at ramp - 190' channel at fishing pier - 790'
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.
d. Water depth at waterward end of structure at NLW or NWL
5'
8. OTHER ®This section not applicable
a. Give complete description:
February 9, 2009
Date
Sunset Harbor Boating Access Area
Project Name
Mark Hamlett, PE
AppM? Name Tlov7h.?V"`
Applicant Signature
P ? I E
FEB '12009
?¢`j 3 Ali s ' ,., f! C
252-808-2808 :: 1-888-4RCOAST :: www.nccoastaimananement.net revised: 12/27/06
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