20110825 Ver 1_CAMA Application_20170217

Coastat_Mafta etnent
EN:VIRONMENTA{ 4UALITY
0 J
February 14, 2017
MEMORANDUM:
TO:
FROM:
SUBJECT:
Applicant:
Karen Higgins
Division of Water Resources
Gregg Bodnar
Major Permits Processing Coordinator
ROY COOPER
0overnor
MICHAEL S. REGAL-
Seexefary .:
B.RAXTON C. DAVIS
Director
CAMA/DREDGE & FILL Permit Application Review
Blue Treasure, LLC (Beaufort East Village/Community Dock)
Project Location: Carteret County, at 2203 Front Street, along Taylors Creek, in Beaufort.
Proposed Project: Proposes Major Mod to #137-11 to include reconfiguring the existing 2 -slip
docking facility, add a floating kayak launch to the NW of existing pier and
excavate around the kayak location.
Please indicate below your agency's position or viewpoint on the proposed project and return this form by
March 6, 2017. If you have any questions regarding the proposed project, please contact Heather Styron,
Permit officer at [phone]. Ext. 216. When appropriate, in-depth comments with supporting data is
requested.
REPLY: This agency has no objection to the project as proposed.
This agency has no comment on the proposed project.
This agency approves of the project only if the recommended changes are
incorporated. See attached.
This agency objects to the project for reasons described in the attached comments.
SIGNED DATE
State of North Carolina I Environmental Quality, I Coastal Management
Morehead City Office: 1 400 Commerce Avenue I Morehead City, NC 28557
2328082&08

r
DIVISION OF COASTAL MANAGEMENT
FIELD INVESTIGATION REPORT
1. APPLICANT'S NAME: Blue Treasure LLC (Beaufort East Village, Community Dock)
2. LOCATION OF PROJECT SITE: 2203 Front St along Taylors Creek, in Beaufort,
Carteret County.
Photo Index - 2006: 42-6407 grids T (21), S (21),
State Plane Coordinates -Longitude: 34 42 38 86N Latitude: 76 3814 70W
3. INVESTIGATION TYPE: CAMA/D&F
4. INVESTIGATIVE PROCEDURE: Dates of Site Visit — 2/9/17
Was Applicant Present — No
Photos Taken — No
5. PROCESSING PROCEDURE: Application submitted: 9/15/16
Application Received Complete —1/18/17
Office - MHC
6. SITE DESCRIPTION:
(A) Local Land Use Plan — Beaufort- Certified 1/26/2007
Land Classification From LUP — Low & Medium Density
Residential/Conservation
(B) AEC(s) Involved: ES
(C) Water Dependent: No
(D) Intended Use: Commercial
(E) Wastewater Treatment: Existing — None
Planned — None
(F) Type of Structures: Existing — bulkhead, fence, decking, dock; platform, finger
piers and pilings on Taylors Creek
Planned- improvements to existing dock and excavation
(G) Estimated Annual Rate of Erosion: N/A
Source — N/A
7. HABITAT DESCRIPTION:
EXCAVATE FILLED OTHF,R
(A) Shallow Bottom Habitat
4,318 ft2
N/A
N/A
(B) Open water (new work)
N/A
N/A
801 ft2 Inc.
(D) Total Area Disturbed: 5,119 ft2
(E) Primary Nursery Area: No
(F) Water Classification: SC (Taylors Creek) Open: No
8. Project Summary:
The proposed project is a major modification to active CAMA major permit 137-11. The
applicant is requesting to reconfigure the existing 2 -slip docking facility, add a floating
kayak launch to the northwest of the existing pier and excavate around the proposed kayak
location and the area enclosed by the existing footprint of the development area.

Field Investigation Report:
Blue Treasure LLC
Page 2 of 2
9. Narrative Description:
The Blue treasure LLC (Beaufort East Village, community dock) project is located at 2203
Front St. in the Town of Beaufort, Carteret County. The site is found by turning right off of
Hwy 70 East onto Live Oak Street. Follow this road to the stop sign then turn left (east) onto
Front Street. Follow Front Street for approximately 6,400' to the site (located on the right). It
is not located within the Beaufort Historic District or the National Historic District.
The property located along Taylors Creek, (2203 Front Street) is 20,560 square feet (.472
acres) in its entirety. The average elevation of the tract is 8' above nhw and is developed with
an existing bulkhead, fence, pier, dock, tie pilings and two existing slips. The project is
adjacent to single family homes to the east and west along Taylors Creek. The shoreline along
the Taylors Creek section has been stabilized by an existing bulkhead and is bordered by
coastal wetlands. The bottom composition is mostly silt and sand.
The coastal wetlands along Taylors Creek is comprised mostly of Smooth Cordgrass (Spartina
alterniflora), Salt Meadow Grass (Spartina patens) and Black Needlerush (Juncus
roemerianus). The Division of Water Quality classifies the waters of Taylors Creek as SC, is
not designated as a Primary Nursery Area and closed to the taking of shellfish. The Town of
Beaufort's Land Use Plan classifies this area as low and medium density residential with
Conservation within the AECs. There are no shellfish resources in the area.
10) Proposed Development:
The -applicant wishes to improve the existing 2 -slip docking facility as well as dredge
along the west side of the existing pier.
As an amenity to the previously permitted subdivision, the applicant is proposing the
addition of a 12' x 36' (432 sf) floating platform at the south end of the existing pier and
platform. It would be located within one of the existing slip areas. There are three existing
pilings that would be removed as well. The platform would be located one to three feet
landward (north) of the USACOE channel setback and would be accessed via a gangway
and a 5.5' x 6' platform. All portions of the floating platform would be a minimum of 15'
from the riparian access lines.
The applicant is also proposing a kayak launch on the north west end of the existing pier. It
would extend from the existing bulkhead via a gangway. The gangway would intercept a 6'
x 18' (108sf) floating platform. There would be three 4' x 12' (48 sf each) finger piers as
well. This would designate two kayak slip areas. The kayak launch would be stabilized by
cables and rods that would extend 16' waterward from the existing bulkhead. There would
be a total of 4 slip areas (2 existing and 2 new) for the property.
The final portion of this project modification is to excavate within the kayak launch area as
well as the development footprint waterward of this area. (west side of existing pier). The
existing water depths area average of .5' nlw with connecting depths of —6' plus. The
applicant is proposing a 34' x 127' x -3'nlw (final depth) excavation footprint. A total of

Field Investigation Report:
Blue Treasure LLC
Page 3 of 3
399 cubic yards of material would be removed. The disposal area would be located at 790
HWY 101 in Beaufort NC.
9) Anticipated Impacts:
There would be no impacts to coastal wetlands or Public Trust/ Estaurine Waters with the
proposed development. All excavation would be a minimum of 5' from the edge of coastal
wetlands. The excavation within Taylors -Creek would temporarily disturb 4,318 ftz of
shallow sand and silt bottom habitat and remove 399 cubic yards of material from the
system. The increases in suspended sediment and turbidity levels from the dredging will be
temporary, occur while the dredging operation is taking place and would be minimal given
the sand/silt bottom composition. Maintenance excavation would likely occur as needed to
maintain the operation of these areas. The proposed platform and proposed kayak launch
would remain within the previous development footprint area. The proposed floating
platform would not exceed a maximum distance of 161' from the marsh edge. The
proposed platform addition and the proposed kayak launch area would shade and
incorporate a total of 801 ft' of open water and has the potential to cause temporary
turbidity during construction. There is the potential for side -to docking at the waterward
(south) end of the proposed floating platform for loading and unloading. The proposed
stabilization cables and rods extending from the bulkhead to the proposed kayak launch
have the potential to cause a navigation issue by kayaks or smaller john boats due to the
low height above nhw.
Name: Heather M. Styron Date: 2/14/17 Office: Morehead City

-- CAMA Major Permit Application - Project Narrative
Beaufort East Village Community Dock Improvements
2203 Front Street, Beaufort, Carteret County, North Carolina
Blue Treasure, LLC — owner/applicant
August 9, 2016
Purpose:
With this application, Blue Treasure, LLC, requests improvements to the existing Beaufort East
Village community dock. Beaufort East Village is an approved planned unit development in the
Town of Beaufort located north of Lennoxville Road, between Lennoxville Road and Turner
Creek. A common area parcel (Carteret Parcel 730508989229000) located at 2203 Front Street
and with riparian rights to Taylor Creek provides water access for the subdivision. The parcel
currently contains an existing fixed pier, fixed finger pier and fixed dock. The addition of more
easily accessible floating docks is proposed in this application.
Existing Conditions:
The common area lot is approximately 0.5 acres in size and is maintained as a grassed lawn with
landscaped shrub beds. Fencing with a gate and wooden decking also exist. Existing water -
dependent structures include bulkheading, a fixed pier, a fixed finger pier, and a fixed dock with
three mooring pilings.
A narrow fringe of Spartina alterniflora is present waterward of the bulkhead and is
approximately 10 feet in width. Waters of Taylor Creek are designated as "SC waters" by the NC
Environmental Management Commission. Water depths within the riparian corridor of the
property average -0.5' normal low water (NLW) until approximately 120 feet from the bulkhead,
when water depths drop quickly to more than -12' NLW at the existing fixed dock.
The existing pier is approximately six feet in width and extends 185 feet from the bulkhead. An
"L" shaped fixed dock at the terminal end is eight feet wide by 36 feet long. Three mooring
pilings are located approximately 12 feet waterward of the "L" dock and are aligned at the
federal channel's structure setback. A single finger pier (fixed) also exists. A residential boat
ramp exists on the adjacent property to the west, and access to the ramp is through this
property's riparian corridor.
Proposed Improvements:
The addition of two floating docks are requested for easier access. A floating dock would be
added waterward of the existing "C dock. The three existing mooring pilings would be removed
and the waterward edge of the floating dock would be aligned along the former piling locations.
Therefore, there would be no increase to the footprint of existing water -dependent structures
or their extent into the waterbody. The terminal floating dock would be 12 feet wide and 36
feet long and would be accessed from the existing structure by a ramp with a five and a half by
six foot fixed ramp platform.
A second floating dock structure is proposed for a kayak launch. The kayak dock would be
located just west of the existing pier and would be accessed by a ramp from the bulkhead. A six
foot by 18 foot dock with three finger piers (all four feet wide and 12 feet long) would r v
_, E D
Beaufort Village East Community Dock, LAMA Major Permit Application AUG 3 12016
Project Narrative, August 2016
GM- MHD UTY

- - two kayak slips. Cables or rods are proposed to extend from the bulkhead to the floating dock
to stabilize the dock and eliminate the need for structural pilings.
To access the kayak dock, which is sited to fit within the riparian corridor, dredging is requested
to a depth of -3' NLW. Proposed dredging would tie into the existing -3' NLW contour. The
dredge area is approximately 127 feet by 34 feet in size, and 3 cubic yards is the anticipated
dredge volume. The dredging contractor has identified property located at 710 Hwy 101,
Beaufort as the spoil disposal location. Dredging would be done using a bucket to barge or
clamshell method. Once dewatered on the barge, the sandy bottom material will be
transported by truck to the disposal location.
AUG 31 2016
Beaufort Village East Community Dock, LAMA Major Permit Application
Project Narrative, August 2016

IN MP4
APPLICATION for
Major Development Permit
(last revised 12/27/06)
North Carolina DIVISION OF COASTAL MANAGEMENT
1. Primary Applicant Landowner Information
Business Name
Blue Treasure, Llc
Project Name (if applicable)
Beaufort East Village, Community Dock
Applicant 1: First Name
c/o Mr. Thad
MI
Last Name
Moore
Applicant 2: First Name
MI
Last Name
If additional applicants, please attach an additional page(s) with names listed.
Mailing Address
100 Weston Estates Parkway
PO Box
City
Cary
State
NC
ZIP
27513
Country
USA
Phone No.
919 -481 - 3000 ext.
FAX No.
919 - 677 - 8600
Street Address (if different from above)
City
State
ZIP
Email
[e-mail]
2. AgentContractor Information
Business Name
Land Management Group, Inc.
Agent/ Contractor 1: First Name
MI
Last Name
Steve
Morrison
Agent/ Contractor 2: First Name
MI
Last Name
Laura
Stasavich
Mailing Address
PO Box
City
State
3805 Wrightsville Avenue, Suite 15
JWilmington
NC
ZIP
Phone No. 1
Phone No. 2
28403
910 - 452 -
0001 ext.
_ ext.
FAX No.
Contractor #
910-452-0060
Street Address (if different from above)
City
State
ZIP
Email
C J
smorrison@Imgroup. net-, [e-mail]
<Form continues on back>
AUG 3 1 2016
i A- MI D CITY

Form QCM MP -1 (Page 2 of 4)
APPLICATION for
Major Development Permit
3. Project Location
County (can be multiple)
Street Address
State Rd. #
Carteret
2203 Front Street
d. Approximate elevation of tract above NHW (normal high water) or
Subdivision Name
City
State
Zip
Beaufort East Village
Beaufort
NC
28516-
8516-Phone
PhoneNo.
Lot No. (s) (if many, attach additional page with list)
ext
791 lots in Beaufort East Village (subdivision already
h. How does local government zone the tract?
permitted and outside AECs), I I ,
a. In which NC river basin is the project located?
b. Name of body of water nearest to proposed project
White Oak
Taylor Creek / Back 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.
®Natural ❑Manmade ❑Unknown
Taylor Creek / Back Sound
e. Is proposed work within city limits or planning jurisdiction?
f. If applicable, list the planning jurisdiction or city limit the proposed
®Yes []No
work falls within.
Town of Beaufort
4. Site Description
a. Total length of shoreline on the tract (ft.)
b. Size of entire tract (sq.ft.)
195 Ift
0.472 -acre
c. Size of individual lot(s)
d. Approximate elevation of tract above NHW (normal high water) or
N/A - already permitted outside AECs,
NWL (normal water level)
(If many lot sizes, please attach additional page with a list)
❑NHW or ❑NWL
e. Vegetation on tract
Upland portions of property (landward of existing bulkhead) is fully landscaped with lawn grasses and ornamental shrubs.
Marsh present waterward of bulkhead is largely Spartina alterniflora.
f. Man-made features and uses now on tract
Landscaping, fencing, decking. Bulkhead. Fixed pier, one fixed finger pier, fixed dock, pilings. Existing boat ramp adjacent
to property to west.
g. Identify and describe the existing land uses adiacent to the proposed project site.
Residential
h. How does local government zone the tract?
i. Is the proposed project consistent with the applicable zoning?
Planned Unit Development (PUD)
(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 [INA
If yes, by whom?
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> AUG 3 12016
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Form DCM MP -1 (Page 3 of 4)
APPLICATIQN for
Major Development Permit
m. (i) Are there wetlands on the site? ®Yes []No
(ii) Are there coastal wetlands on the site? ®Yes ❑No
(iii) If yes to either (i) or (ii) above, has a delineation been conducted? ❑Yes ®No
(Attach documentation, if available)
n. Describe existing wastewater treatment facilities.
Municipal services (no wastewater services required for improvements to existing pier/dock).
o. Describe existing drinking water supply source.
Municipal services.
p. Describe existing storm water management or treatment systems.
Existing development on parcel is all pervious. However, larger Beaufort East Village subdivision has stormwater management
permit.
5. Activities and Impacts
a. Will the project be for commercial, public, or private use? ❑Commercial ❑PublictGovemment
®Private/Community
b. Give a brief description of purpose, use, and daily operations of the project when complete.
Purpose of requested dock improvements is to provide water access, temporary dockage and kayak launch to homeowners
within Beaufort East Village and their invited guests. Daily use will recreational by homeowners and guests.
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_
Standard marine construction techniques and equipment; pile driver for new pilings.
d. List all development activities you propose.
Improvements to existing dock including: (1) addition of a 12'x 36' floating dock and ramp, (2) addition of a floating kayak
launching dock (3) dredging to a final depth of -3' MLW.
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? None ❑Sq.Ft or ❑Acres
g. Will the proposed project encroach on any public easement, public accessway or other area []Yes ®No [INA
that the public has established use of?
h. Describe location and type of existing and proposed discharges to waters of the state.
No discharges to waters of the state are proposed.
i. Will wastewater or stormwater 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 [INA
If yes, attach a mitigation proposal. RECEIV
<Form continues on back> AUG 31 2016
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, Form QCM MP -1 (Page 4 of 4)
APPLICATION for
Major Development Permit
6. Additional Information
In addition to this completed application form, (MP -1) the following items below, if applicable, must be submitted in order for the application
Package to be complete. Items (a) - (t) are always applicable to any major development application. Please consult the application
instruction booklet on how to property prepare the required items below.
a. A project narrative.
b. An accurate, dated work plat (including plan view and cross-sectional drawings) drawn to scale. Please give the present status of the
proposed project. Is any portion already complete? If previously authorized work, clearly indicate on maps, plats, drawings to distinguish
between work completed and proposed.
c. A site or location map that is sufficiently detailed to guide agency personnel unfamiliar with the area to the site.
d. A copy of the deed (with state application only) or other instrument under which the applicant claims title to the affected properties.
e. The appropriate application fee. Check or money order made payable to DENR.
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 Adj to West: Frank and Lynne Potter Phone No.
Address 1307 Redcoat Drive, Charlotte, NC 28211
Name Adj to East Sarah Crosswell Phone No.
Address 2205 Front Street, Beaufort, NC 28516
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.
CAMA permit for existing waterdependent structures (permit
number unknown).
h. Signed consultant or agent authorization form, if applicable.
L Wetland delineation, if necessary_
j. A signed AEC hazard notice for projects in oceanfront and inlet areas. (Must be signed by property owner)
k. A statement of compliance with the N.C. Environmental Policy Act (N.C.G.S. 113A 1-10), if necessary. If the project involves expenditure
of public funds or use of public lands, attach a statement documenting compliance with the North Carolina Environmental Policy Act.
17. Certi>ication and Permission to Enter on Land
I understand that any permit issued in response to this application will allow only the development described in the application.
The project will be subject to the conditions and restrictions contained in the permit.
I certify that. I am authorized to grant, and do in fact grant permission to representatives of state and federal review agencies to
enter on the aforementioned lands in connection with evaluating information related to this permit application and follow-up
monitoring of the project.
I further certify that the information provided in this application is truthful to the best of my knowledge.
Date o2(0 &4 26 l i/ Print Name Sea a 9 t Qd 4 . )1a.5 et C, \m Vit C'
Signature 1,4,t C'. ���•� alt -
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 RECEIVIFED
®DCM MP -4 Structures Information
AUG 3 12016
_; MHD CITY
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Form DCM MP -2
EXCAVATIO14 and FILL
(Except for bridges and culverts)
Attach this form to Joint Application for CAMA Major Permit, Form DCM MP -1. Be sure to complete all other sections of the Joint
Application that relate to this proposed project. Please include all supplemental information.
Describe below the purpose of proposed excavation and/or fill activities. All values should be given in feet.
1. EXCAVATION ❑This section not applicable
a. Amount of material to be excavated from below NHW or NWL in b. Type of material to be excavated.
cubic yards. Sandy submerged bottom sediments
- 399 cy
c. (i) Does the area to be excavated include coastal wetlandstmarsh
(CW), submerged aquatic vegetation (SAV), shell bottom (SB),
or other wetlands (WL)? If any boxes are checked, provide the
number of square feet affected.
❑CW ❑SAV []SB
OWL ®None
(ii) Describe the purpose of the excavation in these areas:
Provide navigable access to kayak launch.
2. DISPOSAL OF EXCAVATED MATERIAL
a, Location of disposal area.
790 Hwy 101, Beaufort, NC (Parcel 730704717383000)
c. (i) Do you claim title to disposal area?
❑Yes ®No ❑NA
(ii) If no, attach a letter granting permission from the owner.
e. (1) 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 OSB
❑WL ®None
(ii) Describe the purpose of disposal in these areas:
N/A
d. High -ground excavation in cubic yards.
None
bfy§,V ED
.J,0 1 2017
C. 9 '
❑ This section not applicable
b. Dimensions of disposal area.
Parcel is 47.02 acres
d. (i) Will a disposal area be available for future maintenance?
®Yes []No [INA
(ii) If yes, where?
May be used for maintenance if dredging contractor
retains rights and capacity is available.
f. (i) Does the disposal include any area in the water?
❑Yes ®No ❑NA
(ii) If yes, how much water area is affected?
N/A
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Access
Other
Channel
Canal
Boat Basin
Boat Ramp
Rock Groin
Rock
(excluding
(NLW or
Breakwater
shoreline
NWL)
stabilization
Length
127 ft
N/A
N/A
N/A
N/A
N/A
N/A
Width
34 ft
N/A
N/A
N/A
N/A
N/A
N/A
Avg Existing
Depth
-0.5 ft NLW
N/A
N/A
N/A
NA
NA
N/A
Final Project
Depth
-3 ft NLW
N/A
N/A
NIA
NA
NA
N/A
1. EXCAVATION ❑This section not applicable
a. Amount of material to be excavated from below NHW or NWL in b. Type of material to be excavated.
cubic yards. Sandy submerged bottom sediments
- 399 cy
c. (i) Does the area to be excavated include coastal wetlandstmarsh
(CW), submerged aquatic vegetation (SAV), shell bottom (SB),
or other wetlands (WL)? If any boxes are checked, provide the
number of square feet affected.
❑CW ❑SAV []SB
OWL ®None
(ii) Describe the purpose of the excavation in these areas:
Provide navigable access to kayak launch.
2. DISPOSAL OF EXCAVATED MATERIAL
a, Location of disposal area.
790 Hwy 101, Beaufort, NC (Parcel 730704717383000)
c. (i) Do you claim title to disposal area?
❑Yes ®No ❑NA
(ii) If no, attach a letter granting permission from the owner.
e. (1) 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 OSB
❑WL ®None
(ii) Describe the purpose of disposal in these areas:
N/A
d. High -ground excavation in cubic yards.
None
bfy§,V ED
.J,0 1 2017
C. 9 '
❑ This section not applicable
b. Dimensions of disposal area.
Parcel is 47.02 acres
d. (i) Will a disposal area be available for future maintenance?
®Yes []No [INA
(ii) If yes, where?
May be used for maintenance if dredging contractor
retains rights and capacity is available.
f. (i) Does the disposal include any area in the water?
❑Yes ®No ❑NA
(ii) If yes, how much water area is affected?
N/A
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Form DCM MP -2 (Excavation and Fill, Page 2 of 3)
3. SHORELINE STABILIZATION _ _. SThis section not applicable.
(if development is a wood groin, use MP -4 — Structures)
a. Type of shoreline stabilization: b. Length:
❑Bulkhead ❑Riprap ❑Breakwater/Sill []Other,- Width:
c. Average distance waterward of NHW or NWL: d, Maximum distance waterward of NHW or NWL
e. Type of stabilization material: f.
g. Number of square feet of fill to be placed below water level.
Bulkhead backfill Riprap
Breakwater/Sill Other
L Source of fill material.
(i) Has there been shoreline erosion during preceding 12
months?
❑Yes ❑No ❑NA
(ii) If yes, state amount of erosion and source of erosion amount
information.
h. Type of fill material.
4. OTHER FILL ACTIMIES ' ®This section not applicable
(Excluding Shoreline Stabilization)
a. (i) Will fill material be brought to the site? ❑Yes ONO ONA b. (i) Will fill material be placed In coastal wetiands/marsh (CW),
If yes, submerged aquatic vegetation (SAV), shell bottom (SB), or
(ii) Amount of material to be placed in the water other wetlands (WL)? If any boxes are checked, provide the
number of square feet affected.
(iii) Dimensions of fill area ❑CW ❑SAV OSB
(iv) Purpose of fill OWL ❑None
(ii) Describe the purpose of the fill in these areas:
.0 �v
5. GENERAL
e. How will excavated or fill material be kept on site and erosion
controlled?
Bucket to barge dredging (clamshell method) below NLW only.
Any turbidity will be minimized by grain size of sand and small
dredge area.
a�a II -If
b. What type of construction equipment will be used (e.g., dragline,
backhoe, or hydraulic dredge)?
Pile driver
c. (i) Will navigational aids be required as a result of the project? d. (i) Will wetlands be crossed in transporting equipment to project
❑Yes ®No [INA site? ❑Yes ENO ❑NA
(ii) If yes, explain what type and how they will be implemented. (ii) If yes, explain steps that will be taken to avoid or minimize
N/A environmental impacts.
N/A
!f
Beaufort East Village Community Dock
Project Name
Applicant
App"t1iinitu're
2552-808-2808 :: 1-888-4RCOAST :: wvvvv.nccoastalmanagement.net revised: 12/26/06

Form DCM MP -2 (excavation and Fifl, Page 3 of 3)
Er
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,14
252-808-2808-1-888-411COAST:-. www.nccoastaim;!n,agqrinon.t.ne,t revised: 12126/06

Form DCM MP -4
STRUCTURES
(Construction within Public Trust Areas)
Attach this form to Joint Application for CAMA Major Permit, Form DCM MP -1. Be sure to complete all other sections of the Joint
Application that relate to this proposed project. Please include all supplemental information.
1. DOCKING FACILITY/MARINA CHARACTERISTICS
a. (i) Is the docking facility/marina:
❑Commercial ❑PublictGovemment EPrivate/Community
❑ This section not applicable
b. (i) Will the facility be open to the general public?
❑Yes SNo
c. (i) Dock(s) and/or pier(s)
d. (!)Are Finger Piers included? SYes []No
(ii) Number
2 new floating docks- one kayak and one
If yes:
terminal
(ii) Number
3 at kayak dock
(iii) Length
kayak dock 18' terminal dock 36'
(iii) Length
12'
(iv) Width
kayak dock 6': terminal dock 12'
(iv) Width
4-
(v) Floating
EYes []No
(v) Floating
EYes []No
e. (i) Are Platforms included? SYes ❑No
If yes:
(ii) Number 1 -ramp platform at terminal floating dock
(iii) Length 6'
(iv) Width 5_5
(v) Floating []Yes ENo
Note: Roofed areas are calculated fnxn dripline dimensions.
g.. (i) Number of slips proposed
2 permanent slios and 2 temporary kayak launching areas
(ii) Number of slips existing
2 permanent slits
i. Check the proposed type of siting:
❑ Land cut and access channel
SOpen water; dredging for basin and/or channel
❑Open water; no dredging required
❑Other, please describe:
k- Typical boat length: 17' to 20'
m. (i) Will the facility have tie pilings?
[]Yes SNo
(ii) If yes number of tie pilings?
N/A
f. (i) Are Boatlifts included? ❑Yes SNo
If yes:
(ii) Number N/A
(iii) Length N/A
(iv) Width N/A
h. Check all the types of services to be provided.
S Full service, including travel lift and/or rail, repair or
maintenance service
❑ Dockage, fuel, and marine supplies
E Dockage ("wet slips") only, number of slips: =4
❑ Dry storage; number of boats:
❑ Boat ramp(s); number of boat ramps:
❑ Other, please describe:
j. Describe the typical boats to be served (e.g., open runabout,
charter boats, sail boats, mixed types).
Mixed runabouts: kayaks
I. (i) Will the facility be open to the general public?^
El Yes 0 N
252-808-2808:, 1-888- RCOAST : www"nccoastaim-arrag ment.,net revised- 12/27/06

Form DCM MP -4 (Structures, Page 2 of 4)
2. DOCKING FACILITYIMAR1NA OPERATIONS
a. Check each of the following sanitary facilities that will be included in the proposed project.
❑ Office Toilets
❑ Toilets for patrons; Number: ; Location:
❑ Showers
❑ Boatholding tank pumpout; Give type and location:
b. Describe treatment type and disposal location for all sanitary wastewater.
c. Describe the disposal of solid waste, fish offal and trash;
d. How will overboard discharge of sewage from boats be controlled?
e. (i) Give the location and number of "No Sewage Discharge" signs proposed,
(H) Give the location and number of "Pumpout Available" signs proposed.
®This section not applicable
f. Describe the special design, if applicable, for containing industrial type pollutants, such as paint, sandblasting waste and petroleum products.
g. Where will residue from vessel maintenance be disposed of?
h• Give the number of channel markers and "No Wake" signs proposed.
L Give the location of fuel -handling facilities, and describe the safety measures planned to protect area water quality.
j. What will be the marina policy on overnight and live -aboard dockage?
il
k, Describe design measures that promote boat basin flushing?
I. If this project is an expansion of an existing marina, what types of services are currently provided?
m. Is the marina/docking facility proposed within a primary or secondary nursery area?
❑Yes []No
252-808-2808 :: 1-888-4RCOAST :: wvyw.nccoastalmanagemen#.not revised: 12/27106

Form 0CM MP -4 (Structures, Page 3 of 4)
n. Is the marina/docking facility proposed within or adjacent to any shellfish harvesting area?
byes ❑No
o. Is the marina/docking facility proposed within or adjacent to coastal wetlands/marsh (CW), submerged aquatic vegetation (SAV), shell bottom
(SB), or other wetlands (WL)? If any boxes are checked, provide the number of square feet affected.
❑CW ❑SAV OSB
OWL ❑None
p. Is the proposed marina/docking facility located within or within close proximity to any shellfish leases? ❑Yes []No
If yes, give the name and address of the leaseholder(s), and give the proximity to the lease.
3. BOATHOUSE (including covered lifts) ®This section not applicable
a. (i) Is the boathouse structure(s):
[]Commercial ❑PublictGovernment ❑Private/Community
(ii) Number
(iii) Length
(iv) Width
Note: Roofed areas are calculated from dripline dimensions.
4. GROIN (e.g., wood, sheetpile, etc. If a rock groin, use MP -2, Excavation and Fill.) ®This section not applicable
a. (1) Number
(ii) Length
(iii) Width
.._.. ......
5. BREAKWATER (e.g., wood, sheetpile, etc.) ®This section not applicable
a. Length b. Average distance from NHW, NWL, or wetlands
c. Maximum distance beyond NHW, NWL or wetlands
16. MOORING PILINGS and BUOYS
®This section not applicable
a. Is the structure(s):
❑Commercial ❑Public/Government ❑Private/Community
c• Distance to be placed beyond shoreline
Note: This should be measured from marsh edge, if present.
e. Arc of the swing
7. GENERAL
b• Number .
d. Description of buoy (color, inscription, size, anchor, etc.)
2017
L - ��1 °
IT
252-808-2808 c 1-888-4RCOAST :: www.nccoastaimanagom.ent,.net revised: 12/27/06

Form DCM MP -4 (Structures, Page 4 of 4)
a. Proximity of structure(s) to adjacent riparian property lines b. Proximity of structure(s) to adjacent docking facilities.
-15 1 to,both the western and eastern riparian property lines Approx. 40' to ex. dock to west; Approx. 89' to ex. dock to
east.
Note: For buoy or mooring piling, use arc of swing including length
of vessel.
c. Width of water body
532'
e. (i) Will navigational aids be required as a result of the project?
[]Yes ®No [INA
(ii) If yes, explain what type and how they will be implemented.
N/A
d. Water depth at waterward end of structure at NLW or NWL
Ex. depths range from -0.5' NLW to -15' NLW
8. OTHER ®This section not applicable I
a. Give complete description:
Date
Beaufort East Village, Community Dock
Project Name
Blue Treasure, LLC
Applicant Name
A&Wt Signaturd'
252-808-2808 :: 1-888-4RCOASi :: wvvw.nccoastaimana.8ement.net revised: 12/27/06

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3805 Wrightsville Ave., Suite 15
Wilmington, North Carolina 28403
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Ex. Pier/Dock
to west
r
Ex. Pilings
Legend
Property Boundary- GIS parcel data
Riparian Corridor Limit
Riparian Corridor Setback - - - - - - - - - - -
VElevational Contours (NAVD88)
Channel Alignment (per contours) ------
Existing Water -Dependent Structures
Waterward Edge Marsh (digitized)
-1 Approx. Waterward
! Edge of Marsh (digitized)
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and Dock
4
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Elevational contours are relative to NAVD88. Mean Low Water= -1.93' NAVD88. 0 15 30 6 1 0
This figure is intended for CAMA permitting purposes only. This is nota survey. Not for construction. mm�
Sheet:
3 of 7

i
Proposed Ramp
/ (from bulkhead) i
�l I
Proposed Dredging
to -3' NLW (or -5' NAVD 88)
`3SIcY
Ex. Piling
(not in project area)
/-
Proposed Ramp
Platform (5.5'x6') and Ramp
Ex. Pilings
to be removed
Legend
Property Boundary- GIS parcel data
Riparian Corridor Limit
Riparian Corridor Setback
1' Elevational Contours (NAVD88)
Channel Alignment (per contours)
Proposed Dredging (-3' MLW Final)
Proposed
\�. Stabilization Cables//Rods
Proposed Floating Docks -
Kayak Launch (2)
— / Ex. Fixed Finger Pier
-- and Piling
to be removed
Proposed Floating Dock
l/ t t d
Waterbody Width = 532'
(as measured along center of
riparian corridor)
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ICW / Federal Channel Setback - - - - - - -
Waterward Edge Marsh (digitized)
Plans are based on information provided by Withers and Ravenel, Bellingham Marine, and publicly available GIS data
Elevational contours are relative to NAVD88. Mean Low Water = -1.93' NAVD88.
This figure is intended for CAMA permitting purposes only. This is not a survey. Not for construction.
0 15
New floating dock wi no ex en
waterward of existing pilings.
60
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Waterward Edge Marsh (digitized)
Plans are based on information provided by Withers and Ravenel, Bellingham Marine, and publicly available GIS data
Elevational contours are relative to NAVD88. Mean Low Water = -1.93' NAVD88.
This figure is intended for CAMA permitting purposes only. This is not a survey. Not for construction.
0 15
30
60

JAN 18 2017
DCM_ MHD CITY
4Ua—d*"_
I-W.nnsmw Cvni~t,
3805 Wrightsville Ave., Suite 15
Wilmington, North Carolina 28403
Telephone: [phone]
-ruJect: CAMA Major Permit Application
Beaufort East Village Community Dock
Blue Treasure, LLC (owner/applicant)
'itle: Inland Spoil Disposal Location
2010 Aerial -Carteret County tax parcel
-. 1/27/2016
Scale
1" = 400'
LES
1/13/2016 -
02-16-045
6 of 7

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BEAUFORT EAST VILLAGE
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CAROLIKA
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LMG
LARD MANAGBMPN[ GROUP ntc
Environmental Consultants
3805 Wrightsville Ave., Suite 15
Wilmington, North Carolina 28403
Telephone: [phone]
CAMA Major Permit Application
Beaufort East Village Community Dock
Blue Treasure, LLC (owner/applicant)
Beaufort Village East SID
(already permitted- for reference only)
A- MHD CITY
Revision Date:
7/27/2016
Job Number
NTS 02-16-045
BY Sheet:
LES 7 of 7