20180540 Ver 1_CAMA Application_20180413

Coastal Management
ENVIRONMENTAL QUALITY
201 80 540
ROY COOPER
Govenmr
MICHAEL S. REGAN
Secretary
BRAXTON DAVIS
Director
April 10, 2018 RECEIVED
APR 13 2019
TO: Karen Higgins
401 & Buffer Permitting Unit dENR•LAN9 QUALITY
DWRANater Quality Permitting STORMV*kTgA Pt RMITT'INO
FROM: Heather Coats, Assistant Major Permits Coordinator
NCDEQ - Division of Coastal Management
127 Cardinal Drive Ext., Wilm., NC 28405 heather. coats(aD_ncdenr.gov
Fax: [phone] (Courier 04-16-33)
SUBJECT: CAMA / Dredge & Fill Application Review
Applicant: Carolina Beach Boatyard & Marina
Project Location: 917, 919, 923 and 924 Basin Rd., and 914, 916, 918, and 924 St. Joseph St.,
adjacent to the CB Yacht Basin in Carolina Beach, New Hanover County
Proposed Project: to reinforce an existing bulkhead, construct a new dry stack facility, warehouse,
parking lot, and lift pad with associated dredging
Please indicate below your agency's position or viewpoint on the proposed project and
return this form to Heather Coats at the address above by May 3, 2018. If you have any
questions regarding the proposed project, contact Courtney Spears at [phone] when appropriate
in-depth comments with supporting data is requested.
REPLY: This agency has no objection to the project as proposed.
"Additional comments may be attached"
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 DATED
State of North Carolina I Environmental Quality I Coastal Management
127 Cardinal Drive Ext., Wilmington, NC 28405
910-796-7215

DIVISION OF COASTAL MANAGEMENT
FIELD INVESTIGATION REPORT
1. APPLICANT'S NAME: CBBY, LLC c/o David Pierce, MAJOR MODIFICATION 137-12
2. LOCATION OF PROJECT SITE: 917, 919, 923, and 924 Basin Road and 914, 916, 918, and 924 Saint
Joseph Street, adjacent to Carolina Beach Yacht Basin and Myrtle Grove Sound, in Carolina Beach,
New Hanover County.
Photo Index - 2006: 21-7379, R 19-20 Latitude: 34002'32.06°N Longitude: 77153'31.99"W
3. INVESTIGATION TYPE: CAMA/D&F
4. INVESTIGATIVE PROCEDURE: Date of Site Visit — 3/7/18
Was Applicant Present — Yes
5. PROCESSING PROCEDURE: Application Received — initial - 3/5/18, Complete — 4/5/18
Office — Wilmington
6. SITE DESCRIPTION:
(A) Local Land Use Plan — Town of Carolina Beach
Land Classification From LUP — Developed (high ground), Conservation (open water)
(B) AEC(s) Involved: EW, PTA, ES
(C) Water Dependent: Yes
(D) Intended Use: Commercial
(E) Wastewater Treatment: Existing — Municipal
Planned - N/A
(F) Type of Structures: Existing — bulkhead, floating docks, travel lift and wash -down pit, and
associated upland development including multi -use building,
parking, and boat storage
Planned — reinforcement of existing bulkhead and construction of lift pad,
excavation of an area of open water, and upland development for dry
stack storage and work racks
(G) Estimated Annual Rate of Erosion: N/A
Source — N/A
7. HABITAT DESCRIPTION:
[AREA]
DREDGED FILLED QIHER
(A) Coastal Wetlands
(B) Open water
490 ft2
(basin)
(C) Other (Highground)
816 ft2
26,000 ft2
(concrete pad —
(disturbed -
in AEC)
outside AEC)
(D) Total Area Disturbed: 27,306 ft2 (0.6 acres)
(E) Primary Nursery Area: No
(F) Water Classification: SB Open: No
8. PROJECT SUMMARY: The applicant proposes to reinforce an existing bulkhead and construct a new
lift pad south of the existing travel lift with associated dredging, and to construct 48 dry stacks, 10 work
racks, a warehouse, an office, and new parking.

CBBY, LLC c/o David Pierce MAJOR MODIFICATION 137-12
Page 2
9. PROJECT DESCRIPTION:
The project site is located at 914, 916, 917, 918, 919, 923, and 924 Basin Road and 924 Saint Joseph
Street, adjacent to the Carolina Beach Yacht Basin and Myrtle Grove Sound, in Carolina Beach, New
Hanover County. The project site consists of eight (8) contiguous lots located at the terminal end of
Basin Road. To locate the project site from the Wilmington Regional Office (WiRO), travel from
Wilmington into Carolina Beach on Carolina Beach Road (NC Hwy 421) for approximately 12 miles
south. Continue over Snows Cut Bridge for approximately 1.3 miles south until you reach St. Joseph
Street. Turn left onto St. Joseph Street and travel north approximately 0.25 miles until you reach Yacht
Road, which will be located on the right. Turn right and continue on Yacht Road until it turns left onto
Basin Road. Continue to travel on Basin Road until it terminates at the properties of interest.
The existing uses adjacent to the project site consist of single-family residences within the Federal
Point Homeowners Association along with the associated Federal Point Yacht Club Marina, which is to
the south of the property. This marina currently accommodates approximately 109 slips. The property
to the north is currently developed with an approximately 26 slip private marina along with associated
parking and accessory buildings, which is currently owned by Mona Black Marina LLC.
Existing structures on the highground portion of the site currently consist of a small storage building on
the western end of the property (923 Basin Road) and a residence/warehouse (917 Basin Road). The
eastern end of the site borders the Carolina Beach Yacht Basin/Myrtle Grove Sound (923 and 924
Basin Road). A new Marina Store/residence (20' by 40') with four (4) parking spaces on the high
ground outside the AEC is authorized via State Permit 137-12, but has not been constructed. Existing
water dependent structures along the approximately 160' of shoreline consists of a sheet pile bulkhead,
constructed around a small upland boat basin, measuring approximately 50' in length by 18' in width.
The basin accommodates a travel lift which launches and retrieves vessels for maintenance into the
basin. Two (2) three -foot -wide travel pads extend approximately 45' in length and 19' apart along the
basin. The travel lift also has a highground wash down area within the Coastal Shoreline 30 -foot buffer
on the landward side of the bulkhead, measuring approximately 45' in length by 19' in width. The wash
down area has a water recirculation pump system with solids and petroleum removal capabilities
installed to treat the water. Along the northern terminus of the basin area there is an existing boat ramp
that is currently earthen, but is authorized to be replaced with a new concrete ramp, measuring
approximately 30' in length by 12' in width, which would extend approximately 20' below the NHW
boundary. Waterward of the existing bulkhead on the southern end of the terminus of the travel lift
basin is an access pier leading to a floating dock measuring approximately 160' in length by 8' in width.
This floating dock terminates onto a second floating dock, measuring approximately 20' in length by 8'
in width, which is oriented towards the north creating an "L -head" configuration. Three (3) floating finger
piers are authorized by State Permit No. 137-12 each measuring from 14' in length by 5' in width, and
spaced approximately 28' along the northern edge of the floating dock, but they have not been
constructed. Four (4) mooring pilings are also authorized between these finger piers, but have not been
installed. With the current configuration, this docking facility accommodates thirteen (13) vessels, and
with the authorized configuration could accommodate up to sixteen (16) vessels.
Mature live oak trees and wild grasses characterize the upland portion of the site. The northern portion
of the site (923 Basin Road) follows the landward edge of coastal and §404 wetlands consisting
primarily of Black Needle Rush (Juncus roemarianus) and Smooth Cordgrass (Spartina alterniflora).
The Carolina Beach Land Use Plan classifies adjacent waters as Conservation, and the adjacent high
ground portion of the project area as Developed. The waters of the Carolina Beach Yacht Basin/Myrtle
Grove Sound are classified SB by the Division of Water Resources. They are NOT designated as a
Primary Nursery Area by the N.C. Division of Marine Fisheries and they are CLOSED to the harvest of
shellfish.

CBBY, LLC c/o David Pierce MAJOR MODIFICATION 137-12
Page 3
10. PROPOSED PROJECT:
The applicant proposes modify State Permit No. 137-12 to reinforce an existing bulkhead and construct
a new lift pad south of the existing travel lift with associated dredging, and to construct forty-eight (48)
dry stacks, ten (10) work racks, a warehouse, an office, and new parking. The application states that
the existing bulkhead south of the travel lift would be reinforced with extra piles and deadmen to ensure
safety for the construction of a new, upland concrete pad measuring approximately 75' in length by 12'
in width. The new concrete pad would mirror the configuration of the existing concrete pad to the north
of the travel lift, and would be sloped toward the central concrete pad with recycling system (See Sheet
3 of 3). The proposed area for the new concrete pad would be entirely within the 30' Coastal Shoreline
AEC buffer. The western half of the area proposed for the concrete pad is currently graveled and the
eastern half is vegetated by lawn grass and used as a sitting area with a picnic table. To access the
new concrete pad, maintenance excavation is proposed just waterward of the existing bulkhead. The
area to be excavated would measure approximately 35' in length by 14' in width and the application
states existing water depths are approximately -2' at normal low water (N LW). The applicant proposes
to excavate to -5' at NLW which is the permitted excavation depth of the remainder of the basin area.
According to the workplan drawings, connecting water depths are -8' at NLW (See Sheet 3 of 3). The
material would be excavated mechanically by bucket -to -barge method, which would result in the
removal of approximately 45 cubic yards (cy) of material. The excavated material would then be placed
on the highground portion of the western end of the site in an area measuring approximately 50' by 50',
landward of the 30' Coastal Shoreline AEC buffer and stabilized by silt fencing. Once the material is
dewatered, it would be spread onto the highground area.
Proposed upland development includes a dry stack facility capable of storing forty-eight (48) small
vessels with ten (10) work racks (914-918 St. Joseph Street) measuring approximately 92' in length by
90' in width. Associated parking with this dry stack area would measure approximately 95' by 40' and
100' by 35' (See Sheet 3 of 3). This building and parking area would be located landward of the
Estuarine Waters and Public Trust AECs. On the northwestern corner of the property (924 St. Joseph
Street) would be a mixed -used building consisting of an office and warehouse measuring approximately
77' by 40' with an associated parking lot measuring approximately 15' by 25'. The area where this
building is proposed would also be the spoil disposal site for the proposed excavation. This building and
parking area would also be located landward of the Estuarine Waters and Public Trust AECs.
11. ANTICIPATED IMPACTS:
The proposed maintenance excavation would disturb approximately 490 ft2 soft bottom area, and would
result in the removal of approximately 45 cy of material. The material would be placed on the project
site and would result in the disturbance of approximately 2,500 ft2 of highground once the material has
de -watered and is spread out on-site. The proposed concrete pad would fill approximately 900 ft2 within
the Coastal Shoreline 30' buffer, 450 ft2 of which is currently pervious and vegetated with lawn grass,
and 450 ft2 of which is currently impervious. The proposed upland development portion of the project
outside the AEC would disturb approximately 26,000 ft2 of upland area or approximately 32% of the
entire tract. Total impervious surface coverage within the 75 -foot Estuarine Shoreline AEC would be
approximately 84%, 79% of which is currently impervious. The new concrete pad would result in the
conversion of 5% of the AEC from pervious to impervious. The application states that a stormwater
permit has been submitted for review. The proposed impervious area associated with the multi -use
building and the associated parking areas would be located landward of the Coastal Shoreline 30 -foot
buffer area.
Submitted by: Courtney Spears Date: 4/6/18 Office: Wilmington

CAROLINA MARINE CONSTRUCTION, INC.
6400-8 Carolina Beach Rd. #212 Wilmington, NC 28412 910-793-4143
October 23, 2017
To: DENR
Attn: Courtney Spears / Cameron Weaver
Re: Carolina Beach Boatyard & Marina
NARRATIVE
As per our previous conversation, we would like to modify permit #137-12 to allow for the addition of a small lift
well for a fork lift to service small vessels 48 dry stacks, 10 service racks (placed on yard where needed, see
attached plans). The current existing permitted lift well with wash down recycling system is functioning perfectly
for servicing larger vessels. The owners have developed a steady client base over the last few years with the
services they are cvuently offering the community. In doing so, they have discovered that there is also a large
demand for the ability to launch/haul, service and store smaller vessels on Pleasure Island.
I have attached plans depictin&what has been permitted and is currently existing, what has been permitted but yet to
be completed and what is being proposed along with the associated locations. Carolina Beach Boatyard and
Marina would like to continue servicing their established clients with the larger vessels but would also like to offer
those same services to the local boating community with smaller boats. The proposed concrete pad to the south
side of the existing lift well will be sloped back to the existing concrete pad with recycling system This will ensure
that any run-off or bilge water will be captured, treated and recycled. The existing bulkhead wail will be reinforced
with extra piles and deadmen to ensure safety. A small area (apx 12' x 20') will need to be excavated to a depth of
5' MLW to allow for launching and retrieving of vessels by forklift and will not be tide depended. Proposed
dredging will connect with permitted -5 MLW. Approximately 45 cubic yards is proposed to be removed and will
be utilized on site as fill. Maintenance dredging was included in the original permit along with a permitted spoil site
for future maintenance.
The (48) dry stack slips and (10) service racks will allow space for the necessary routine boat repair and
maintenance that many local residents currently do not have. It will also provide a place for locals to keep their
boats, helping reduce the number of people utilizing the Marine Wildlife Fisheries boat ramp on Pleasure Island. It
will also offer people who are elderly or have specials needs a location to safely access their vessels safely with the
staffs assistance. All proposed storage and maintenance of vessels will be located as far from the accessible water
as is feasibly possible. Parking has also been considered in the proposed plans and is depicted in the drawings. The
construction of (3) 4' x 20' permitted finger docks allows for the (14) permitted wet slips and will allow both Iarger
and smaller vessels a staging area when using their boats.
The amount of water front property available to the public is continuing to diminish. Pleasure Island currently does
not have a business that offers these services along with water access to their residents. The addition of the
proposed concrete pad and associated lift well and dry stacks will help to satisfy the local public's need for
commercial and recreational water access. If you have any questions or need anything further, please do not hesitate
to call my cell 910-470-6610.
Thank you
Michael Conard
t�CLi=RVC�

WFUUTIONfer
Major lovelopment-Pormn
(last revised 12127/06)
North Carolina DIVISION OF COASTAL MANAGEMENT
1. Primary Applicant/ Landowner Information
Business Name
Project Name (if applicable)C�/
Carolina Beach Marine Sales & Service
Carolina Beach Boatyard & Marina
A An l+ ED
Applicant 1: First Name
MI
Last Name
3 2018
David
Last Name
Pierce
R
B.
Conard
Agent/ Contractor 2: First Name
Applicant 2: First Name
MI
Last Name
,4 wuAtj
PO Box
City
State
If additional applicants, please attach an additional page(s) with names listed.
Mailing Address
PO Box
City
ZIP
State
923 Basin Rd
Carolina Beach
Phone No. 2
INC
ZIP
Country
Phone No.
FAX No.
28428
USA
910 - 707-1007 ext.
- -
Street Address (if different from above)
City
State
Street Address (if drffen:nt from above)
ZIP
Email
State
ZIP
davidpiercq@_yahoo.com
Wilmington
2. AgentlContractor Information
Business Name
Carolina Marine Construction, Inc
Agent/ Contractor 1: First Name
MI
Last Name
Michael
B.
Conard
Agent/ Contractor 2: First Name
MI
Last Name
Mailing Address
PO Box
City
State
6400-8 Carolina Beach Rd #212
Wilmington
NC
ZIP
Phone No. 1
Phone No. 2
28412
910 -470 - 6610
ext.
910 - 793 - 4143 ext
FAX No.
Contractor #
NC 58629
Street Address (if drffen:nt from above)
City
State
ZIP
4925 Red Heart Dr
Wilmington
NC
28412 -
Email
[e-mail]
RF-CE-kiEL=J
<Form continues on back> `SCM ,fi1LMNGT0N, NC
252-508-2808 ., 1-888-4RCOAST ., www.nr.coastaimanagenent.net

Form DCM MP -1 (Page 2 of 4)
APPUCATION for
Major Developmer t Permit
3. P>r ject Location
a. Total length of shoreline on the tract (ft)
County (can be multiple)
6-V
011001
c. Size of individual lot(s)
New Hanover
Street Address
NWL (normal waterleveo
State Rd #
U-8- ONHW or ONWL
923 Basin Rd.
Grass, shrubs, small trees
f. Man-made features and uses now on tract
Subdivision Name
City
A small commercial marina is to the north. Federal Point Yacht lub, a private marina with 108 slips and 18 residenences is
State
Zip
i. Is the proposed project consistent with the applicable zoning?
Carolina Beach
NC
28428 -
Phone No.
Lot No.(s) (ii many, ataddi0ional page with 14
910 - 707-1007 ext
attached page, , ,
a. In which NC river basin is the project located?
b. Name of body of water nearest to proposed project
Cape Fear
Carolina Beach Boat Basin
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 OManmade OUnknown
ICWW / 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 ONo
work falls within.
Carolina Beach
%r
4. Site Description PAA
a. Total length of shoreline on the tract (ft)
b. Size of entire tract (sq ft)
6-V
011001
c. Size of individual lot(s)
d. Approxfinate elevation of bad above NHW (normal high water) or
NWL (normal waterleveo
(If many lot sizes, please attach additional page with a fist)
U-8- ONHW or ONWL
e. Vegetation on tract
Grass, shrubs, small trees
f. Man-made features and uses now on tract
Office, yard, travel lift, lift well, boat ramp, floating docks, recyclable wash down system
g. Identify and describe the existing land uses adjacent to the proposed project site.
A small commercial marina is to the north. Federal Point Yacht lub, a private marina with 108 slips and 18 residenences is
to the south. A small marine repair facility is also adjacent to the south side.
h. How does local government zone the trail?
i. Is the proposed project consistent with the applicable zoning?
Commercial
(Attach zoning compliance certificate, if applicable)
®Yes ONo ONA
j. Is the proposed activity part of an urban waterfront redevelopment proposal? Oyes ONO
k. Has a professional archaeological assessment been done for the trail? If yes, attach a copy. Oyes ®No ONA
If yes, by whom?
1. Is the proposed project located in a National Registered Historic District or does it involve a OYes ®No ONA
National Register listed or eligible property?
RECEIVED
<Form continues on next page> DCM WILMINGTON, NC
252-808-2808 .. 1-888-4RCOAST .. www.nccoastaimartagemen'..net

Form DCM MP -1 (Page 3 of 4)
APPLICATION for
Major Development Permit
m. (i) Are there wetlands on the site? ®Yes []No
(h) Are there coastal wetlands on the site? ®Yes ❑No
(IRR) if yes to either (t or (n) above, has a delineation been conducted? JYes ®No
(Attach documentation, if available)
n. Describe existing wastewater treatment facilities.
A wash down recycling system has been installed
o. Describe existing drinking wafter supply source.
City water
p. Describe existing storm water management or treatment systems.
Concrete pad and adjacent areas are sloped so the wash down recyling system catches run-off and wash down water.
5. Activfes and Impacts
a. Will the project be for commercial, public, or private use? ®Commercial ❑PubfidGovemment
❑PrivatwCommundy
b. Give a brief description of purpose, lase, and daily operations of the project when complete.
Launching and hauling of both large and small vessels. Basic repairs and maintenance
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 stoned_
.Standard marine construction trade practices vw7l be used for construction. Equipment will consist of a barge mounted
excavator, tug, mini excavator and bobcat skid steer loaders. Dredging will be performed in a bucket to barge method.
d. List all development activities you propose.
Construe a secure bulkhead to south of lift well. Construct a lift pad to haul small vessels with fork lift. Dredge 45 cy to
allow for adequate water depth. Construct 48 dry stacks and 10 work racks (placed on existing yard where needed).
e. Are the proposed activities maintenance of an existing project, new work, or both? Both
f. What is the approximate total disturbed land area resulting from the proposed project? 46,195 ®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 or?
h. Describe location and type of existing and proposed discharges to waters of the state.
The goal is no surface run-off. All pads will slope to recycle wash down system to be collected
i. Will wastewater or stomnwater be discharged into a wetland? []Yes ®No [INA
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>
RECEIVED
DCNIA W!i MINGTON, NC
252-808-2808 .. 1-888-4RCOAST :: WWW.nccoastalmanagement-net

Form DCM MP -1 (Page 4 of 4)
APPUCATION for
Major Development Permit
6. Admonel information
to addition to this cOrrrpleigd apPliicairoR form, (MP -1) the fnttowh►g Ams below, if aXdcable, must be subrrritted in cyder fior the spAWab rr
psdrege to be caonVete Hems (a) — M are ah+vays sA A*Ve to any major development appticatFon. Please oonag the apPROWIdn
instnx#ron bootdet on how to property prepare ft requA d items below.
a. A project narrative.
b. An accurate, dated work plat (nduding 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 stats 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 Federal Point Yacht Club Phone No. 910.458-4201
Address 910 Basin Rd Carolina Beach, NC 28428
Name Mona Black Marina Phone No. 910-458-0575
Address 930 St Joseph St Carolina Beach, NC 28428
Name 1h 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.
MP#137-12
It. Signed consultant or agent authorization form, if applicable.
I. Wetland delineation, if necessary.
j. A signed AEC hazard notice for projects in oceanfront and inletareas. (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.
j T. CeftffieWon 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
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 trutMul to the best of my knowledge.
Date I I i -I I Print Name M1 �✓'
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
RECEIVE=D
DCM it M1Ni :;T0N, NC
252-808-2308 .. 1-888-4RCOAST .. www.nccoastair.,ianagernent.net

Carolina Beach Boatyard & Marina
Address Lot
914 St. Joseph St. Lot 6A/6B Basin View Dev Federal
916 St Joseph St. Lot A-7 Basin View Dev Federal
918 St. Joseph St. Lot A-8 Basin View Dev Federal
924 St. Joseph St
917 Basin Rd.
919 Basin Rd.
923 Basin Rd.
924 Basin Rd.
Lots A-11 / 12 Basin View
Lot A 22/23
Lot A 24 Basin View Dev
Parcel 1 TRS 1-3 & uplands
Parcel 2 TRS 1-3
[1
RECEIVED
DCM WILMINGTON, NC

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 OR activities. All values should be given in feet.
1. EXCAVA770M f Orris sec w notappacaw i
a. Amount of material to be excavated from below NM or NWL in _
Access
Channel
(NLW or
Canal
Boat Basin
Boat Ramp
Rock Groin
Rock
Breakwater
Other
(excludling
shoreline
d. High -ground excavation in cubic yards.
NWL)
0
or other wands (WL)? If any boxes are checked, Provide the
number of square feet affected.
stabWastion
Length
3S
("a) Describe the purpose of the excavation in these areas:
Allow for launching and retrieving small vessels at any tide.
Width
14'
O This secffw not appkable
a. Location of disposal area.
b. Dimensions of disposal area.
On site
50'x50'
c. () Do you claim title to disposal area?
Avg. n9
-Z
QYes ®No [INA
nit If no, attach a Felber granting permission from the owner.
fu) If yes, where?
NA
NA
Depth
—t
Final Project
_5,
NA
NA
Depth
1. EXCAVA770M f Orris sec w notappacaw i
a. Amount of material to be excavated from below NM or NWL in _
b. Type of material to be ffl=Vated.
cubic Yam
Sandy loam
45 cy
a 17 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),
0
or other wands (WL)? If any boxes are checked, Provide the
number of square feet affected.
OCW OSAV OSB
OWL ®None
("a) Describe the purpose of the excavation in these areas:
Allow for launching and retrieving small vessels at any tide.
2. DISPOSAL OF EXCAVATE© MATERIAL
O This secffw not appkable
a. Location of disposal area.
b. Dimensions of disposal area.
On site
50'x50'
c. () Do you claim title to disposal area?
d. n Will a disposal area be available for future maintenance?
®Yes Oft [INA
QYes ®No [INA
nit If no, attach a Felber granting permission from the owner.
fu) If yes, where?
e. (i) Does the disposal area include any coastal wetiandslmarsh
(CM, submerged aquatic vegetation (SAV). shell bottom (SB),
or other wetlands (WL)? If any boxes are checked, provide the
number of square feet affected.
OCW OSAV OSB
OWL ®None
fi Describe the purpose of disposal in these areas:
Use as fill to build up low areas around proposed office
(� Does the disposal include any area in the water?
OYes 1KNo [INA
(it) If yes, how much water area is affected?
RECEIVED
DCM V`•11� A NG i ON, NC

Plum DCM P-2 (Excaf3t!0P ane Fill, Page 2 of 2;,
3 SHOREUNE STABILIZATION ®This sawat not applicaMe
(!f develalpment is a wood groat, use AdP-4 — Strudures)
a. Tvoe of shoreline stabilization: b_ Lenoth-
[]Bulkhead []Riprap []Breakwater/Sill [19ther. Width:
a Average distance waterward of NHW or MNL: d. Maximum distance waterward of NM 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. n Has there been shoreline erosion during preceding 12
months?
[]Yes DNo DNA
(n) If yes, state amount of erosion and source of erosion amount
information.
h. Type of fill material.
4. OTHER FILL ACTMTIES ® This sectio» not appffcable
(Exduding Shoreline Stabilization)
a. () Will fill material be brought to the site? []Yes []No DNA b. n Will fill material be placed in coastal wetlands/marsh (CW).
If yes,
(u Amount of material to be placed in the water
m Dimensions of fill area
(tv) Purpose of fill
5. GENERAL
a. How vvaill excavated or fill material be kept on site and erosion
controlled?
Silt fence will be installed. Will be graded and seeded atter
construction is complete
b.
c. (i) Will navigational aids be required as a result of the project? d.
[]Yes ®No []NA
(n] If yes, explain what type and how they will be implemented.
submerged aquatic vegetation (SAV), shell bottom (SB), or
other wetlands (WL)? If any boxes are clu dwd, provide the
number of square feet affected.
[]CW DSAV DSB
[]WL []None
0) Describe the purpose of the fill in these areas:
What type of construction equipment will be used (e.g., draglkae,
backhoe, or hydraulic dredge)?
Bucket to barge- Excavator on barge with bin walls and ramp
n Will wetlands be crossed in transporting equipment to project
site? 0Yes ONO []NA
u If yes, explain steps that wall be taken to avoid or minimize
environmental impacts.
Applicant Name RECDVEO
Date
'' pCi�q `1VILi�I�!G_; 0N, NC
4 YOUL. Appli n Signature
Project Name

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 UPLANUI DEVELOPMENT I
a. Type and number of buildings, facilities, units or structures b. Number of lots or parcels.
prop- 8
48 unit dry stack, office / warehouse, 10 work raks and
associated parking
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). AGM 4/116 ditches, eta
(1) existing residence (1) future residence - al V" fefo► tjeA ` +1- 46, 195 sq ft
1A
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?
DYes ®No ❑NA
(i) if yes, list the date submitted:
f. List the materials (such as marl, paver stone, asphalt or concrete)
to be used for impervious surfaces.
concrete
g. Give the percentage of the bad 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 5tomhwater Certification.
pavement, building, rooftops, or to be used for vehicular driveways () Has a site development plan been submitted to the Division of
or parking. DDM to 5 Water Quality for review?
41gi� XYes []No [INA
i. Give the percentage of the entire tract to be covered by impervious
and/or buil-upon surfaces, such as pavement, building, rooftops,
or to be used for vehicular drivev iys or parking.
v L&it Tib
j. Describe proposed method of sewage disposal.
Town of Carolina Beach
I. Describe location and type of proposed discharges to waters of the
state (e.g., surface runoff, sanitary wastewater, industriall
commercial effluent, wash down' and residential discharges).
Minor surface run-off. Pads adjacent to water slopes back
to recycling wash down system
n If yes, list the date submitted:
k. Have the facilities described in Item (i) received state or local
approval?
[]Yes Xlo ONA
If yes, attach appropriate documentation.
m. Does the proposed project include an innovative storms rater
design?
)irfes []No [INA
If yes, attach appropriate documentation.
RECEIVED
DCM WILMINGTON, NC
252-808-28082 :: 1-888-4RCOAST :: www.necoastaimana_qement.net revised: 12126106

Form DCM MP -3 (Upland Development, Page 2 of 2)
m. Describe proposed drinking water supply source (e.g., well,
commune►, public system, etr—)
Town of Carolina Beach
o. When was the lots) platted and recorded?
August 10, 2012
Il� F 17
Date
OWim
WWRAWMA
n. n Will water be impounded? OYes ®No ONA
CH) ff yes, how many acres?
p. ff proposed development is a subdivision, will additional utilities be
installed for this upland development?
OYes ❑No ®PIA
RECEVED
DCM WILMINGTON, NC
252-808-2808 :: 1-888-4RCaAST :: wlArm.necoastaimanagernent.net reviser!: 12126106

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RECEIVED
DCM WILMINGTON, NC
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