20081321 Ver 1_CAMA Permit Application_20080828

NCDENR
North Carolina Department of Environment and Natural Resources
Division of Coastal Management
Michael F. Easley, Governor James H. Gregson, Director William G. Ross Jr., Secretary
C. 0. ?? °?
Date August 27, 2008 X p 0$- t 3 a. 1
MEMORANDUM: AUG 2 8 2008
DENH - WAi ER QUAPY
TO: Cyndi Karoly w ILANDS AND STOR NArER BRMCH
Division of Water Quality-Surface Water Protection
FROM: Jason Dail, Express Permits Coordinator
127 Cardinal Drive Ext.
Wilmington, NC 28405
SUBJECT: CAMA & Dredge and Fill Permit Application Review
Applicant: Piney Green Construction Company, Inc.
Project Location: The project is located at the intersection of Broadleaf Drive and Jasmine Lane,
adjacent to Great Northeast Creek, in Jacksonville, Onslow County.
Proposed Project: The applicant proposes to construct an access pier, four-slip docking facility, boat
ramp, boat ramp turn around and canoe/kayak launching facility.
Please indicate below your agency's position or viewpoint on the proposed project and return this form
by September 19, 2008. If you have any questions regarding the proposed project, please contact
Jason Dail 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
127 Cardinal Drive Ext., Wilmington, North Carolina 28405-3845
Phone: [phone] FAX: [phone] Internet: www.nccoastaimanagement.net
An Equal Opportunity 1 Affirmative Action Employer -50% Recycled 110% Post Consumer Paper
CCM W4
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APPLICATION for
Major Development Permit
(Mast revised 12127106) North Carolina DIVISION OF COASTAL MANAGEMENT
1. Primary Applicant/ Landowner Information
Business Name Project Name (if applicable)
Piney Green Construction Company, Inc. Creekside at Aragona Village
Applicant 1: First Name MI Last Name
Martin A. Aragona, Sr.
Applicant 2: First Name MI Last Name
n/a
If additional applicants, please attach an additional page(s) with names listed.
Mailing Address PO Box City State
5052 Jacksonville NC
ZIP Country
Phone No.
FAX No.
28540 usa 910 - 938 - 9031 ext. 910 - 938 - 3991

Street Address (if different from above)
City ate
St ZIP
n/a _
Email
[e-mail]
2. Agent/Contractor Information
Business Name
Coastal Planning Services, Inc.
Agent/ Contractor 1: First Name MI Last Name
Kathy B. Vinson
Agent/ Contractor 2: First Name MI Last Name
n/a
Mailing Address PO Box City State
827 Morehead City NC
ZIP Phone No. 1 Phone No. 2
28557 252 -240-9297 - ext. 252 - 354-4916 - ext.
FAX No. Contractor #
252 247 5875 n/a
Street Address (if different from above) City State ZIP
n/a
Email
[e-mail]
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<„ 1 Is HOR

Form DCM MP-1 (Page 2 of 5) APPLICATION for
•' t ,, ,• - Major Development Permit
3. Project Location
County (can be multiple) Street Address State Rd. #
Onslow Broadleaf Drive/Jasmine Lane n/a
Subdivision Name City State Zip
Creekside at Aragona Village Jacksonville NC 28541-
Phone No. Lot No. (s) (if many, attach additional page with list)
910 - 938 - 9031 ext. 172, 173, 174, 175,
a. In which NC river basin is the project located? b. Name of body of water nearest to proposed project
New Great Northeast 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 New 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.
City of Jacksonville
4. Site Description
a. Total length of shoreline on the tract (ft.) b. Size of entire tract (sq.ft.)
Creekside at Aragona Village subdivision contains The entire tract consists of 1,620,868 square feet. Lots
approximately 2500 feet of shoreline along Great Northeast 172, 173, 174, and 175 consist of 139,949.44 square feet.
Creek. The shoreline along lots 172, 173, 174, and 175 to
be served by the four-slip pier measures 540 feet.
c. Size of individual lot(s) d. Approximate elevation of tract above NHW (normal high water) or
Lot 172 = 21,751.54 sf , Lot 173 = 23980.00 sf, Lot 174 = NWL (normal water level)
46,186.68 sf, Lot 175 = 48,031.22 sf. Pier site = 4', Amenity site = 2.5' ®NHW or ?NWL
(If many lot sizes, please attach additional page with a list)
e. Vegetation on tract
Trees and grassy vegetation
f. Man-made features and uses now on tract
None
g. Identify and describe the existing land uses adjacent to the proposed project site.
Residential uses are adjacent the project site.
h. How does local government zone the tract? i. Is the proposed project consistent with the applicable zoning?
R-7 (Attach zoning compliance certificate, if applicable)
®Yes ?No ?NA
j. Is the proposed activity part of an urban waterfront redevelopment proposal? ?Yes ®No
k. Hasa professional archaeological assessment been done for the tract? If yes, attach a copy. ?Yes ®No ?NA
If yes, by whom? n/a
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?
<Form continues on next page>
Form DCM MP-1 (Page 3 of 5)
APPLICATION for
Major Development Permit
m. (i) Are there wetlands on the site? NYes ?No
(ii) Are there coastal wetlands on the site? ?Yes NNo
(iii) If yes to either (i) or (ii) above, has a delineation been conducted? NYes ?No
(Attach documentation, if available)
n. Describe existing wastewater treatment facilities.
Community sewer provided by Carolina Water Service.
o. Describe existing drinking water supply source.
Community water provided by ONWASA.
p. Describe existing storm water management or treatment systems.
Low density subdivision with a curb outlet system.
5. Activities and Impacts
a. Will the project be for commercial, public, or private use? []Commercial ?Public/Government
NPrivate/Community
b. Give a brief description of purpose, use, and daily operations of the project when complete.
The pier will allow for regular water access for lots 172, 173, 174, and 175. The boat ramp and kayak launch will provide
water access for all property owners and residents of the Creekside at Aragona Village subdivision.
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.
Walkway pilings will be installed by portable pile-driving equipment. Platform, finger piers, and tie pilings will be installed by
barge with pile-driving capability. The concrete ramp will be formed and cured on highground and then pushed into place.
The boatramp tum-around/maneuver area will be constructed with a front-end loader, grader, and paving equipment.
d. List all development activities you propose.
Construction of a four-slip pier, boat ramp with turn-around/maneuver area, and kayak/canoe launch.
e. Are the proposed activities maintenance of an existing project, new work, or both? new
f. What is the approximate total disturbed land area resulting from the proposed project? 6500 NSq.Ft or []Acres
g. Will the proposed project encroach on any public easement, public accessway or other area ?Yes NNo ?NA
that the public has established use of?
h. Describe location and type of existing and proposed discharges to waters of the state.
Sheet flow run-off into Great Northeast Creek.
i. Will wastewater or stormwater be discharged into a wetland? ?Yes NNo ?NA
If yes, will this discharged water be of the same salinity as the receiving water? ?Yes ?No NNA
j. Is there any mitigation proposed? ?Yes NNo ?NA
If yes, attach a mitigation proposal.
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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.
Form DCM MP-1 (Page 4 of 5)
APPLICATION for
Major Development Permit
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 aNthorized 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 Cheryl Walker Jackson
Phone No.
Address 228 Palmer Drive, Lexington, SC 29072
Name Howard & Sons Rentals
Phone No.
Address 100 Preston Drive, Jacksonville, NC 28540
Name
Phone No.
Address
g. A list of previous state or federal permits issued for work on the project tract. Include permit numbers, permittee, and issuing dates.
Stormwater Permit No. SW8070815 issued to Martin A. Aragona, Sr., President, Piney Green Construction Co. Inc. on August 27, 2007.
Erosion and Sedimentation Control Plan Onslw-2008-012 approval issued to Piney Green Construction Co., Inc., Martin A. Aragona, Sr.,
President on July 27, 2007.
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 -August 22, 2008,
Signature
Print Name -Kathy B. Vinson
Form DCM MP-1 (Page 5 of 5)
Please indicate application attachments pertaining to your proposed project.
®DCM MP-2 Excavation and Fill Information ?DCM MP-5 Bridges and Culverts
APPLICATION for
Major Development Permit
®DCM MP-3 Upland Development
®DCM MP-4 Structures Information
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 (excluding
Breakwater shoreline
NWL stabilization

Length n/a n/a n/a 32' n/a n/a n/a
Width n/a n/a n/a 14' n/a n/a n/a
Avg. Existing

Depth n/a n/a n/a -3.0 NLW NA NA n/a
Final Project

Depth n/a n/a n/a -3.0 NLW NA NA n/a
1. EXCAVATION
a. Amount of material to be excavated from below NHW or NWL in
cubic yards.
14 cubic yards
c. (i) Does the area to be excavated include coastal wetlands/marsh
(CW), submerged aquatic vegetation (SAV), shell bottom (SB),
or other wetlands (WL)? If any boxes are checked, provide the
number of square feet affected.
C]CW ?SAV []SB
OWL 32 []None
(ii) Describe the purpose of the excavation in these areas:
To excavate boat ramp.
2. DISPOSAL OF EXCAVATED MATERIAL
a. Location of disposal area.
If suitable, spoils will be placed in turn-around/maneuver
area associated with boatramp for fill and grading. If not
suitable, spoils will be trucked off-site and placed in a pre-
approved disposal area.
[]This section not applicable
b. Type of material to be excavated.
Mud and silt
d. High-ground excavation in cubic yards.
n/a
?This section not applicable
Dimensions of disposal area.
Not known at this time if off-site. If placed on-site for fill for
turn-around/maneuver area, disposal site will measure 19'
x 20' 1'.
c. (i) Do you claim title to disposal area?
®Yes ?No ONA
(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
OWL ONone
(ii) Describe the purpose of disposal in these areas:
n/a
d. (i) Will a disposal area be available for future maintenance?
[]Yes ?No ONA
(ii) If yes, where?
n/a
f. (i) Does the disposal include any area in the water?
?Yes ®No []NA
(ii) If yes, how much water area is affected?
n/a
3. SHORELINE STABILIZATION ®This section not applicable
(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:
g. Number of square feet of fill to be placed below water level.
Bulkhead backfill Riprap
Breakwater/Sill Other
i. Source of fill 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.
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
(iii) Dimensions of fill area
(iv) Purpose of fill
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:
15. 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)?
If placed on-site, excavated material will be controlled with sift A trackhoe will be used for excavation. Spoils will be hauled off-
fences. site to a pre-approved disposal site, or placed in the turn-
around/maneuver area by bulldozer.
c. (i) Will navigational aids be required as a result of the project?
?Yes ONo ?NA
(ii) If yes, explain what type and how they will be implemented.
n/a
d. (i) Will wetlands be crossed in transporting equipment to project
site? ?Yes ONo ?NA
(ii) If yes, explain steps that will be taken to avoid or minimize
environmental impacts.
n/a
August 22, 2008
Date
Creekside at Aragona Village Community Boatramp & Kayak
Launch/4-slip pier to serve lots 172, 173, 174, and 175
Project Name
Piney Green Construction Company, Inc., Martin Aragona, Sr.
VJ'c t Name
t Si ture (JJ/
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
proposed.
One paved boat & vehicle maneuver/tum-around area
associated with subdivision boat ramp.
c. Density (give the number of residential units and the units per
acre).
51 single-family residential units / 1.37 units per acre (37.21
acres)
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: Plan approved on July 27,
2007.
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.
2.7%.
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.
2.1%
j. Describe proposed method of sewage disposal.
Community sewer provided by Carolina Water Service.
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 into Great Northeast Creek.
Number of lots or parcels.
51
d. Size of area to be graded, filled, or disturbed including roads,
ditches, etc.
17 acres
f. List the materials (such as marl, paver stone, asphalt, or concrete)
to be used for impervious surfaces.
Asphalt, concrete.
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: _Stormwater permit issued
on August 27, 2007.
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 ONo ?NA
If yes, attach appropriate documentation.
m. Describe proposed drinking water supply source (e.g., well,
commufky, public system, etc.)
Community water provided by ONWASA.
o. When was the lot(s) platted and recorded?
Subdivision has received preliminary approval from the City
of Jacksonville. The lots have not been recorded.
August 22, 2008
Date
Creekside at Aragona Village Community Boatramp & Kayak
Launch / 4-slip pier to serve lots 172, 173, 174, and 175.
Project Name
Piney Green Construction Company, Inc., Martin Aragona, Sr.
President
Applicant Name
nature
Applicant U1
n. (i) Will water be impounded? ?Yes ®No ?NA
(ii) If yes, how many acres? n/a
p. If proposed development is a subdivision, will additional utilities be
installed for this upland development?
®Yes ?No ?NA
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 ?No
(ii) Number 2 lone 4-slip dock and another dock If yes:
associated w/kayak launch)
(ii) Number 2
(iii) Length 320' from edge of street/48' (iii) Length 18'
(iv) Width 674' (iv) Width 3-
(v) Floating ?Yes ®No
(v) Floating ?Yes ®No
e. (i) Are Platforms included? ®Yes ?No f. (i) Are Boatlifts included? ?Yes ®No
If yes: If yes:
(ii) Number 2_(one fixed platform at 4-slip dock and one (ii) Number n/a
floating platform for kayak launch) (iii) Length n/a
(iii) Length 67125 (iv) Width n/a
(iv) Width 5375'
(v) Floating ®Yes ENo
Note: Roofed areas are calculated from dripline dimensions.
g. (i) Number of slips proposed h. Check all the types of services to be provided.
4 ? Full service, including travel lift and/or rail, repair or
(ii) Number of slips existing maintenance service
0 ? Dockage, fuel, and marine supplies
® Dockage ("wet slips") only, number of slips: 4
? Dry storage; number of boats:
? Boat ramp(s); number of boat ramps:
? 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).
open runabout
k. Typical boat length: 16' to 20'
m. (i) Will the facility have tie pilings?
®Yes ?No
(ii) If yes number of tie pilings?
4
1. (i) Will the facility be open to the general public?
?Yes ®No
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.
none
c. Describe the disposal of solid waste, fish offal and trash.
trash receptacles located on high ground
d. How will overboard discharge of sewage from boats be controlled?
none
e. (i) Give the location and number of "No Sewage Discharge" signs proposed.
none
(ii) Give the location and number of "pumpout Available" signs proposed.
none
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. 0
i. Give the location of fuel-handling facilities, and describe the safety measures planned to protect area water quality.
none
j. What will be the marina policy on overnight and live-aboard dockage?
none
k. Describe design measures that promote boat basin flushing?
n/a
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
n. Is the marina/docking facility proposed within or adjacent to any shellfish harvesting area?
?Yes ®No
o. Is the marina/docking facility proposed within or adjacent to coastal wetlands/marsh (CW), submerged aquatic vegetation (SAV), shell bottom
(SB), or other wetlands (WL)? If any boxes are checked, provide the number of square feet affected.
?CW ?SAV ?SB
OWL 1542 square feet shaded by pier, 32 square feet impacted by boatramp none impacted by kayak launch ?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.
n/a
3. BOATHOUSE (including covered lifts) ED This section not applicable
a. (i) Is the boathouse structure(s):
[]Commercial []Public/Government []Private/Community
(io Number
(iii) Length
(iv) Width
Note: Roofed areas are calculated from dripline dimensions.
4. GROIN (e.g., wood, sheetpile, etc. If a rock groin, use MP-2, Excavation and Fill.) ®This section not applicable
a. (i) Number
(ii) Length
(iii) Width
5. BREAKWATER (e.g., wood, sheetpile, etc.) ®This section not applicable
a• Length 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): b. Number
[]Commercial []Public/Government []Private/Community
c. Distance to be placed beyond shoreline d. Description of buoy (color, inscription, size, anchor, etc.)
Note: This should be measured from marsh edge, if present.
e. Arc of the swing
7. GENERAL
a. Proximity of structure(s) to adjacent riparian property lines
For entire parcel - 4-slip pier: 1100' to north, 1400' to
southeast; amenities: 1460 to northwest, 1000' to
southeast.
For combined riparian corridor for lots 172, 173, 174, and
175 - 4-slip pier: 420' to north, 130' to southeast.
For riparian corridor for amenity site - boatramp and kayak
launch: 52' to north, 36' to south.
Note: For buoy or mooring piling, use arc of swing including length
of vessel.
c. Width of water body
90' at 4-slip dock/11 Vat amenitv site (boatramp & kavak
launch
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.
b. Proximity of structure(s) to adjacent docking facilities.
> 800' (per Onslow County GIS aerial photo)
d. Water depth at waterward end of structure at NLW or NWL
4-slip pier: - 6.0 NLW: Boatramp: - 3.00 NLW: Kayak
launch: - 6.00 NLW
n/a
18. OTHER 0This section not applicable
a. Give complete description:
August 22, 2008
Hate
Creekside at Aragona Village Community Boatramp & Kayak
Launch/4-slip pier to serve lots 172, 173, 174, and 175
Project Name
Piney Green Construction Company, Inc., Martin Aragona, Sr.
President
plicant Name
p
plicant bgna r
Piney Green Construction Company, Inc.
Creekside at Aragona Village
Community Ramp and Kayak Launch and
Four-slip Pier (Lots 172, 173, 174, and 175)
Onslow County
Express CAMA Narrative
August 22, 2008
Piney Green Construction Company, Inc. proposes to construct a four-slip pier, boatramp
with turn-around/maneuver area, and canoe/kayak launch at Creekside of Aragona
Village subdivision. The four-slip pier will serve lots 172, 173, 174, and 175, with an
individual slip being deeded to each lot. The boatramp and kayak/canoe launch will serve
as amenities for all owners and residents of the subdivision.
The 51-lot low-density stormwater subdivision is located on 37.21 acres adjacent Great
Northeast Creek in Onslow County. The subdivision is accessed from Piney Green Road
near White Oak High School through Aragona Village and is located in the
extraterritorial jurisdiction (ETJ) of the City of Jacksonville. State stormwater and
erosion and sedimentation control plans have been approved and Jacksonville has granted
preliminary approval for the subdivision. Outside of the CAMA AEC, work has begun on
grading and filling of the site, road construction, and installation of utilities and other
project infrastructure.
Great Northeast Creek is classified as Inland Waters and is not designated as a primary
nursery area by the NC Wildlife Resources Commission. The waterfront area at both the
four-slip pier and amenity site is bordered by jurisdictional wetlands. No coastal wetlands
were observed during a field visit with a representative of the NC Division of Coastal
Management.
The 6' x 320' wood pier is to be located along the joint boundary line between lots 173
and 174 on Broadleaf Drive. The elevated wood pier may terminate when clear of the
wetland area, with optional concrete walkway, earthen path, or other alternatives being
utilized by the owner/developer beyond the wetland area. A 6' x 53' fixed platform, two
3' x 18' finger piers, and four tie pilings will create four wet slips to be deeded to
individual owners of lots 172, 173, 174, and 175.
Within 60 days of construction of the dock, the owners of the subdivision will designate
each of the slips to an individual lot and designate the entire shoreline along lots 172,
173, 174, and 175 towards the 4-slip docking facility. Appropriate legal documents will
be recorded to deed each slip to a specific lot and eliminate the rights of the property
owners of these lots to construct additional piers within their areas of riparian access. In
addition to the deed restrictions, language will also be incorporated into the restrictive
covenants for the subdivision prohibiting additional piers within the areas of riparian
access for lots 172, 173, 174, and 175. (Please see attached letter from Martin Aragona,
Sr., President of Piney Green Construction Company, Inc.)
A subdivision amenity site will be provided at the end of Jasmine Lane between lots 168
and 169. A boatramp with paved turn-around/maneuver area and canoe/kayak launch are
proposed for the amenity site.
The 32' x 14' steel reinforced concrete ramp will accommodate a toe depth of -3.0'
NLW. The top of the ramp will be located more than one foot above NHW. The ramp
sections will be prefabricated (formed, poured, and cured) on high ground prior to final
placement below NHW. The paved boat and vehicle maneuver/turn-around area
associated with the ramp will connect to an existing subdivision road (Jasmine Lane).
The paved turn-around/maneuver area will be located outside the coastal shoreline AEC,
as shown on project plans. No parking will be allowed at the amenity site.
The canoe/kayak launch will consist of a 4' x 48' wooden dock. The dock will be
elevated a minimum of 3' above the wetland substrate measured to the bottom of the
decking. At a point waterward of any wetlands, the dock will "step down" to facilitate
access to a floating 5' x 14' manufactured canoe/kayak launch.
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