20071753 Ver 1_CAMA Application_20071016

~~~~ 07- 1 753
North Carolina Department of Environment and Natural Resources
Division of Coastal Managemen#
Michael F. Easley, Governor James H. Gregson, Director William G. Ross, Jr., Secretary
MEMORANDUM
TO: Ms. Cyndi Karoly
Env. Biological Supervisor
Division of Water Quality, Wetlands Unit
FROM: Doug Huggett Respond to Doug Huggett
Major Permits Processing Coordinator Morehead City Office
Coastal Management Division
400 Commerce Avenue
Morehead City NC 28557
DATE: 15 October 2007 !y ~ ~ ~~ !./ ~ ,
SUBJECT: CAMA Application Review Ej C T 1 ~ ZOOI
APPLICANT: Bal Gra C/O Alf-Fc Bal Gra Harbor, LLC r~A ~p r~~~~~-l~ y"
A
VER 9RANGH
PROJECT LOCATION: Off SR 1501 (Bal Gra Road), at the mouth of the Chowan River and
Salmon Creek near Merry Hill in Bertie County, North Carolina.
PROPOSED PROJECT: Applicant proposes to construct a bulkhead, 13 groins, riprap wetland
protection, and a 6' wide boardwalk.
Please indicate below your position or viewpoint on the proposed project and return this form by 5
November 2007. Please contact R. Kelly Spivey at 252-948-3853, if you have any questions regarding
the proposed project. When appropriate, in depth comments with supporting data are requested.
REPLY This office has no objection to the project as proposed.
This office has no comment on the proposed project.
This office approves of the proposed project only if the recommended changes
are incorporated. See attached.
This office objects to the proposed project for reasons described in the attached
comments.
Signed
Date
Nose Carolina
~tura!!~
943 Washington Square Mall, Washington, North Carolina 27889
Phone: [phone] FAX: [phone] Internet: www.ncCOastalmanagement.netl
An Equal Opportunit)r 1 Affirmative Action Empbyer- 50% Recycled 110% Post Consumer Paper

Bal Gra
C/O Alf-Fc Bal Gra Harbor, LLC
Bertie Cotinty
CAMA Major Permit Application
Project setting
.The project site is located off SR 1501(Bal Gra Road) at the mouth of the Chowan River and
Salmon Creek, near Merry Hill in Bertie County, North Carolina.
The applicant's owns approximately 1,321 acres of laird that is situated on the northern side
of the intersection of Salmon Creek with the Chowan River. The 1,312 acres is divided into 3
different tracts: Tract 1 is approximately 406 acres located on the Chowan River, Tract 2 is
approximately 900 acres located on Salmon Creek and Tract 3 is approximately 15 acres on the
Chowan River. Approximately 2,962' of the site fronts the Chowan River with an additional
f 19,918' adjacent Salmon Creek. There is no shoreline stabilization in place at the subject site. The
applicant's fiiture plan is to develop a113 Tracts. However, this application is only for the shoreline
stabilization of Tract 1 on the Chowan River.
Tract 1, site of tlus application is predominately a pine plantation with mature mixed
hardwoods located on the bluff shoreline for a distance of approximately 500' landward. The river
shore is a t35' sand beach in most areas that terminates at a X25' high erosion escarpment. The
beach area is sporadically vegetated with upland grass and herbaceous shrubs. The downstream
(south) side of the tract transitions into a wooded wetland with asmall-unnamed stream run.
The site is bordered on the downstream side by an undeveloped lot located within an
established development locally known as Bal Gra. The adjacent upstream (north) property is
undeveloped and is of similar vegetation and topography as the project tract.
This site is X25' above the normal water level (NWL). The Chowan River in this area is
classified B-NSW by the Environmental Management Commission and is closed to shellfishing.
Project description
The applicant proposes to stabilize 2,290 of shoreline on Tract lwith anon-traditional
bulkhead (Redi-Rock wall) and rip rap placed 6' waterward of the proposed wall. Construction of
this wall consists of stacking pre-fabricated concrete blocks on a gravel foundation. The proposed
bulkhead alignment is an average of 2' and a maximtiin of 5' waterward of the normal water level.
The applicant is also proposing 12- 50' long riprap groins and 1-100' long riprap groin. These groins
will have a base width of 15' and be filled with clean sand: The applicant proposes to protect the
wooded wetland on the downstream side of the tract with 92' of riprap placed a maximum of 15'
waterward of normal water level. A 6' wide by 2,2.60' long trex decked boardwalk with handrail will
be located atop and immediately landward of the proposed bulkhead.

Bal Gra
C/O Alf-Fc Bal Gra Harbor, LLC
Bertie County
Page 2
Anticipated impacts
The project as proposed will result in filling a total of~30,200 ft2 of river bottom associated
with the construction of the bulkhead (f4,580 ft2), riprap (f13,740 ft2), groins (f10,500 ft2) and
wetland protection (1,380 ft2) as well as the disturbance of f 143,125 ft2 (f3.3 acres) of uplands as a
result of backfilling and sloping to the height of the erosion escarpment landward of the proposed
bulkhead.
Kelly Spivey - 12 October 2007

DCM N!-1
APPLICATION for .
Majer Development Permit ~ 0 7- 7 5 3
(last revised 12!27/06)
North Carolina DIVISION OF COASTAL MANAGEMENT
7. Primary Applicant/ Landowner Information
Business Name
Alf-Fc Bal Gra Harbor, Llc Project Name (if applicable)
BAL GRA
Applicant 1: First Name MI Last Name
Applicant 2: First Name MI Last Name
If additional applicants, please attach an additional page(s) with names listed
Mailing Address
13801 Reese Boulevard Suite 150 PO Box City
Huntersville State
NC
ZIP
28078 Country
USA Phone No.
704 - 766 - 0485 ext. FAX No.
704 - 7049488944 -
StreetAddress (rf different from above) City State ZIP
Email
2. Agent/Contractor Information
Business Name
Skipjack Marine Development, Llc
Agent/ Contractor 1: First Name MI Last Name
Robert (Bob) O. Wilson
Agent/ Contractor 2: First Name MI Last Name
Elbert Carey Ayres
Mailing Address PO Box City State
858 Williamson Road Mooresville NC
ZIP Phone No. 1 Phone No. 2
28117 704 - 663 - 347 8 ext. - ext.
FAX No. Contractor #
704- 663- 5298 9859
Street Address (~f different from above) City State ZIP
Email
bwilson cL'Drowboatcompany.com
<Form continues on back>

Form DCM MP-1 (Page 2 of 5)
APPLICATION for
Major Development Permit
3. Project Location
County (can be multiple) Street Address State Rd. #
Berne 435 Bal Gra Road 1501
Subdivision Name City State Zip
Bal Gra Merry Hill NC 27957 -
Phone No. Lot No.(s) (rfmany, attach adddfonal page with list)
NA - - ext. Currently in planning phase, ,
a. In which NC river basin is the project located? b. Name of body of water nearest to proposed project
Chowan River/Albemarle Sound Chowan River/Albemarle Sound
c. is the water body identified in (b) above, natural or manmade? d, Name the closest major water body to the proposed project site.
®Naturai ^Manmade ^Unknown Chowan River/Albemarle Sound
e. is proposed work within city limfts or planning jurisdiction? f. If applicable, list the planning jurisdiction or city limit the proposed
^Yes ®No work falls within.
4. Site Description
a. Total length of shoreline on the tract (ft.) b. Size of entire tract (sq.ft.)
22,880' 1,311.45 acres
c. Size of individual lot(s) d. Approximate elevation of tract above NHW (normal high water) or
Currently in planning phase, NWL (normal waterlevel)
(lf many lotsizes, p/ease attach additional page with a list) 80% IS 20' above ®NHW or ^NWL
e. Vegetation on tract
Loblolly pine, maple/gum/cedarwetland
f. Man-made features and uses now on tract
Boat dock, boat ramp, sand/clay logging roads
g. Identify and describe the existing land uses adiacent to the proposed project site.
Rural upstream undeveloped wooded, downstream existing residential
h. Now does local government zone the tract? ~ i. Is the proposed project consistent with the applicable zoning?
No county Zoing is in place (Attach zoning compliance certificate, if applicable)
®Yes ^No ^NA
j. is the proposed activity part of an urban waterfront redevelopment proposal? ^Yes ®No
k. Has a professional archaeological assessment been done for the tract? If yes, attach a copy. ®Yes ^No ^NA
If yes, by whom? Tidewater Atlantic Research, Inc.
I. 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? ®Yes ^No
(il) 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.
None
o. Describe existing drinking water supply source.
County Water Supply
p. Describe existing storm water management or treatment systems.
None
5. Activities and impacts
a. Will the project be for commercial, public,. or private use? ^Commercial ^Public/Government
®Private/Community
b. Give a brief description of purpose, use, and daily operations of the project when complete.
The proposed project is intended to stabilize an eroding shoreline, provide improved pedestrian adccess to the water and
increase recreation opportunities. The installation of an engineered Redi-Rock wall will limit future erosion, sedimentation
and turbidity resulting from sloughing and calving of the existing soils caused by wave action upon the shoreline. The wall
and. boardwalk will be primarily installed from the landward aide using a combination of excavators, skid steer loaders, and
off road dump tructs. After extablishement of the footing and preparation of a washed stone base the blocks will be set in
place using an excavator staged on land. The interlocking blocks will be stacked upon the lower course until the full wall
height of 6.5' (feet) is reached (approximately five courses of block will be installed). The wall will be backfllled with a
combination of quarried stone and local material generated on site. It is extimated that it will require 46,000 cubic yards of
material to backfill the wall.
The boardwalk is intended to provide increased recreation opptunities and improved community access to the resource. The
boardwalk will be installed following completion of the wall and provide a level walking surface and improved access to the
near shore area. Minimal equipment will be needed for the installation of the boardwalk.
c. Describe the proposed construdian methodology, types of construction equipment to be used during construction, the number of each type
of equipment and where it is to be stared.
Construct groins and sill with Class "B" Rip Rap. Material will be delivered by truck and transported by two (2) skidsteers.
The foundation far the bulkhead will be constructed using two (2) excavators to prepare a foundation trench, lined with geo-
textile fabric, fill with clean stone, compacted, and Redi-Rock blocks placed to form the bulkhead. We will backfill using
clean stone and backfill material from the site. Redi-Rock blocks will be delivered by truck and transported to the site by two
(2) skidsteers. The boardwalk will be constructed with materials being delivered by truck.
All equipment will be stored upland on-site.
d. List all development activities you propose.
A bulkhead, boardwalk, groins & sill.
e, Are the proposed activities maintenance of an existing project, new work, or both? New work
f, What is the approximate total disturbed land area resulting from the proposed project? Approximately 1.05 ^Sq.Ft
or ®Acres
g. Will the proposed project encroach on any public easement, public accessway or other area ^Yes ®No ^NA
that the public has established use of?

Form DCM MP-1 (Page 4 of 5)
APPLICATION for
Major Development Permit
g. Will the proposed project encroach on any public easement, public accessway or other area ^Yes ®No ^NA
that the public has established use of?
h. Describe location and type of existing and proposed discharges to waters of the state.
Surface run off
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,
<Form continues on back>
6. Additionallnformation
!n addition to this completed application form, (MP-1) the following items below, Tf applicable,. must be submitted in order for the application
package o be complete. hems (a) - (~ are always applicable to any major developmeht application. Please consult the application
instruction booklet on how to properly prepare the required items below.
a. A project narrative.
b. An accurate, dated work plat (including plan view and cross-sectional drawings) drawn to scale. Please give the present status of the
proposed project. Is any portion already complete? If previously authorized work, clearly indicate on maps, plats, drawings to distinguish
between work completed and proposed.
c. A site or location map that is sufficiently detailed to guide agency personnel unfamiliar with the area to the site.
d. A copy of the deed (with state application only) or other instrument under which the applicant claims title to the affected properties.
e. The appropriate application fee. Check or money order made payable to DENR.
f. A list of the names and complete addresses of the adjacent waterfront (riparian) landowners and signed return receipts as proof that such
owners have received a copy of the application and plats by certified mail. Such landowners must be advised that they have 30 days in
which to submit comments on the proposed project to the Division of Coastal Management.
Name James Andrew Cobb, Jr. Phone No.
Address 7907 Reunion Road, Wilmington, NC 28411
Name MDB Enterprises Phone No.
Address 966 Queens Road, Charlotte, NC 28207
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,
N!A
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, (Musf 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.
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Form DCM MP-1 (Page 5 of 5)
APPLICATION for
Major Development 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 09/04!2007 Print Name Carey Ayres
Signature
Please indicate application attachments pertaining to your proposed project.
®DCM MP-2 Excavation and Filf Information ^DCM MP-5 Bridges and Culverts
®DCM MP-3 Upland Development
®DCM MP-4 Structures Information

Form DCM MP-2
EXCAVATION and FILL
(Except for brldg®s 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 Canal Boat Basin Boat Ramp Rock Groin Rock (excluding
(NLW or Breakwater shoreline
NWL stabilization
Rip Rap
12 - 50'
Length Sill
1 - 100'
92'

Width ~ 5 15'
,
Avg. Existing NA NA 1.0'-1.5'
Depth
Final Project NA NA 1
0'-1.5'
Depth .
1. EXCAVATION
a. Amount of material to be excavated from below NHW or NWL in
cubic yards.
340 cubic yards -Redi-Rock Wail foundation
^This section not applicable
b. Type of material to be excavated.
Sand
c. (i) Does the area to be excavated include coastal wetlands/marsh d. High-ground excavation in cubic yards.
(CW), submerged aquatic vegetation (SAV), shell bottom (SB},
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:
2. DISPOSAL OF EXCAVATED MATERIAL
a. Location of disposal area.
On site and used to backfill new bulkhead
c. (i) Do you claim title to disposal area?
®Yes ^No ^NA
(ii) If no, attach a letter granting permission from the owner.
e. (i) Does the disposal area include any coastal wetlands/marsh
(CW), submerged aquatic vegetation (SAV), shell bottom (SB},
or other wetlands (WL)? If any boxes are checked, provide the
number of square feet affected.
^CW ^SAV ^SB
^WL ®None
(ii) Describe the purpose of disposal in these areas:
^This section not applicable
b. Dimensions of disposal area.
Excavated material will be used to backfill 2,290 lineal feet
of Redi-Rock Bulkhead
d. (i) Will a disposal area be available for future maintenance?
^Yes ^No ®NA
(ii) If yes, where?
f. (i) Does the disposal include any area in the water?
^Yes ®No ^NA
(ii) If yes, how much water area is affected?
:~ .

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®Bulkhead ®Riprap ®Breakwater/Sill ^Other: Width: 3'- bulkhead. 6'-rjprao. 15' max si11.15 max Groins
c. Average distance waterward of NHW or NWL: 2.0' NWL bulkhead d. Maximum distance waterward of NHW or NWL: 5.0' NWL
bulkhead
e, Type of stabilization material: f. (i) Has there been shoreline eroslon during preceding 12
Redi-Rock engineered concrete blocks and Class "B" Rip Rap, months?
Geo-Textile Fabric ®Yes ^No ^NA
(ii) If yes, state amount of erosion and source of erosion amount
information.
Approximately 5' to 10'
g. Number of square feet of fill to be placed below water level. h. Type of fill material.
Bulkhead backfill Riprap 13.740 sa ft #57 Crushed stone, Class "B" Rip Rap
Breakwater/Sill Other
i. Source of fill material.
Local Quarry
4, OTHER FILL AGTIVITIES ^This section not applicable
(Excluding Shoreline Stabilization)
a. (i) Will fill material be brought to the site? ®Yes ^No ^NA b. (i) Wili fill material be placed in coastal wetlands/marsh lCW).
If yes,
(ii) Amount of material to be placed in the water 10c
(iii) Dimensions of fill area SEE DRAWING ATTACHED
(iv) Purpose of fill
Groins and Sill
submerged aquatic vegetation (SAV), shell bottom (SB), or
other wetlands (V1IL)? 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
S. 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)?
Best management practices utilizing silt fence where necessary. Excavators, off road dump trucks, skid steer loaders
c. (i) Will Haul ational 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. (i) Will wetlands be crossed in transporting equipment to project
site? ^Yes ®No ^NA
(ii) If yes, explain steps that will be taken to avoid or minimize
environmental impacts.
09/04/2007 Project Name
Date
BAL GRA
Carey Ayres
Applicant Nan;

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Applicant Signature

Form DGM MP-3
VPLAND DEVELOPMENT
(Construction and/or land dtstur6ing 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.
Boardwalk 6' wide 2260' long
c. Density (give the number of residential units and the units per
acre).
The land plan is under development at this time and will be
submitted with full application for the overall project
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.
(1) 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:
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.
NONE
b. Number of lots or parcels.
Under development
d. Size of area to be graded, filled, or disturbed including roads,
ditches, etc,
20' wide, 2290' long
f. List the materials (such as marl, paver stone, asphalt, or concrete)
to be used for impervious surfaces.
None
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 Q uality for review?
^Yes ^No ®NA
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.
Entire tract, no other under this application
j. Describe proposed method of sewage disposal.
No
I. Describe location and type of proposed discharges to waters of the
estate (e.g., surface runoff, sanitary wastewater, industrial/
commercial effluent, "wash down" and residential discharges).
Surface run off
(ii) If yes, list the date submitted:
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.

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m. Describe proposed drinking water supply source (e.g., well,
community, public system, etc.)
Community
o. When was the lot(s) platted and recorded?
The lots have not been platted and recorded as of the date
of this. submission
n. (i) Wil-waterbelmpounded? ^Yes ®No ^NA
(ii) If yes, how many acres?
p. If proposed development is a subdivision, will additional utilities be
Installed for this upland development?
^Yes ^No ®NA
09/04/2007
Date
BAL GRA
Project Name
Carey Ayres
Applicant Name
Applicant Signature

Malrine Developlment
LLC
September 4, 2007
Terry Moore .
CAMA -Washington
943 Washington Square Mall
Washington, NC 27889
858 Williamson Road
Mooresville, NC 28117
[phone] [phone] (FAX)
www.rowboatcompany.com
RE: Bal Gra CAMA Permit Application
Dear Mr. Moore,
This application is being resubmitted in order to obtain approval to stabilize and
prevent further erosion to the shoreline at the proposed Bal Gra development. The
proposed shoreline improvements in this application are for the first phase of the
overall scope of work proposed for the Bal Gra development. The full CAMA
application for the overall project will be forthcoming. The scope of work included in
this revised application is limited to a bulkhead, a rip rap sill, rock groins, and
boardwalk.
The purpose of the proposed bulkhead is to stabilize the existing shoreline
currently showing signs of considerable erosion. The bulkhead will be constructed
along the normal water line as indicated on the survey. The bulkhead will be back
filled with approximately 46,000 cubic yards of select fill material from an upland site
located on the Bal Gra property. Class "B" Rip Rap stone will be placed at the toe of
the proposed bulkhead to reduce the possibility of water and waves under mining thE;
bulkhead in the future.
A 6' wide boardwalk is proposed to be constructed on top of the bulkhead to
allow for general public, pedestrian access along the length of the bulkhead. The
bulkhead and boardwalk will be constructed in a common open space for use by the
residents of the Bal Gra development. The boardwalk will be constructed with
pressure treated wooden posts, framing, and railings meeting all applicable Norih
Carolina building codes. The decking will be a composite decking spaced in
accordance with the manufacturer's reccomendationss which will allow adequate
drainage through the pervious boardwalk.
Several Rip Rap groins are proposed to extend into the water perpendicular to
the face of the proposed bulkhead. We propose to install twelve (12) groins that will
be constructed 50 feet long and one (1) additional groin that will be constructed 100
feet long, The length, location, and purpose of the groins are to mitigate the migration
of the sediment located in front of the proposed bulkhead to other areas. All groins
shall be constructed as shown on the attached plans. The groins shall be marked with
piling and reflectors according to CAMA regulations.

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BEACH VILLAGE
TOTAL ACREAGE _
TOTAL OPEN SPACE _
WETLANDS =
USABLE OPEN SPACE _
RESIDENTIAL UNIT TABULATIONS
SINGLE-FAMILY DETACHED (SFD)
SINGLE-FAMILY ATTACHED (SFA)
MULTI-FAMILY (MF)
TOTAL UNITS NOT TO EXCEED
MAXIMUM RESIDENTIAL DENSITY PERMITTED
+/- 370 ACRES
+/_ g2 ACRES (2b% OF TOTAL)
+!- 25 ACRES (7% OF TOTAL)
+/- BT ACRES (18% OF TOTAL)
200 - 800 UNITS
0 - 200 UNITS
100 - 800 UNITS
1,110 UNITS
3.00 DUA
MAXIMUM PERMITTED SQUARE FOOTAGE FORANY SINGLE SFD 10,000 SF
MAXIMUM PERMITTED SQUARE FOOTAGE FOR RETAILiCOMMERCiAL 30,000 SF
MAXIMUM PERMITTED SQUARE FOOTAGE FOR OFFICE 15,000 SF
HOTEUMOTEL ROOMS PERMITTED 100 UNITS MAXIMUM
POTENTIAL AMENITIES:
COMMUNITY RECREATION CENTER
BEACH CLUB
BOARDWALK
PARKS & TRAILS
PAVILIONS
LAWN BOWLING
CANOEING
POOL
ACCESS TO WATERFRONT
TENNIS
DINING
CROQUET
PADDLE BOATS
FISHING PIER
POTENTIAL COMMERCIAL USES:
RESTAURANTS
SHOPPING AND SPECIALTY SHOPS
BARBERSHOP
RECREATIONAL FACILITIES
cLUeHOUSes
GENERAL STORE
DAY SPA
A WATER TREATMENT PLANT WILL BE PROVIDED IN THE BEACH VILLAGE AREA
TO SERVICE THE ENTIRE PROPERTY
A ROADWAY WILL BE PROVIDED TO ACCESS ALL LOTS ON THE OUTPARCEL IN
THE EASTERN CENTER OF THE PROPERTY
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GROINS
~ VEGETATION
BOARDWALK PAVILION
S BOARDWALK TRAIL
9 BEACH COTTAGES
S COTTAGE GARAGE
WETLAND PRESERVE
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~ MULTI-FAMILY
SWM AMENITY FEATURE
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MULTI-FAMILY
MULTI-FAMILY
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PAVILIONANDSTORMWRTER
MANAGEMENT
_ NOTE
F~li.l ;~1I~diT~ls~a~1 t11~~1~ ~t~ ~i~ ~LI~1111ttP~ ~~'ltll t~l~ 111a~01' CA~~A application for the praj~ct at a latcr date.::
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NOTE: HANDRAIL DETAILS SHOWN FOR PERMITTING ONLY,
FINAL RAILING DESIGN MAY VARY, 8UT MUST SATISFY NC BUILDING CODE.
X10 WALER
2X 10 FACIA
6X6 POST
SPACED 5' O.C. -
STAINLESS STEEL
HANDRAIL SYSTEM
2X10 GIRDER
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6.5'
NWL I
CLEAN AGGREGATE
~ ELEVATION SECTION VIEW
REDI-ROCK SEAWALL v REDI-ROCK SEAWALL
NOTE: BASE OF WALL TO FOLLOW EXISTING MLW
CONTOUR AS LOCATED BY CAMA STAFF
NOT FOR CONSTRUCTION
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TREX
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FOR: DATE:
FOREST CITY
LAND GROUP
BAL GRA
HARBOR
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SEAWALL
DETAILS
REV 2
06-112
SHEET 3 OF 6
DWG No.061 1203
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NOT FOR CONSTRUCTION DWG No.O 61120 6

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REV 2
06-112
SHEET 1 OF 6
DWG No.061 1201
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LAND GROUP
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NOTES:
1) BULKHEAD TO HAVE CURVES THAT WILL BE FIELD LOCATED FOLLOWING
THE CURVES OF THE NWL.
3) FACE OF BULKHEAD TO AVERAGE 2'f OR LESS WATERWARD OF NWL
AND NOT EXCEED 5' WATERWARD OF NWL AT ANY ONE LOCATION.
4) THE SURVEYED NWL WILL BE FIELD STAKED PRIOR TO CONSTRUCTION.
5) WATER DEPTH 20' FROM FACE OF PROPOSED BULKHEAD IS -0.5'
BELOW NWL.

tXIJlIN(i NWL
TYPICAL BULKHEAD LOCATION
~T'1T5g
NOT FOR CONSTRUCTION
PROPOSED
SITE PLAN
REV 2
06-112
SHEET 2 OF 6
DWG Na.O 6112 0 2

_,7~3
'~ ± PLAN VIEW
RIPRAP WETLAND PROTECTION
TOP OF SILL
+6" MHW

5~ ,.
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+s" MHw o
W
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n
END VIEW ,,~
~~,.:
PROTECTioN slit ..~ ~ ~~o~
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NOTES:
1) SILL TO 8E CONSTRUCTED WITH CLEAN RIP-RAP AND STONE,
ABSENT OF ANY FOREIGN MATERIALS
2) SILL SHALL BE NO MORE THAN 5' WATERWARD OF THE
ENVIRONMENTAL AREA
3) SILL HEIGHT TBD BASED ON SITE CONDITIONS. IT IS NOT TO
EXCEED 6" ABOVE MHW
4) SILL WIDTH SHALL NOT EXCEED 15' ACROSS THE BASE
5) SILL SHALL BE MARKED AT MAXIMUM 50' INTERVALS WITH YELLOW
REFLECTORS. HEIGHT OF REFLECTORS SHALL BE 3' MINIMUM
ABOVE MHW
6) SILL TO BE APPROXIMATELY 2,590 C.F. IN VOLUME
92'
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SUED FOR: DATE:
FOREST CITY
LAND GROUP
BAL GRA
HARBOR
TYPICAL
RIPRAP
WETLAND
PROTECTION
SILL
DETAILS
REV 2
06-112
~ CROSS SECTION
RIPRAP WETLAND PROTECTION
NOT FOR CONSTRUCTION
SHEET 5 OF 6
DWG No.061 1205

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FOREST CITY
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06-112
SHEET 6 OF 6
DWG Na.061 1206

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