20090453 Ver 1_CAMA Application_20090421

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North Carolina Department of Environment and Natural ResoureDivision of Coastal Management
Beverly Eaves Perdue James H. Gregson Freeman
Governor Director ecretary
April 20, 2009 y p C) Q- O J-S 3
MEMORANDUM-
TO : Cyndi Karoly
Supervisor
401 Oversight and Express Permits Unit
Division of Water Quality-Surface Water Protection
FROM: Jason Dail
Express Permits Coordinator; Wilmington Regional Office 04-16-33
SUBJECT: Express CAMA Major Permit Application
Applicant: FMB of Atlantic Beach, LLC
Project Location: Atlantic Beach Circle, 115-127 Atlantic Blvd, adjacent to the Atlantic Ocean,
In Atlantic Beach, Carteret County
Proposed Project: to construct several mixed use buildings, commercial & residential units,
amenities, outdoor pavilion, parking area, WWTP, and other associated utilities.
Please indicate below your agency's position or viewpoint on the proposed project and return
this form by May 11, 2009. 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
127 Cardinal Drive Ext., Wilmington, NC 28405
Phone: [phone] FAX: [phone] Internet: WWWrnccoastaimanagement.net
DATE
An Equal Opportunity 1 Affirmative Action Employer
NorthCarohna
Aatmni4
DIVISION OF COASTAL MANAGEMENT
FIELD INVESTIGATION REPORT
1. APPLICANT'S NAME: FMB of Atlantic Beach, LLC
2. LOCATION OF PROJECT SITE: "Atlantic Beach Circle" or 115 through 127 Atlantic Boulevard, corner
of Bogue Boulevard West and West Drive, and the corner of Bogue Boulevard East and Beaufort Drive,
adjacent to the Atlantic Ocean, in Atlantic Beach, Carteret County.
Photo Index - 2006: 40-8086 2000: 40-512
State Plane Coordinates - X:107512 Y:816682 Rover File - V-102312A
Long: 76°44'22.064" Lat:34°41'52.546"
3. INVESTIGATION TYPE: CAMA
4. INVESTIGATIVE PROCEDURE: Dates of Site Visit - 10/23/08
Was Applicant Present - No
5. PROCESSING PROCEDURE: Application Received - Completed 4/14/09
Office - Wilmington
6. SITE DESCRIPTION:
(A) Local Land Use Plan - Carteret County
Land Classification from LUP - Developed
(B) AEC(s) Involved: OH
(C) Water Dependent: No
(D) Intended Use: Private/Commercial
(E) Wastewater Treatment: Existing - Private Septic
Planned - Independent, off-site WWTP facility
(F) Type of Structures: Existing - Seawall, boardwalk, broken foundation pads, buildings, parking lot
and playground.
Planned - Mixed single-family and commercial, swimming pool, pavilion, amenities, parking area
and waste water treatment plant (WWTP).
(G) Estimated Annual Rate of Erosion: 2.0 feet/year
Source - 1998 LTAASCR 1998
7. HABITAT DESCRIPTION: [AREA]
DREDGED FILLED OTHER
(A) Vegetated Wetlands
(B) Non-Vegetated Wetlands - Open Water
(C) Other - High Ground 87,120 sq. ft.
(disturbed)
(D) Total Area Disturbed: 87,120 sq. ft. (2.0 acres)
(E) Primary Nursery Area: No
(F) Water Classification: SB Open: No
8. PROJECT SUMMARY: The applicant proposes to construct several mixed-use buildings, providing
both commercial and residential-units, amenities, outdoor pavilion, parking area, WWTP and other
associated utilities.
FMB of Atlantic Beach, LLC
Page Two
9. PROJECT DESCRIPTION
Stroud Engineering, P.A., on behalf of FMB of Atlantic Beach, LLC, has requested that the attached application be
processed under the Express Permit Review Program.
The applicant's project ("The Grove Oceanside") is located along Atlantic Boulevard, adjacent to the Atlantic
Ocean, in Atlantic Beach, Carteret County. To find the property from the Morehead City - DCM office, turn right
onto Bridges Avenue and take an immediate left onto Bonner Avenue. Continue along Bonner Avenue until it
intersects Arendell Street. Turn left onto Arendell Street and bear right onto the Atlantic Beach Causeway.
Continue along Atlantic Beach Causeway, crossing NC Hwy. 58 (Fort Macon Road) and you will be on West
Drive. Follow West Drive and take a left onto Atlantic Boulevard. The project site will be located along the
southern side of Atlantic Boulevard, between Crab's Claw restaurant and the Ocean King. Residential and
commercial properties border the site to the north, east and west and the Atlantic Ocean borders the property to the
south.
The area (locally referred to as "The Circle") has historically been the cornerstone of tourism in Atlantic Beach.
The area has undergone major reconstruction within the past several years and the developer has recently proposed
to revive the area by constructing a mixed-use development. The majority of the property has been demolished;
however, there are several man-made features that remain on the tract, including but not limited to: broken and
scattered concrete foundation pads, playground, parking lot, several buildings and pavilion. The alleyways, wooden
boardwalk and existing concrete seawall, which are located south of the development epicenter and span the entire
length of shoreline along the ocean side, are public access ways owned by the Town of Atlantic Beach. The Town
of Atlantic Beach has, however, agreed to re-develop a portion of the alleyways as part of the applicant's proposal.
Despite all the new development, the wooden boardwalk and seawall would remain undisturbed. The site ranges in
elevation from 6' to 8' above Normal High Water (NHW). The site contains very little vegetation, with the
exception of sparse lawn grasses and landscape shrubs. Scattered Sea Oats and American Beach dot the adjoining
properties to the east and west. It should be noted that the area immediately south of the boardwalk is void of
vegetation and there are no coastal or "404 type" wetlands located on the subject property.
The applicant is currently applying for a CAMA Major Permit because the project site is located within the Ocean
Hazard AEC and because cumulative development impacts from this project will disturb more than an acre, thus
requiring a Sedimentation and Erosion Control Plan from the Division of Land Resources, Land Quality Section, as
well as a Wastewater Permit from the Division of Water Quality.
The Atlantic Ocean, which is immediately adjacent to the project site, is classified as SB by the North Carolina
Division of Water Quality. The area is not designated as a Primary Nursery Area (PNA) by the N.C. Division of
Marine Fisheries. The subject property is located within the Ocean Erodible Area of Environmental Concern
(AEC) and High Hazard Flood Area, as indicated by Zone VE (elevation 11) on the FEMA Flood Insurance Rate
Map. The High Hazard Flood Area (VE Zone) associated with the subject property is contiguous to the Atlantic
Ocean.
The long-term average annual erosion rate in the vicinity of the property is 2.0 feet per year. The 100-year storm
recession line for this area of Atlantic Beach is 40 feet, creating a total Oceaa Erodible Area (OEA) of 160 feet. It
has been determined that the existing seawall, which is located adjacent to the subject property, is a "static" line
that was determined prior to implementation of the current Ocean Hazard setback Rules. The "static" line was
approved many years ago as part of the 1986 Brandt Island pump-out project. The "static" line in the vicinity of the
subject site demarked the upland extend of sand deposition along this area of Atlantic Beach.
PROPOSED PROJECT
The proposed commercial and residential development would be located on two parcels that comprise
approximately 1.67 acres (all of which is high ground). Two outlying parcels would also be developed for both the
Wastewater Treatment Plant (WWTP) and off-site parking.
FMB of Atlantic Beach, LLC
Page Three
The applicant proposes to re-develop the properties by constructing six commercial buildings, seven single-family
residences, associated off-site parking, utilities, stormwater collection system, wastewater treatment plant (WWTP),
swimming pool, pavilion and amenities. Development would include grading approximately 2.0 acres for lot
preparation, construction of the parking areas, WWTP, buildings and stormwater system. According to the
application package, the proposal to construct the mixed-use development would result in a density of 7.5
units/acre. Access to the single-family residences and commercial buildings (located on what is labeled as "Lot 1"
on the site plans) would be provided by the construction of an entrance/exit drive along the western side of Atlantic
Boulevard. The entrance drive (constructed using pervious pavers) would provide one entrance/exit point to each
of the residential and commercial units. Pavers would be installed between the residential and commercial
buildings to reduce the amount of impervious coverage at the site. The residential homes and commercial buildings
would vary in size, and range from 20' x 36' (footprint) to 56' x 28' (footprint) with a maximum building height of
49' (above Mean Sea Level). Fill material would be transported to the property and deposited throughout the site in
order to raise the elevation of the property. According to the site plans, the lowest horizontal member of each
unitibuilding would be constructed a minimum of 11.33' above Mean Sea Level (Flood elevation). Each unit
would be elevated and constructed on concrete pilings. A public access walkway would be constructed within a 10'
wide access easement along the western property line. The walkway would provide public access to and from the
boardwalk, from Atlantic Boulevard. The areas between the residences and commercial buildings would be
vegetated, as would the area located between the residences and the existing boardwalk.
A 16' x 180' alley owned and maintained by the Town of Atlantic Beach, would separate the area labeled on the
plans as Lots 1 and 2. Improvements to the alley are being proposed as part of the overall project and although the
applicant does not legally own the property, they have entered an agreement with the Town of Atlantic Beach to
improve the area for public access. As proposed, any and all re-development occurring within the alley would be
confined within the existing footprint, with the exception being a 16' x 43' area located seaward of the 60' small
structure setback. Here, the alley would remain in its current condition in order to comply with the Use Standards
for development within the Ocean Hazard Area(s). Similarly, a 14' x 180' alley (located on the eastern side of Lot
2) would be redeveloped in the same manner. This public alley is also owned and maintained by the Town of
Atlantic Beach.
Redevelopment of Lot 2 would include the construction of four buildings, an open-air pavilion (referred to as "The
Pier"), swimming pool, stormwater infiltration basin and access walkway. Two pentagonal commercial/retail
buildings (labeled as Building "J" and "K") would be constructed along the northern property boundary, adjacent
to Atlantic Boulevard. Both buildings would measure 81' x 75' x 38' x 66' x 27'. Adjacent to, and further south of
Buildings "J" and "K", the applicant proposes to construct two additional Buildings labeled "L" and "M". These
two buildings would provide residential dwellings and measure approximately 40' x 54' x 44' x 37'. A common
area (referred to as "The Pier") would be centrally located on Lot 2. A circular shaped walkway, comprised
predominantly of brick pavers, would surround the inner vegetated area of the pavilion. The walkway would
provide access to both the commercial and residential buildings, as well as the open air pavilion. Just south of the
pavilion, and immediately waterward of the 60' small structure setback, the applicant proposes to construct a 17' x
138' swimming pool. The swimming pool would be encompassed by a 33' x 154' concrete apron that would
provide access (via an 8' x 10' walkway) to the existing boardwalk. Two, 6' x 40' wood decks would be
constructed along the southern edge of the apron for seating and lounging. These decks, as well as the proposed
pool, apron and crossover would be located between the existing seawall (static line) and the 60' small structure
setback.
As proposed, the stormwater infiltration system would be installed within the limits of the pavilion, beneath the
grassed area. This system would collect stormwater from the proposed buildings as well as the off-site parking lot.
According to the application package, this project was approved by the Division of Water Quality under project
number SW8 080928, on 11/17/08. This redevelopment project was approved based on the total reduction of
impervious coverage from 40,120.50 sq. ft. (52.93% existing) to 39,695.71 sq. ft. (52.37% proposed), thus
demonstrating reduction to the maximum extent feasible.
FMB of Atlantic Beach, LLC
Page Four
In addition to curb side parking, the applicant proposes to construct a 75-space parking area, located at the corner
of Bogue Boulevard East and Beaufort Avenue. Currently, the site host two existing buildings and several gravel
parking areas. These features would be removed under the proposed development and a new 120' x 430' asphalt
parking lot would be created. Ingress and egress to and from the parking area would be provided by two drives, one
connecting to Bogue Boulevard East and the other connecting to Beaufort Avenue. A vegetative buffer would line
the southern portion of the property and the existing bulkhead would buffer the property to the north.
To finalize development, the applicant proposes to install a new wastewater treatment plant. The plant would be
constructed at the corner of West Drive and Bogue Boulevard East and would provide sewer service for the entire
development complex. The drainfield associated with the plant would be installed in the triangular shaped lot
located in the center of "The Circle". The Wastewater Treatment Facility was approved by the Division of Water
Quality on 4/27/05, under permit number WQ0024756.
The applicant has also obtained approval from the Division of Land Resources, Land Quality Section, for land
disturbing activities (LQS Project ID: Carte-2009-019) and from the Public Water Supply Section for a waterline
extension. The waterline extension was approved under PWS number 07-01668, on 10/11/07.
10. ANTICIPATED IMPACTS:
Grading, filling and development of the properties would result in the disturbance of approximately 2.0 acres of high
ground. The proposed buildings, drives, parking areas and WWTP would result in the creation of approximately
39,695.71 square feet of impervious surface.
Submitted by: Jason Dail Date: April 15, 2009 Office: Wilmington
The Grove Oceanside
1. General Information
a. Name of Project
The Grove Oceanside
b. Street Address, City, County
115, 117, 121, 123, 125, 127 Atlantic Blvd
Atlantic Beach, Carteret County
c. Acres in Tract
1.67 acres
d. Project Area
1.74 acres
e. Acres Being Disturbed
1.74 acres
f. Acres in Wetlands
No wetlands onsite
g. Ownership Information from NC Secretary of State Web Site
FMB of Atlantic Beach, LLC
Fred M. Bunn, Manager
h. Description of Development Proposal
1. 6375.16.92.47.31, 6375.16.92.36.43, 6375.16.92.26.58,
6375.16.92.27.47, 6375.16.92.16.79, 6375.16.92.16.29
h. Discuss Proposed Waste Water Treatment & Water Supply
Water to be provided by the Town of Atlantic Beach and waste
water to be treated by private waste water treatment plant near the
site.
2. Stormwater Information
a. Provide River Basin, Stream Classification & Index Number for All water
Bodies On or Adjacent To The Project or Closest to The Project Area
White Oak River Basin
Bogue Sound, 20-36-(8.5), SA;HQW
Atlantic Ocean, 99-(4), SB
PM339-12
The Grove Oceanside
b. Identify Whether the Stormwater Design is High Density or Low Density,
Commercial or Residential, State Stormwater or NPDES Phase II, Address
Vested Rights When Applicable; Identify Pockets of High Density
High Density Redevelopment consisting of commercial and
residential
c. Existing Total % Impervious Surface
52.93% (40,120.50 sf)
d. Proposed Total % Impervious Surface
52.37% (39,695.71 sf)
e. Number of Proposed Treatment Measures, Type(s) of Collection System
Infiltration system proposing the Raintank product
f. Will All Built Upon Area Be Collected
No, treating to the maximum extent feasible.
g. Identify Whether or Not the Project Has Buffer Requirements & Whether
or Not Development Is Proposed Within A Buffer
No buffer requirements
h. Discuss Coastal Management Areas of Environmental Concern When
Applicable
Ocean Hazard CAMA structure setbacks required
If An On-Site Evaluation Of The Soils Has Been Done, Discuss
Infiltration Rates, Seasonal High Water Table, etc., and Include Date Of
Site Evaluation (This Is Required For Infiltration Projects).
A soils evaluation was performed by Larry Baldwin of Land
Management Group in August of 2008. The estimated seasonal
high water table was between 58"-80" below existing grade with
an infiltration rate of 12-30 in/hr. Vincent Lewis of NCDENR has
evaluated the soils as well and has given a water table call of 3.7
MSL.
j. Construction Sequence
1. Install silt fence where shown.
2. Remove any and all structures while protecting buildings to
remain.
3. Remove impervious surfaces within individual areas.
4. Remove existing utilities as required with prior notification to
utility company.
5. Install stone construction entrance as shown on plans.
6. Construct temporary dike on Lot 2.
7. Seed and install excelsior blanket on slopes of dike.
PM339-12
The Grove Oceanside
8. Initiate filling and grading of lots.
9. Install Raintank system and all associated piping.
10. Install utilities.
11. Initiate building and pool construction.
12. Construct drives and walks with approved materials. Ensure
pervious pavers are protected from sediment during construction.
13. Install final landscaping. Remove any accumulated sediment from
Raintank system.
M WI
APPUCATION hr
ffU
Maier Development Permit = , s W
(last revised 12/27/06)
North Carolina DIVISION OF COASTAL MANAGEMENT
1, Prftery App 0&W ndo"&r Im%rm tton
Business Name
Fmb Of Atlantic Beach, Llc Project Name (if applicable)
The Grove Oceanside
Applicant 1: First Name
Fred MI
M Last Name
Bunn
Applicant 2: First Name MI Last Name
if additional applicants, please attach an additional page(s) with names listed.
Mailing Address
2231 Nash Street NW Suite D PO Box City
Wilson State
NC
ZIP
27896-1786 Country Phone No.
252-291-1092 ext. FAX No.
252-291-7899
Street Address (if different from above) City State ZIP
Email
[e-mail]
2 Ageni'/ actor Int6rmition
Business Name
Stroud Engineering, P.A. (Agent)
Agent/ Contractor 1: First Name MI Last Name
Ginger Y Turner
Agent/ Contractor 2: First Name MI Last Name
Mailing Address PO Box City State
107 Commerce Street, Suite B Greenville NC
ZIP Phone No. 1 Phone No. 2
27858 252 - 756 - 9352 ext. 234 - ext.
FAX No. Contractor #
252 756 2345
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
I , Prr?cl<`Lo alt ? U`-? . TA, I. ?? a ?,,1 A 77? E b0i
County (can be multiple) Street Address State Rd. ;K
Carteret Atlantic Beach Circle
Subdivision Name City State Zip
N/A Atlantic Beach NC 28512-
Phone No. Lot No. (s) (if many, attach additional page with list)
252 -291 - 1092 ext. , , ,
a. In which NC river basin is the project located? b. Name of body of water nearest to proposed project
O'" ? c o a Atlantic Ocean
c. Is the water body identified in (b) above, natural or manmade? d. Name the closest major water body to the proposed project site-
ONatural ?Manmade ?Unknown Atlantic Ocean
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 fails within.
Town of Atlantic Beach
A S16s i??
a. Total length of shoreline on the tract (ft.) b. Size of entire tract (sq.ft.)
420 ft 72,914.95 sf
c. Size of individual lot(s) d. Approximate elevation of tract above NHW (normal high water) or
34,567.53 sf, 38,347.42 sf, NWL (normal water level)
(if many lot sizes, please attach additional page with a list) 7.0 ®NHW or QNWL
e. Vegetation on tract
sparse grass
f. Man-made features and uses now on tract
parking lot, gazebo, building pad, existing building
g. Identify and describe the existing land uses adiacent to the proposed project site.
commercial businesses
h. How does local government zone the tract? I. Is the proposed project consistent with the applicable zoning?
CDD-Circle Development District (Attach zoning compliance certificate, if applicable)
®Yes ?No []NA
j. Is the proposed activity part of an urban waterfront redevelopment proposal? C1Yes ®No
k. Has a professional archaeological assessment been done for the tract? If yes, attach a copy. QYes ®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 QNA
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? C]Yes; ,,?No
(iii) If yes to either (i) or (ii) above, has a delineation been conducted? OYes ONo
(Attach documentation, if available)
n. Describe existing wastewater treatment facilities.
Onsite septic for existing commercial businesses
o. Describe existing drinking water supply source.
Town of Atlantic Beach provides public water
p. Describe existing storm water management or treatment systems.
Existing stormdrainage off of property on Atlantic Blvd
5. Activities and Impacts,
a. Will the project be for commercial, public, or private use? Wommercial OPubliclGovemment
®Private/Communtty
b. Give a brief description of purpose, use, and daily operations of the project when complete.
This application is for construction of residential and commercial buildings.
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.
dump trucks for hauling material to site, pile driving equipment for building construction, dozers and backhoes for final
grading
d. List all development activities you propose.
Filling and grading each lot, stormdrain, water and sewer, pervious paver installation, building and pool construction
e. Are the proposed activities maintenance of an existing project, new work, or both? New work/Redevelopment
f. What is the approximate total disturbed land area resulting from the proposed project? approx 2 OSq.Ft or OAcres
g. Will the proposed project encroach on any public easement, public accessway or other area OYes []No ONA
that the public has established use of?
h. Describe location and type of existing and proposed discharges to waters of the state.
None exist or proposed
i. Will wastewater or stormwater be discharged into a wetland? OYes ®No ONA
If yes, will this discharged water be of the same salinity as the receiving water? OYes ONo ®NA
j. Is there any mitigation proposed? []Yes []No ONA
If yes, attach a mitigation proposal.
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Form DCM MP-1 (Page 4 of 4)

APPLICATION for
Major Development Permit
8E. Add ?at InforrriUti M F i s I ;; i U, i s
in adcb to this
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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, dearly 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 - Crabs claw, Inc, Phone No. 252-726 8222
Address P.O. Box 3(143 Atlarr#tc Beach, NG 28612
Name Ocean King, LLC Phone No. 252-726-2865
Address P.O. Box 250 Atlantic Beach, NC 28512
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.
DM - W00032160 - 9/21107 (gravity sewer) PWS - 07-01668 -10/11107 (waterline extension)
DWQ - WQ0024756 - 04/27/05 (WWf17 Land Quality - Carte-2009-019 -10/24/09 (erosion control)
h. Signed consultant or agent authorization fomr, if applicable.
L Welland 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.
c carton W? PW* tssttxlt to 00w ors Und
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 ¢ = Print Name FRED M. BUNN, MANAGER/MEMBER
.... F .
Signature
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.nccoastaimanageement.net
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, 2
(7) single family homes, (6) commercial buildings
c. Density (give the number of residential units and the units per d. Size of area to be graded, filled, or disturbed including roads,
acre). ditches, etc.
7.5 units/acre approximately 2 acres
e. If the proposed project will disturb more than one acre of land, the f. List the materials (such as marl, paver stone, asphalt, or concrete)
Division of Land Resources must receive an erosion and to be used for impervious surfaces.
sedimentation control plan at least 30 days before land-disturbing pervious pavers for drive and 16' walk, brick pavers for
activity begins.
other walks
(i) if applicable, has a sedimentation and erosion control plan been
submitted to the Division of Land Resources?
®Yes ONo ONA
(ii) If yes, list the date submitted: submitted 10/22/08, permitted
10/24/08
g. Give the percentage of the tract within the coastal shoreline AEC to h. Projects that require a CAMA Major Development Permit may also
be covered by impervious and/or built-upon surfaces, such as require a Stormwater Certification.
pavement, building, rooftops, or to be used for vehicular driveways (1) Has a site development plan been submitted to the Division of
or parking. Water Quality for review?
NIA ®Yes ONo ®NA
I. Give the percentage of the entire tract to be covered by impervious (ii) If yes, list the date submitted: plans submitted 10/9/08 for
and/or built-upon surfaces, such as pavement, building, rooftops, exemption from DWQ for redevelopment
or to be used for vehicular driveways or panting.
52.93%
j. Describe proposed method of sewage disposal. k. Have the facilities described in Item (i) received state or local
Private wastewater treatment facility approval?
®Yes ?No ?NA
If yes, attach appropriate documentation.
1. Describe location and type of proposed discharges to waters of the m. Does the proposed project include an innovative stormwater
state (e.g_, surface runoff, sanitary wastewater, industriaV design?
commercial effluent, "wash down" and residential discharges). ®Yes ?No []NA
None proposed If yes, attach appropriate documentation.
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Form DCM MP-3 (Upland Development, Page 2 of 2)
m. Describe proposed drinking water supply source (e.g., weft, n. (i) Will water be impounded? OYes ®No ONA
community, public system, etc.)
Water provided by Town of Atlantic Beach (ii) If yes, how many acres?
o. When was the lot(s) platted and recorded?
n/a
p. If proposed development Is a subdivision, will additional utilities be
installed for this upland development?
OYes ?No DNA
252-808-2808:-. 1-88"RCOAST :: wwrw.nccoastaimanaaement.net revised: 12126/06
AEC HAZARD NOTICE
Projeca s in Ai-,: o( Ocean 'r eodibie area H- 'gh Hazard Flood Area Inlet Hazard Area
Property Owner: FMB of Atlantic Beach, LLC c/o Fred M. Bunn, Manager
Property Address: 115, 117, 121, 123, 125, 127 Atlantic Blvd, Atlantic Beach, North Carolina
Date Lot Was Plaited:
nlv'l. which ; Stlhject to nzil; rfl 11L77ilrth SUCII ;I5 SlorlllS_ eruSi?l
-Ind Ui'1'c11Lti_ MLl ruics t)! tl1 (_oa't.ll 1?., i37C t. Oi11111ISsiOlP
rcillUl. ?12I: ql m- Alt N ;(.' „E7(l:,(t:ili'c l4(1.
tl. '.?.. i L.. 1,,-1?tti Ita
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Tile Commis:. Ion's rules on bliddi111-, SClntl llyds. Ocemlf'roili
SCOMCk?l (iiui dU11t alt0r;1tINIS rift (le>1 T1?c (i Its ll1i1111i117_e, hi-11 l1C>t
elkillilate, Property lo-", from haLilr(iS. v\ ;'(;iniitl`, perniltti. 111C
t oaSllll RcStlu;-Les (_oil) I1Iis, lI on doci 17111 '?'tf_ll'd1I:iCC tl;c ;ilZtA' (ti
the dcvtlt?pll?t 111 ;11111 atiitilllCZ n10 11,1)1111% it?I' ltl(l:E'?' danlll±'?: its
the (lc t,C'i(`llfllrili. pC:l'Iiii1? 1S"uCd Ill the (?7,:Cit11 11V"I"d Area U1,
1.11\ il1)11111e111 1 (01IC rh lil('hlde the Wildlil0li 111.11 SIRWILIreS he
rulot:`flcd ordismai',tle(1 i't11?\ he?c)n1; i171m;17 illi\ illle',tlel7c(l by
Ch'inuk.'s III SI10F,'ltiIC CUnt1+.11i?:11!(iii. lh.: 3"Il41ll'"e(C) 11M.I
i', i01-0ieu lsl. la :IHJOIHIl ` l \% 11:1111 tE%t_` I.-; ?4JlJ U1 i+CtAIIlull`'
I1T m;m:nt \' tl'.reaten 1. ;iCd III :11 Ci1Se (Inoii its Ci?hii;)Si i)r
5llhSt(lerli't.'.
SPECIAL NC i E: 1'1( It;i ..ll ? ittll4 :cjl.:lc( i(+I"(lt"'.tl(?t1111Ct7t
ll .1]" aS >Uh1?'Cl it, <l it!,'c'll ailil I'I1.lSSltt Sli)i? ;11?(I erl`s1(`Ii. Pei-III't$
I.>-UCd i(,l' dL\ eltltlmenl 1I1 1111ti ;tl'e;l e\t?Ire t '. DecemhCI- ? I of the
1:,;.1 VC li l lla \\ IEl° tilt }'ti31' Ill 1\'llirll .h(; pernllt iSSUed.
htu'tlhr! -,vori i, iI I (lit (t1 C' 1)!'t)IClt il`t.III C' Local 11cl-Init
l IItIt.:C, :1Usl, ni' c0i';L'iC:Lckl ti', dele".111ille illy bct ctatlt?ll line and
scLh 7ck d;11:11IC C it V (AT site. I1 lht 111"Qparh.` Ilan SeCll Mlle ehenge
SI%C the tMIC,11 pel'nllt iSSUiIllCC-, ;Illd 1110 proposed deV'elopmerit
can ;till meet the setback requirement. the LPO gill i111'61,111 you
(hat \Oll i IM\ he`Tm %\clrk. SubStmitial 1-11'0<11VSS 011 file project
illllst he nlad?' 1\ ilh!n 60 dzlys oi'this setback determination, or
111:2 sethack li]]]st :)(: relllcasured, Also, the Occut1'ence of a 111ajOl'
`,wrelinc ll l ,_ t' Is tll; result ul'n "ol-Ill \\ ithin the 00-(1ad. period
\\ill 11et:.: ,1111? rcmeasln'cn)erlt ul'the setback. it is important
il:ai 1 ou ehe(:! 't\ 11 the I TO hetc,rv t1)t perlllit expires I',w ol't icial
a,?llr(lsal Lo coll;.iuue the \wrk '111cr the permit ha; expired.
?7 i1CE'alll', LI, It}tl"0,UoI1 11111 l_,s ha\ e been placed an(I ?llhstanlial
pr(i+?1'eSs 1s Coll tilMillh! pCrlillt ;' AIC\till CiIII bC M10101'i7edI It 1S
t:l:laly ;1.11 tU L'i+Illllll!e 1v i7rk illlCr pCrlllil L':il?1rat1OIl.
l hC befit my dlablc llllt)mmtk)ll, as :!CC':'111e(f by Ill,, t oal,Lll
jVeltln l'?'t1 { i)t114ni scion. lll(11C:itt:S that I!ie ill'+ml;l i'11,t-m-ni
,IAera!'f' i,ed'1" CRtsiOll I(,r the area 'v her, \ow nr(lp
C:'l.V` Is
li???illetl 1?__ cc; p r al.
the'talc''.\i};tithlis}le(iht Ci11YIlli:il;ill\'S1Si7tl7ef(=.11pi1O(iyLl",]ills
01 the Co'Istime takcll m eI- the r'Ist j11 \ al i.
shl o? Ilse iniiicatc that 01C tii-,orcHne col :d n-w e an much a
? li:,i liuxh\arcl 111 ,} 1Tlilivr.sturtl7.
l he tlood 11 ater:i In :I 1'llai('?i' ? orm 7irw nrccicl,. d to i,C ,Ihollt
_?__ tcct dee;? in tl;is :}rca.
... , -!
Pi•L tl r l ?C! OCCanI rOilt pri)iCC'il Ull 111 CL1SU1''J8 1rC Cal: i7 110U1'ISllllteltt
and 1%-Iocallon of (hro.1le led Slr!.lChlrt:s. i lal'(! erosion roml',tl
S11')L1c illrC:S SUCII as hlllkl?i ids. ,om :ells. '.'?'; Ctill l?is, °11'i)
ins. tC1Uts
Mid
IMC' lk\iiilZrti 111'4 pl(?111111CCCl. T:i7117(>ni!-\ III,,' bag-, Ilia\ he
aUthi)i'ILed ifllit2l"Ccl'1a111 CC,dI(htll"lily.
Tllt appilc;tllt IIIUS1 aCIvIwn1 Iccl!ue tills ill16I- 121IiQil :tilt] rcquilrelllenls
l" tit`,ilill`? tliia nOUt'e In th•C 5ll;l below. I'Viii-lout dice proper
sl!unaluly. Illy appllcatioll \\ ill I?tst hc' COlllpl*.
A.pplIcant Sigratur? r bate
1`01, Mur'k' ilPIllf'IHation, c'lli7laCt:
Jason Dail
Local Permit Jifrcer'
127 Cardinal Drive Extension
A r_lI esS
Wilmington, NC 28405
Locality
910-796-7215
°hofte I1t;rtti H;
<:::ii+)
Revised 2107
BEFORE YOU BUILD
Setting Sack for Safety: A Guide to Wise Development Along the Oceanfront
When you build along the oceanfront. you take a cakulaied riffle. greater. It the 0rosi n !ate is _grater than .3 5 teCyear, the
Natural lorocs alt water and '4tnld collide %> it11 tUi;S tlf ;t?1'C0. Ct Cil setback is 30 11n1CS tie crosion rate plus IO> feet,
on tialm days.
\l an-made structures cahoot he guys rinod to sin,A"c the Poic
of a hurricane. Lonywrm en lion {or bar6cr iskind migration)
rna"v t11ia Rom two to ten its o the beach C'.al:h yew. ;Init.
SoGUlahl"loiler.t6llitlla4s0noc0ailfi'ilnlsh't;i_itl.'CS. fhs<<l3'e t3iC
ialcts of flee for occanf?'om pr0j)Crtt ?ltt'il rs.
Me Namal Resourcos Commissitln (URC•) has adt)pted rt11e,
for building abiT the c_ ewri Mt. The rubs wv imentfed to ai oid
an umeasaimble risk to % and pmpenj and to unlit 1)ubl c and
ftrl"'J,m kisses Nor worms and lane-wrm c:r(`.^;hov Thcsc tT0
i' yen but do not .,iii?,;t?aw & u ,a SM }>`i ill sc.'iln'l'Otl
deg, elopment.
A you consider buildinw ali)M: the eceanti'ctnt, theCR( to Lnlt>
you to understand the rules and the risks. With this knowkdgt
you can lriake a more in ornled decision about Mcr; and helot ill
build in the i:OaSttl atIM.
The Rules
`4'4'hen you build alolT to ontrnirom. on stal n-imag inert Me-,
require thEo 1110 s11-11Cttlre he silCd to lit SLilclt into the bCaCh
ent ironinent.
Sirllt:wws alolig the oceanfront must be henind the frontai dupe,
landwwU of the rest elf the primary dune, and set hack from the
first line ofsiable nauval =getahon a dig mwe apd to 30 tunes
the anti=! eroswri raW (at 111IninlUm of 60 f eei ). LarLe stniewa s
Iilltilti-Ianlilb residential S1r ICILIFcS neater Thal] 5.000 jgtlatre ieet
and noltresidcntial nruriui'es greater than 50W stluare Ices) must
lC ci back Rorn idle first ]tell' of naniral tit<ihic i egetatlt)i1 a distance
equal to (4) Hines the annu=li erosion rule of 11) Q L "Schever
The Reasons
The heath 1i-ont i< an a-er-changing landtonli- The heath and the
dudes are natural -shock abs )rbers, Mg the teem T or we
wind and h at as and i-innecthig the inland areas. By so-tting back
36 or 60 i.k s the arnmaf Iong-1crili erosion rate. 401.1 have a
good chance of ell oy ing the hill 100 of die structure. Al firsw it
seems werv int build your dream house as close to the
?CaCI"t as pttssll?le, but 137 lit:: wCa l-S 4'111.1 could find the dream has
become a nighmure as nigh tides and storm tides threaten your
im: estmcm.
The Exception
flie Coasial Rcsourccs C'oltnrlission recognized that these I-tiles,
aitiaH paced in .Brae I471 ;l,Qht prone a haniship tclr some
propcrtti t)\N ri grs. -1'slcrc1ore. they established an exception for
Ims that eaitllitt meet the setback requKillent. Ile exception
allo"s buildings in front of the setback line if the following
rorldi NNO apply:
1) the lot must hate been platted as orhne 1. 197% and is not
raipable 1.}1 i?ein?? eni.ir?aLd b? et?inbinin`?: t? ith aiijt)illin,,: land under
tile Sall Ie Utl Ilership. ( 2 ) &VClopmcllt must be as far back on the
property as possible and in no rase less than 60 feet landward of'
the teget;ltion line: (3) tit) development can take place on the
fion(al dune: (-I) special construction standards on piling depill
and squ.u,e lbcnp most be met: and (5) all tither CA\l.-l. state
and ltlcal rugulmions must be met.
The exception is not at atilable in the hllet i Lizard Area.
Lo determine elitgihility Ior the exception. the Local Permit Oftieer
will make these measurenwiss anti obsert'adons:
myuircd sclbalc?: from trgetation line
ct:ception setback (mayiinunl feasible)
rear properly line setback
nlax. nllottahl, square tilotagye on lowest floor
lilt area as calculated Boni vegetation line
piling length needed to extend4 feet below \ISL
After the storm, the house on the dune will be gone. The other house has a mach better chance of sunfival.
Narrative
The Grove Oceanside
March 19, 2009
Owner:
FMB of Atlantic Beach, LLC
Fred M. Bunn, Manager
2231 Nash Street NW Suite D
Wilson, NC 27896
Engineer:
Stroud Engineering, P.A.
107 B Commerce Street
Greenville, NC 27858
[phone] Ext. 234
The Grove Oceanside is a redevelopment project located on the ocean front at the
Atlantic Beach Circle in Atlantic Beach, North Carolina. These two oceanfront parcels
have been previously developed and are being revitalized to attract visitors to the Crystal
Coast. These two tracts comprise of 1.67 acres and are owned by FMB of Atlantic
Beach, LLC.
The first line of stable was determined by the LPO of Atlantic Beach and has been
noted as the existing wall as shown on the plans. The project proposes seven single
family residences and six commercial buildings. The residential buildings meet the
requirements to be constructed within the 60' small structure setback, while the
commercial buildings fall within the 120' large structure setback requirements. The
development will be serviced by the Town of Atlantic Beach for domestic water. Sewer
services are to be provided for all uses and gravity flow to a permitted off-site private
waste water treatment facility as shown on sheet CE8 of 18. The two existing brick and
concrete walkways are to be removed and replaced to the 60' small structure setback.
The walkways from the 60' setback to the first line of stable vegetation will remain in
their existing state.
The redevelopment consists of mixed single family residential and commercial
uses, including restaurants and retail. Amenities such as a pool and "The Pier", which
includes open-air music and movies, are also proposed for the development. The single
family residential structures on Lot 1 will be three-stories. There may be nominal heated
space on the lowest level (garage) in accordance with FEMA regulations. On Lot 2, the
finished grade for the development has been raised to meet the requirements of the flood
zone. All buildings are proposed with minimum two stories of heated space. The
commercial buildings on this lot will have a garage level which will serve as a "service
entrance" for employees and vendors only. The garage level will include stairs to the
The Grove Oceanside
PM339-12
first floor, dumpsters and a scissor lift (conceptual floor plan attached) as allowed by
FEMA regulations. Please note that dimensions on attached conceptual floor plan have
not been revised per the proposed submitted plans.
The two tracts were submitted to DWQ-Surface Water Protection Section for
review under the current redevelopment rules. Staff reviewed the plans and confirmed
that this redevelopment is "excluded" from State Stormwater permitting requirements
found under Project Number SW8 080928. The existing development provides sheet
flow as the only stormwater measure, while the proposed plans provide an additional
measure, an underground infiltration basin, to improve water quality.
The proposed redevelopment impervious surfaces do not exceed the existing
impervious amount of 40,120.50 square feet. Pervious pavers have been proposed for the
drive on Lot 1 as well as the circular walkway on Lot 2 to maintain the percent
impervious. The use of pavers results in a 30% credit in impervious coverage.
A soils evaluation was performed by Larry Baldwin of Land Management Group
in August of 2008. The estimated seasonal high water table was between 58"-80" below
existing grade with an infiltration rate of 12-30 in/hr. Vincent Lewis of NCDENR has
also evaluated the soils and made a water table call at 3.7 MSL.
Page 2 of 2
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