19970524 Ver 2_CAMA Application_20141218

North Carolina Department of Environment and Natural Resources
Pat McCrory John E Skvarla, III
Governor Secretary
V�
December 16, 2014
MEMORANDUM ��,,�,1��
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"1 7
TO: Karen Higgins � „, �• �
Division of Water Resources DEC 1 8 e014
- ��nra7, c�
FROM: Daniel Govoni aoi,�,cewFr� ,r ,t,, r S
Major Permits Processing Coordinator
SUBJECT: CAMA/DREDGE & FILL Permit Application Review
Applicant: The Bluffs HOA
Project Location: Carteret County, at 4869 South Shore Drive, adjacent Bogue Sound, in the
Town of Morehead City.
Proposed Project: Proposes the reconfiguration of the existing 27 slip docking facility and the
installation of 14 tic pilings.
Please indicate below your agency's position or viewpoint on the proposed project and return this form by
January 5, 2015. If you have any questions regarding the proposed project, please contact Heather Styron,
Permit officer at (252) 808 -2808. 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
400 Commerce Avenue, Morehead City, North Carolina 28557
Phone 252 - 808 -28081 FAX 252 - 247 -33301 Internet www nccoastalmanagement net
An Equal Opportunity / Affirmative Action Employer

DIVISION OF COASTAL MANAGEMENT
FIELD INVESTIGATION REPORT
1. APPLICANT'S NAME: The Bluffs HOA
2 LOCATION OF PROJECT SITE- 4869 South Shore Drive adjacent to Bogue Sound
Morehead City, Carteret County
Photo Index - 2000: 41 -522 O, P, Q (15)
2006: 41 -8040 I, J, K (10)
State Plane Coordinates - X: 2665351.52 Y: 362359.05
LAT 34 043'30 88 LON 76 047'07.76
3 INVESTIGATION TYPE. CAMA
4. INVESTIGATIVE PROCEDURE: Dates of Site Visit — 11/25/14
Was Applicant Present —no
5. PROCESSING PROCEDURE: Application Received — 10/20/14
Application Accepted Complete- 11/14/14
Office — Morehead City
6. SITE DESCRIPTION:
(A) Local Land Use Plan — Town of Morehead City 2007
Land Classification from LUP — Medium Density Residential with Conservation
(B) AEC(s) Involved- Public Trust Area, Estuarine Water
(C) Water Dependent: Yes
(D) Intended Use: Private /Community
(E) Wastewater Treatment: Existing — municipal sewer
Planned — none
(F) Type of Structures Existing — condos, roads, sidewalks, dock, riprap, asphalt
parking
Planned — reconfiguration of existing 27 -slip docking
facility and tie pilings
(G) Estimated Annual Rate of Erosion: N/A
Source — N/A
7. HABITAT DESCRIPTION-
DT21f+'.T C-RD FILLED OTHER
)Open Water
N/A
N/A
4616 1 ft2 Shaded
18,573 ft2 Inco
(D) Total Area Disturbed- 18,573 ft2
(E) Primary Nursery Area: no
(F) Water Classification- SA/HQW Open: yes
8. PROJECT SUMMARY: The applicant is proposing the reconfiguration of the existing 27-
slip docking facility and the installation of 14 tie pilings.
9. Narrative Description:
The Bluffs HOA project is located at 4869 South Shore Drive in Morehead City, Carteret
County. South Shore Drive is found by following Highway 70 East (approximately 2,968' east

The Bluffs H ®A
4869 South Shore Drive
Page 02
of the HWY 24/Bridges St. Ext four -way stop light) As you follow Highway 70 the turn off
will be located directly past Kmart of Morehead City. Turn right onto Mansfield Parkway and
continue to the end. The Bluffs condos are located at the end of this road. The site is located
on the north side of Bogue Sound in this area Bogue Sound has a width of 6000' within this
area
The subject property is 179,467 square feet (4.12 Acres) in its entirety and averages 7' in
elevation above NHW. Currently on the high ground portion of the site are existing
sidewalks, condos, roads, rip rap, asphalt parking, typical vegetation (grass) and oak trees.
Extending southward off of the high ground, down a riprap bluff area and approximately
161' from the western property line and 420' from the eastern property line is the existing
pier access for a 27 -slip docking facility The existing pier is approximately 6' x 577' with
a 23' x 65' platform (includes covered gazebo and 4' wide dropdowns for slip access) at
the terminus of the pier access. There are also 4' wide dropdowns (approximately 2' below
pier) for slip access that extend approximately 83' from the north side (landward side) of
the existing platform and are along the east and west side of the existing pier access. A
mayor permit (104 -97) for this existing structure was issued in 1997 The existing pier
angles towards the western property line There is existing riprap along the bluff area (no
escarpment) as well as native vegetation (typical grasses and shrubs) which includes
jurisdictional wetlands. Along the shoreline at the southern extent of the bluff area is a 20'
to 40' wide x 715' long expanse of coastal wetlands consisting of Smooth Cordgrass
(Spartina alterniflora)
The shoreline along this area is 715' with water depths ranging -2' nlw to -6' nlw
depending on location (field verified) The bottom substrate is sand within the project area
The Division of Water Resources classifies this area as SA/HQW Waters Bogue Sound is
not a designated Primary Nursery Area and is open to the taking of shellfish. There are no
shellfish leases within this area. Through field verification, SAV habitat was not observed
within the project area, but can be seen through aerial photography, approximately 100'
landward of the existing platform SAV was not observed within the slip areas and since
the water depths within the slip areas range from -2- to -6' nlw depending on location,
there should be minimal disturbance to any SAV habitat that may exist. Morehead City's
Land Use Plan dated 2007 classifies this area as Medium Density Residential with
Conservation within the AEC. The Federal Channel Setback adjacent to the project area is
80' There is approximately 1,133' from nhw to the AIWW setback with the proposed
development a distance of 498' north of the AIWW setback as well There are single -
family residences with private docks to the east and west of the project site Pelletier Creek
is located approximately 1500' to the east of the existing 27 -slip docking facility.
10 Project Description:
The applicant is proposing to reconfigure the existing 27 -slip docking facility which
includes converting the fixed fingers and platforms to floating platforms as well as add 14
new tie pilings.
The existing fixed pier, platforms, finger piers, tie pilings and slips (27) are currently

The Bluffs
South Shore Drive
Page 03
perpendicular to the shore, located along the western side of the docking facility and are a total
distance (to the most waterward tie piling) of approximately 625' from nhw and approximately
600' from the edge of marsh. There is a 4' x 25' "loading/unloading" finger pier located on the
east side of the pier approximately 82' landward of the existing main platform. The applicant
is proposing to keep the existing fixed pier and main platform as is (includes the existing drop
downs in this area). Currently all 27 slips are housed on the western side of the pier. The
applicant is proposing to widen the slips and relocate 8 of the existing slips to the east side of
the pier access.
There would be (8) 12 5' wide slips (numbered 9 -16) along the east side of the pier with (4) tie
pilings, (4) 3.5' x 25' floating finger piers, (1) 8' x 122' floating platform (B) and (1) floating
6' x 25' finger pier distinguishing the slip areas. Platform B would be accessed by a 4' x 16'
gangway with 14' of this located over platform and would extend from the eastern dropdown
along the pier. Slips 9 -16 would start 480' from nhw and would not exceed a maximum
distance of 513' from nhw.
The western side of the pier encompasses a total of nineteen 12.5' x 25' wide slips The
proposed 8' x 121' floating platform (A) that encompasses slips 1 -8 would be located 80'
landward of the existing main fixed platform, would start 480' from nhw, would not exceed a
maximum distance of 513' from nhw and would be accessed by a 4' x 16' gangway (14' of
gangway located over platform) that would extend west from the existing western drop down
A total of 4 tie pilings, (4) 3 5' x 25' floating finger piers and (1) floating 6' x 25' finger
would distinguish slips 1 -8.
The remaining 11 slips (17 -27) would be located along the western side of the existing fixed
platform area. Platforms C (10' x 32 83') and D (8' x 53 5) would extend to the west from the
western dropdown by way of a 4' x 16' gangway(14' to be located over platform) and would
intersect with platform E (6' x 68'). A total of 6 tie pilings, (3) 3.5' x 25' floating finger piers
and (2) 3.5' x 35' floating finger piers would distinguish slips 17 -27. Slips 17- 22 would be
12 5' in width with slips 23 -27 a width of 15.8'. The tie pilings and finger piers for slip areas
23- 27 would not exceed a distance of 625' waterward of nhw and would be within the
existing footprint of the slip areas currently onsite Water depths within the slip areas range
from -2' nlw to -6' nlw, depending on location, were field verified and meet a rate of 1' per
100' beyond the 400'.
The existing pier and platform angles towards the western property line (25' from western
riparian access line & 280' from eastern riparian access line) and riparian access lines have
been drawn 90° from the USACOE channel. The distance from nhw to the most waterward
portions of the project (includes outer tie pilings and finger piers) would be a maximum of
625' from nhw, 600' from the edge of coastal wetlands and 498' from the USACOE Channel
Setback Although SAV was not found within the slip areas during the site visits, the water
depths within this area range from -2' to -6' nlw (field verified) and > -3' at the end of the
existing fixed platform and therefore should not interfere with any possible SAV habitat that
may exist landward or north of the proposed scope area. All portions of development would
not exceed a maximum distance of 625' below nhw and 600' from the edge of coastal
wetlands into a 6,000' wide water body and would be would be located approximately 490'

The Bluffs
South Shore Drive
]Page 04
landward of the 80' Federal USACOE setback. The typical boat to be served would be open
runabout and have an average length of 25'.
11 Anticipated Impacts:
The proposed dock reconfiguration (which includes floating platforms, finger piers and tie
pilings) would shade 4616 1 ft2 of estuarine bottom while incorporating 18,573 ft2 of
public trust open water. The water depths within the slip areas are -2' nlw to -6'nlw
depending on location, so the depths should be sufficient for continued use of this area
The setting of pilings has the potential to cause a temporary increase in turbidity during
construction There should be no undue interference to navigation resulting from this
project, as the existing dock currently at the site is of equal length and has been constructed
since the late 80's to early 90's and would be reconfigured to be a distance of
approximately 498' landward of the USACOE channel setback SAV habitat was observed
through aerial photography approximately 100' landward (north) of the existing platform,
however none was located during the site visit within the existing slip areas or within the
proposed relocated slip areas along the east side of the existing pier. The water depths
within the slip areas range from -2' nlw to -6' nlw, depending on location, and therefore
should be of sufficient depth as to not affect any potential SAV habitat within this area of
the proposal.
HEATHER STYRON ]Morehead City December 16, 2014

(last revised 12/27/06)
A
Ai �r�� rPW
North Carolina DIVISION OF COASTAL MANAGEMENT
1. Primary Applicant/ Landowner Information
Business Name
The Bluffs Homeowners Association
Project Name (if applicable)
Pier /Dock Replacement
Applicant 1 First Name
Tom
MI
Last Name
Bell
Agent/ Contractor 1 First Name
Applicant 2 First Name
MI
Last Name
B
If additional applicants, please attach an additional page(s) with names listed
Agent/ Contractor 2 First Name
Mailing Address
PO Box 10188
PO Box
10188
City
Goldsboro
State
NC
ZIP
27532
Country
USA
Phone No
252 - 726
- 3167 ext
FAX No
- -
Street Address (if different from above)
4801 South Shore Drive
City
Morehead City
State
NC
ZIP
28557 -
Email
Phone No 2
28403-2762
2. Agent/Contractor Information
Business Name
Andrew Consulting Engineers, Pc
Agent/ Contractor 1 First Name
MI
Last Name
Everett
B
Pannkuk
Agent/ Contractor 2 First Name
MI
Last Name
Mailing Address
PO Box
City
State
3811 Peachtree Avenue, Suite 300
Wilmington
NC
ZIP
Phone No 1
Phone No 2
28403-2762
910 - 202 - 5555
ext 112
- - ext
FAX No
Contractor #
910 202 5558
Street Address (if different from above)
City
State
ZIP
Email
eb @andrewengineers com
<Form continues on back>
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Form DCM MP -1 (Page 2 of 4)
APPLICATION for
Major Development Permit . .
3. Project Location
County (can be multiple)
Street Address
State Rd #
Morehead City
4869 S Shore Drive
640'
Subdivision Name
City
State
Zip
The Bluffs
Morehead City
NC
28557- 2762
Phone No
Lot No (s) (if many, attach additional page with list)
252 - 726 - 3167 ext
, I , ,
a In which NC river basin is the project located?
b Name of body of water nearest to proposed project
White Oak
Bogue 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
Bogue Sound
e Is proposed work within city limits or planning jurisdiction?
f If applicable, list the planning jurisdiction or city limit the proposed
NYes []No
work falls within
i Is the proposed project consistent with the applicable zoning?
Morehead City
4.
Site Description
a
Total length of shoreline on the tract (ft )
b Size of entire tract (sq ft )
640'
179,467 sq ft
c
Size of individual lot(s)
d Approximate elevation of tract above NHW (normal high water) or
NSA
NWL (normal water level)
(If many lot sizes, please attach additional page with a list)
7' NNHW or ❑NWL
e
Vegetation on tract
Long grasses along shoreline, short grass and trees at condos No development at high ground
f
Man -made features and uses now on tract
Townhouses, pool, pier with gazebo & fixed docks
g
Identify and describe the existing land uses adiacent to the proposed project site
The two adjacent properties are vacant
h
How does local government zone the tract?
i Is the proposed project consistent with the applicable zoning?
Multifamily
(Attach zoning compliance certificate, if applicable)
NYes ❑No ❑NA
j
Is the proposed activity part of an urban waterfront redevelopment proposal? ❑Yes NNo
k
Hasa professional archaeological assessment been done for the tract? If yes, attach a copy ❑Yes ❑No NNA
If yes, by whom?
I
Is the proposed project located in a National Registered Historic District or does it involve a ❑Yes NNo ❑NA
National Register listed or eligible property?
<Form continues on next page>
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NO 14 70M
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Form DCM MP -1 (Page 3 of 4)
APPLICATION for
Mayor Development Permit
m (i) Are there wetlands on the site? ❑Yes ®No
(u) Are there coastal wetlands on the site? ®Yes ❑No
(iii) If yes to either (i) or (u) above, has a delineation been conducted? ❑Yes ®No
(Attach documentation, if available)
n Describe existing wastewater treatment facilities
City system
o Describe existing drinking water supply source
City drinking water
p Describe existing storm water management or treatment systems
Existing sheet flow
5. Activities' acid Impacts
a
Will the protect 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
Recreational boat wetsllps
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
This will be constructed by barge with an excavator that has a vibration attachment
The equipment will not not be stored
d
List all development activities you propose
Replacement of existing docks
e
Are the proposed activities maintenance of an existing project, new work, or both?
Replacement of existing project
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 ❑NA
that the public has established use of?
h
Describe location and type of existing and proposed discharges to waters of the state
N/A
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
I
Is there any mitigation proposed?
❑Yes []No ®NA
If yes, attach a mitigation proposal
<Form continues on back> M 1H } ,: 70'.
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Form DCM MP -1 (Page 4 of 4)
APPLICATION for
Mayor 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) — (0 are always applicable to any ma /or development application Please consult the application
instruction booklet on how to properly prepare the required items below
a A protect 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 Warren Perry Phone No
Address PO Box 1475, Kinston, NC 28503
Name Perry Management, Inc Phone No
Address PO Drawer 1475, Kinston, NC 28503
Name Phone No
Address
g A list of previous state or federal permits issued for work on the project tract Include permit numbers, penmttee, and issuing dates
h Signed consultant or agent authorization form, if applicable
i Wetland delineation, if necessary
l A signed AEC hazard notice for projects in oceanfront and inlet areas (Must be signed by property owner)
k A statement of compliance with the N C Environmental Policy Act (N C G S 113A 1 -10), if necessary If the project involves expenditure
of public funds or use of public lands, attach a statement documenting compliance with the North Carolina Environmental Policy Act
7.- Certification and Permission to Enter on Land
I understand that any permit issued in response to this application will allow only the development described in the application
The project will be subject to the conditions and restrictions contained in the permit
I certify that I am authorized to grant, and do in fact grant permission to representatives of state and federal review agencies to
enter on the aforementioned lands in connection with evaluating information related to this permit application and follow -up
monitoring of the project
I further certify that the information provided in this application is truthful to the best of my knowledge
Date H. 1/14f Print Name Everett Pannkuk, P E
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 ,D,-r- E11.11FD
®DCM MP -4 Structures Information
^a7-A03-2` 21 J1 I AZT ., nc::uwst�4`s t_grF_�

Foirm ®CHI MP-A
STRUCTURES
(Construction within Public Trust Areas)
Attach this form to Joint Application for CAMA Mayor 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 FACILITYIMARINA CHARACTERISTICS
a (Q Is the docking facility /marina
❑Commercial [Public/Government ®Private /Community
c (i) Dock(s) and /or pier(s)
(u) Number
(w) Length
(iv) Width
(v) Floating ❑Yes ❑No
e (i) Are Platforms included? ®Yes ED%
If yes
(u) Number 5
(w) Length A (121'), B(121'), C(32' -10 "), Q(53'-61, E(68')
(iv) Width A (81, B(8'), C(10'), D(8'), E(6')
(v) Floating ®Yes ❑No
Note Roofed areas are calculated from cinpline dimensions
g (i) Number of slips proposed
0
(u) Number of slips existing
27
i Check the proposed type of siting
❑ Land cut and access channel
❑Open water, dredging for basin and /or channel
®Open water, no dredging required
❑Other, please describe
k Typical boat length 25'
m (i) Will the facility have tie pilings?
®Yes ❑No
(n) If yes number of tie pilings?
14
E] This section not applicable
b (i) Will the facility be open to the general public?
❑Yes ®No
d (i) Are Finger
If yes
(n) Number
(w) Length
(iv) Width
(v) Floating
Piers included? ®Yes ❑No
15
13 -25', 2 -35'
25'- 3' -6'. 35'- 3' -6"
®Yes ❑No
f (i) Are Boatlifts included? ❑Yes ®No
If yes
(n) Number
(w) Length
(iv) Width
h Check all the types of services to be provided
❑ Full service, including travel lift and /or rail, repair or
maintenance service
❑ Dockage, fuel, and marine supplies
® Dockage ( "wet slips ") only, number of slips 27
❑ Dry storage, number of boats
❑ Boat ramp(s), number of boat ramps
❑ Other, please describe
Describe the typical boats to be served (e g , open runabout,
charter boats, sad boats, mixed types)
open runabout
I (i) Will the facility be open to the general public?
❑Yes ®No
i 1I -4
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2. DOCKING FACILITY /MARINA OPERATIONS ®This section not applicable
a Check each of the following sanitary facilities that will be included in the proposed project
❑ Office Toilets
❑ Toilets for patrons, Number , Location
❑ Showers
❑ Boatholding tank pumpout, Give type and location
b Describe treatment type and disposal location for all sanitary wastewater p
c Describe the disposal of solid waste, fish offal and
d How will overboard discharge of sewage from boatsibe controlled?
e (Q Give the location and number %No Sewage Disclarge" signs
(r) Give the location avid nurbber of "PumRout Avarlabl(V" signs proposed
f Describe the special desrgn;,,j applicable, for colytarnrng r$dustrial type
g Where will residue from vessel r tpintenance be
h Give the number of channel marke s and "No Wake' signs d osed
I Give the location of fuel - handling fa rl res, and describe the ss ty measures
What will be the marina policy on overn ht and live- aboard dockage?
k Describe design measures that promote boat basin flushing?
asbarnt, sandblastmb waste and petroleum products
to protect area water quality
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
215: eWB- 2306., 1- 3t' & -4RZ ,:._ z« €fir .c s a9s3iR_a e as e.eag?t
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4

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n Is the marina /docking facility proposed within or adjacent to any shellfish harvesting area?
❑Yes ®No
o Is the marina /docking facility proposed within or adjacent to coastal wetlands /marsh (CW), submerged aquatic vegetation (SAV), shell bottom
(SB), or other wetlands (WL)? If any boxes are checked, provide the number of square feet affected
❑CW ❑SAV ❑SB
OWL ®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
13. BOATHOUSE (including covered lifts) ®This section not applicable
a (i) Is the boathouse structure(s)
❑Commercial ❑Public/Government ❑Private /Community
(u) Number
(w) Length
(iv) Width
Note Roofed areas are calculated from dnpline dimensions
14. GROIN (e g, wood, sheetpde, etc If a rock groin, use MP -2, Excavation and Fill) ®This section not applicable
a (i) Number
(u) Length
(m) 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 X [a This section not applicable I
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 )
DC, "fi -Pri.' C; Y

a Proximity of structure(s) to adjacent riparian property lines b Proximity of structure(s) to adjacent docking facilities
25' to West, 280' to East 135' to West, >1,500' to East
Note For buoy or mooring piling, use arc of swing including length
of vessel
c Width of water body
>6,000'
e (Q Will navigational aids be required as a result of the project?
❑Yes ®No ❑NA
(n) If yes, explain what type and how they will be implemented
d Water depth at watenaard end of structure at NLW or NWL
2 5'
8. OTHER ®This section-not applicable,
a Give complete description
Date
The Bluffs Dock Replacement
Project Name
Everett Pannkuk, P E
ApOiica�nt NameName '
Applicant Signature
NOV 1 d NP
DC Ki MIF-, D .r F, N1
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WSTRUCTURAL, MARINE & FORENSIC ENGINEERING AND PROJECT MANAGEMENT
September 25, 2014
CAMA
Attn. Heather Styron
400 Commerce Avenue
Morehead City, NC 28557
Re- The Bluffs Pier Replacement CAMA Major Permit Application
Dear Heather:
Please see CAMA Mayor permit application — attached
Project Narrative The Bluffs Home Owner's Association proposes to remove their existing fixed timber docks
and replace with a timber floating dock system in a similar configuration. The new docks will improve boater
safety, will reduce wave action on the vessels from passing boaters, and will reduce the number of timber piles
at this existing site.
Please contact us if you need any additional information
Sincerely,
ANDREW CONSULTING ENGINEERS, P.C.
NC Firm PE License C -2469
V SS
E 10
�d 033407
LF,Q' Fnlciws
Everett B. Pannkuk, P.E., SECS
Enclosures.
CAMA Mayor Permit Application.
Proposed Floating Dock Layout by Manna Design Associates, Inc dated 4/26/2014
Existing Fixed Timber Docks by William Robert Wakeham, Architect dated 8/18/1997
Site Map by William Robert Wakeham, Architect dated 10/20/1987
Il� u•-� i' CLJ
Dc- V `I, -- CITY
3811 Peachtree Avenue Suite 300 Wilmington, NC 28403 Phone [phone] Fax [phone] web andrewengineers corn

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