20070230 Ver 1_CAMA Permit Application_20070207

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NCDENR
North Carolina Department of Environment and Natural Resources
Division of Coastal Management
Michael F. Easley, Governor Charles S. Jones, Director William G.
EXPRESS PERMIT
February 5, 2007
MEMORANDUM:
Ross Jr., Secretary
Co~.K a. ~xQ O'1 - 02.3 0
TO: Cyndi Karoly
Supervisor
401 Oversight and Express Permits Unit
Division of Water Quality-Surface Water Protection
FROM: Jason Dail 6~ , ,~,~. , E ~; ~ & ~ ~j i ~..R ~ F~
Express Permits Coordinator ~sv. I~`1
~EF~ .~ ?(~l7
SUBJECT: CAMA Permit Application Review
Applicant: ~ David Floyd and Elizabeth Floyd ~'"~
Project Location: 208 Seacrest Drive and 101 Keel Street, adjacent to Motts Channel, New
Hanover County.
Proposed Project: To replace the existing bulkhead, free-standing bulkhead, access. pier and
perform maintenance dredging adjacent to the subject property.
Please indicate below your agency's position or viewpoint on the proposed project and return
this form by 3/1/07. If you have any questions regarding the proposed project, please contact
Jason Dail at [phone], when appropriate, in-depth comments with supporting data is
requested.
REPLY:
This agency has no objection to the project as proposed.
This agency has no comment on the proposed project.
This agency approves of the project only if the recommended changes are
incorporated. See attached.
This agency objects to the project for reasons described in the attached
comments.
SIGNED
DATE
127 Cardinal Drive Extension, Wilmington, North Carolina 28405-3845
Phone: [phone]Fax: [phone] \ Internet: http://dcm2.enr.state.nc.us
An Equal Opportunity \ Affirmative Action Employer - 50% Recycled \10% Post Consumer Paper

EXPRESS MAJOR
DIVISION OF COASTAL MANAGEMENT
FIELD INVESTIGATION REPORT
1. APPLICANT'S NAME: David Floyd and Elizabeth Floyd
2. LOCATION OF PROJECT SITE: 208 Seacrest Drive and 101 Keel Street, adjacent to Motts
Channel, New Hanover County.
Photo Index - 2006: 22-7424, M, 12-13 2000: 22-273, N 12-13 1995: 22-255, N, 10-11
State Plane Coordinates - X: 2359659 Y: 171657
N: 34°12'56.57535" W:77°48'37.46513"
3. INVESTIGATION TYPE: CAMA/D&F ROVER FILE # - V-020109A
4. INVESTIGATIVE PROCEDURE: Dates of Site Visit - 2/1/07
Was Applicant Present - No
5. PROCESSING PROCEDURE: Application Received - Completed 2/01/07
Office -Wilmington
6. SITE DESCRIPTION:
(A) Local Land Use Plan -Wrightsville Beach
Land Classification From LUP -Conservation (water area) and Developed (upland)
(B) AEC(s) Involved: PT, EW, ES
(C) Water Dependent: Yes
(D) Intended Use: Private
(E) Wastewater Treatment: Existing -Municipal
Planned -None
(F) Type of Structures: Existing -Residence, pier, dock and free standing bulkhead
Planned -replace bulkhead, free-standing bulkhead, access pier and
perform maintenance dredging
(G) Estimated Annual Rate of Erosion: N/A
Source - N/A
7. HABITAT DESCRIPTION: [AREA]
T)RRT)('TF.T) FTT,T.F.T) (1THRR
(A) Vegetated Wetlands
(B) Non-Vegetated Wetlands 2,700 sq. ft. Incorporated
(O en water) (142 cu. ds) 404 sq. ft.
(C) Other - Highground (spoil disposal) 16,000 sq. ft
(available)
(D) Total Area Disturbed: 19,167 sq. ft. (0.43 acres)
(E) Primary Nursery Area: No
(~ Water Classification: SB Open: No
S. PROJECT SUMMARY: The applicant proposes to replace the existing bulkhead, free-standing
bulkhead, access pier and perform maintenance dredging adjacent to the subject property.

David and Elizabeth Floyd
Page 2
9. PROJECT DESCRIPTION:
The applicant has requested that the subject CAMA Major Permit Application be processed under the
Express Review Permitting Program. The project site is located at 208 Seacrest Drive and 101 Keel
Street, adjacent to Motts Channel, in Wrightsville Beach, New Hanover County. The properties total
approximately 4.0 acres with roughly 375' of shoreline frontage. The property's averages 3'-7'above
mean sea level. A portion of the property's shoreline is stabilized by a deteriorated wooden bulkhead.
The properties are currently developed (residence and marina) and vegetation consists of lawn grasses
and landscape shrubs. A sparse section of coastal wetlands, including Black Needle Rush (Juncus
roemarianus), Spike Grass (Distichlis spicata), and Smooth Cordgrass Marsh (Spartina alternaflora), exist along
the southern portion of the 208 Seacrest Drive property and the eastern portion of the 101 Keel Street
property.
The Wrightsville 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 Motts Channel, which are included in
the Wrightsville Recreational Area, are classified SB# by the N.C. Division of Water Quality. 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.
PROPOSED PROJECT
The applicant's are related and share a common bulkhead between 208 Seacrest Drive and 101 Keel
Street. A general permit for replacement of that bulkhead was issued on 10/25/07 (GP#46109), however
no work was initiated and the permit has since expired. The applicant's are currently proposing to
include the bulkhead replacement under this CAMA major permit as well as to request approval for
replacement of the existing free-standing bulkhead, located just south of the 208 Seacrest Drive property.
Additionally, the applicant's propose to replace a portion of the existing access pier and perform
maintenance dredging within the basin, also located just south of the 208 Seacrest Drive property.
Beginning along the western shoreline, the applicant's propose to install a new bulkhead. The new
bulkhead would be installed approximately 2' waterward of the existing bulkhead and span
approximately 43', in a north to south direction. The applicant's propose to tie into this bulkhead wall
with a new free-standing bulkhead, in the northwest corner of the boat basin. A dilapidated free-standing
wall currently connects to the existing bulkhead, and the applicant's propose to replace that wall with a
new free-standing wall, located in the same foot print. The existing free-standing bulkhead was
originally permitted under CAMA Major Permit #172-84, on 8/30/84. The wall was constructed to
prevent materiaUsediment from entering the boat basin from the high marsh area located directly
landward of the wall. Over the course of twenty years, the wall has been progressively deteriorating and
is no longer functioning property, allowing sediment entry into the basin. Because the wall is in such
disrepair, the applicant's have decided to replace it with a new vinyl wall. The applicant's indicate that
the new wall (approximately 84' in length) would be installed in the same footprint as the existing wall.
The site drawings indicate that sheet piles would be installed temporarily, on the waterward side of the
existing wall. The old wall would be removed in sections as the new wall was being installed, and span
the entire length of the existing wall. Tie back rods would secure the free-standing wall to piling
deadman, located within the area of coastal wetlands, just north of the proposed wall.

David and Elizabeth Floyd
Page Z
The applicant's proposal indicates that the new wall would not extend beyond the length of the existing
wall. Additionally, the wall would be constructed, and positioned in such a manner as to allow
continuous tidal fluctuation landward of the wall.
Because the free-standing wall is located beneath the existing fixed access pier, a portion of the pier
would need to be removed and replaced during construction. The 6' x 53' access pier, and a portion of
the 6' x 23' finger pier, would be removed prior to removal of the bulkhead. According to the
applicant's, the pier pilings and deck structure would be removed and new pilings and decking would be
installed in the same footprint. The new pier would saddle the bulkhead, following its completion.
In addition to the proposed bulkheads and access pier, the applicant's propose to perform maintenance
dredging within the boat basin. The initial dredging activity for this property was included also in
CAMA Major Permit#172-84, issued 8/30/84. The applicant's are proposing to dredge (via bucket and
barge) within the same footprint as the initial permitted area, which is an area approximately 30' x 90'.
The limits of the dredging activity would span from the waterward edge of the bulkhead's, to the basin
side of the finger pier and floating dock, out towards Motts Channel. Existing water depths within the
boat basin range from -1.6' (adjacent to the bulkhead's) to -5.1' (at the far end of the proposed dredge
limit, adjacent to the channel), relative to Mean Low Water (MLW). The applicant proposes to dredge to
a final depth of -5.5' MLW, which is less than what the original permit allowed (-8.0' MLW). Dredge
material removed from the boat basin would be immediately loaded and transported (via barge) to an
adjacent spoil disposal island located on the southern side of Motts Channel.
10. ANTICIPATED IMPACTS
The proposed pier(s) would incorporate approximately 404 square feet of estuarine waters and public
trust area. The proposed bulkhead(s) would result in the loss of approximately 86' of estuarine and
public trust waters. The proposed maintenance dredging would disturb approximately 2,700 square feet
of previously disturbed bottom area. The project would include the removal of approximately 142 cubic
yards of material from the system. Minor increases in turbidity can be expected during construction,
however no long impacts are anticipated.
Submitted by: J.Dail Date: 2/02/07 Office: Wilmington

Project Narrative
CAMA Major Permit
New Hanover County
208 Seacrest Drive
Elizabeth Floyd and David Floyd
The subject tracts are located on the corner of Seacrest Drive and Keel Street in
Wrightsville Beach. The properties abut Motts Channel and shaze a bulkhead surrounding
a small boat slip area. 101 Keel St has been an operating marina since 1982 and is
approximately 5 acres. 208 Seacrest Drive is a developed residential lot. Structurally
there is a dry stack storage building, club house, office building, bulkhead and floating
docks on the marina parcel and a house with pier, free standing retaining wall (no fill
behind wall), and floating docks on the residential pazcel.
The applicants propose to replace three sections of a free standing retaining wall which
protects the coastal wetland behind the wall and is used to keep sediments out of the
existing private boat slip for 208 Seacrest Drive, and to replace the portion of existing
fixed pier and finger pier located above the wall. Sheet pile will be temporarily placed
along the landward side of the existing retaining wall to keep sediment from moving
while the existing retaining wall is removed and the new retaining wall installed in the
same location. A section of bulkhead along the west side of the boat slip was approved
for replacement by GP# 46109 issued October 25~', 2006, and the applicants would like
to have the work authorized by the general permit included in this CAMA major permit.
The applicants also propose to dredge the area in the private boat slip to a depth of -5.5'
MLW to match the connecting water depths of Motts Channel .This would provide for
the removal of approximately 142 c.y. of material, and will be performed by bazge and
bucket method.
D ~~~~~~
JAN 3 t 2007
DIVISION OF
COASTAL MANAGEMENT

DCM MP-7 CD..K4,. ~~ d'1-O a3+~
APPLICATION for --~
Major Development Permit
(last revised 12/27/06)
North Carolina DIVISION OF COASTAL MANAGEMENT
1. Primary Applicant/ Landowner Information
Business Name Project Name (if applicable)
Atlantic Marine 208 Seacrest Drive
Applicant 1: First Name MI Last Name
David Floyd
Applicant 2: First Name MI Last Name
Elizabeth B Floyd
If additional applicants, please attach an additional page(s) with names listed.
Mailing Address PO Box City State
208 Seacrest Drive Wrightsville Beach NC
ZIP Country Phone No. FAX No.
28480 US 910 - 256 - 4709 ext. 910 - 256 - 6533
Street Address (rf different from above) City State ZIP
NA -
Email
NA
2. Agent/Contractor Information
Business Name
Land Management Group Inc
AgenU Contractor 1: First Name MI Last Name
Chris Canaday
Agent/ Contractor 2: First Name MI Last Name
Steve Morrison
Mailing Address PO Box City State
PO BOX 2522 Wilmington NC
ZIP Phone No.1 Phone No . 2
28401 910 - 452 -000 1 ext. - - ext.
FAX No. Contractor #
910 452 0060
Street Address (if different from above) City State ZIP
3805 Wrightsville Ave Wilmington NC 28403 -
Email ~ /(~
'~j' p Try
[e-mail] ~ ~
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<Form continues on back> ~ JAN 3 1 2007
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DIVISION OF
COASTAI nngplgr~ENT
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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: #
New Hanover 208 Seacrest Drive/101 Keel Street na
Subdivision Name City State Zip
Wrightsville Beach NC 28480 -
Phone No. Lot No.(s) (rf many, attach additional page with list)
910 - 256 -4709 ext. NA, ,
a. In which NC river basin is the project located? b. Name of body of water nearest to proposed project
~ 4 „ Motts Channel
~
c. Is the water body identified in (b) above, natural or manmade? d. Name the Gosest major water body to the proposed project sde.
®Natural ^Manmade ^Unknown AIWN/
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.
Wrightsville Beach
4. Site Description
a. Total length of shoreline on the trail (ft.) b. Size of entire tract (sq.ft.)
375' 48,280 (Atlantic Marine), 20,390 (208 Seacrest)
c. Size of individual lot(s) d. Approximate elevation of tract above NHW (normal high water or
48,280, 20,390, NWL (normal water level)
(If many lot sizes, please attach additional page with a fist) ~5 ®NHW or ^NWL
e. Vegetation on tract
species of coastal marsh, yard grass
f. Man-made features and uses now on tract
see narrative
g. Identify and describe the existing land uses adjacent to the proposed project site.
Marina with dry stack storage and residential.
h. How does local government zone the trail? i. Is the proposed project consistent with the applipble zoning?
Residential (208 Seacrest) Commercial (101 Keel St.) (Attach zoning compliance certificate, if applicable)
®Yes ^No ^NA
j. Is the proposed activity part of an urban watertront redevelopment proposal? ^Yes ®No
k. Has a professional archaeological assessment been done for the trail? If yes, attach a copy. ^Yes ®No ^NA
If yes, by whom?
I. Is the proposed project located in a National Registered Historic District or does d involve a ^Y
National Register listed or eligible property?
<Form continues on next page>
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JAN 3 1 2007
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DIVISION OF
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Form DCM MP-1 (Page 3 of 4)
APPLICATION for
Major Development Permit
m. (i) Are there wetlands on the site?
®Yes ^No
(ii) Are there coastal wetlands on the site?
®Yes ^No
(iii) If yes to either (i) or (ii) above, has a delineation been conduded? ^Yes ®No
(Attachdocumenta6on,ifavailable) Wa./t,,,,~rd e•J9t o~coa5ke.l w~4rsl~ ¢s~iw~a1-e.~- ~'rovw c~eYia~i y~/i}~.
n. Describe existing wastewater treatment facilities. « o•ti , r ~ a P~t u o ~ ec~cre S ~ s
ndward I~.~t+ of coal 41
ti
a,
Community ntarsl~
o. Describe existing drinking water supply source.
Community
p. Describe existing storm water management or treatment systems.
No observable stormwater management, no upland devlopment proposed.
5. Activities and /mpacts
a. Will the projed be for commeraal, public, or private use? ®Commercial ^PublicJGovemment
®Private/Community
b. Give a brief description of purpose, use, and daily operations of the projed when complete.
Existing retaining wall and adjacent bulkhead currently allow for the retention of sediments around existing boat slip. The
free standing retaining wall is to be replaced in the same dimensions. The waterward portions of the fixed pier are to be
replaced in the same dimensions.
c. Describe the proposed construction methodology, types of construdion equipment to be used during construdion, the number of each type
of equipment and where lt is to be stored.
Barge and bucket method will be used for dredging. Standard marine construction methods to be utilized for all work.
d. List all development adivlties you propose.
Replace existing free standing retaining wall, and portion of fixed pier located above free standing retaining wall. Dredge
private boat slip area to -5.5' MLW. Indude work authorized under GP# 46109 into this CAMA major permit
e. Are the proposed activities maintenance of an existing projed, new work, or both? maintanance
f. What is the approximate total disturbed land area resulting from the proposed projed? 0 ^Sq.Ft or ^Acres
g. Will the proposed projed 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.
Limited surface runnoff
i. Will wastewater or stortnwater be discharged into a.wetland? ^Yes ^No ®NA
If yes, will this discharged water be of the same salinity as the receiving water? ^Yes ^No ®NA
j. Is there any mitigation proposed? ^Ye No N
If yes, attach a mitigation proposal.
<Form continues on back>
JAN 3 12001
~1N -

DIVISION OF
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Form DCM MP-1 (Page 4 of 4)
APPLICATION for
Major Development Permit
6. Additionallnformation
!n addition to this completed application form, (MP-1) the following items below, if applicable, must be submitted in onier for the application
package b be complete. Items (a) - (fJ are ahvays applicable b any major development application. Please consult the application
instruction booklet on how to properly prepare the n:quired items below.
a. A projed 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 projed. 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 Wendy Crumpler Phone No.
Address 210 Seacxest Dr., Wrightsville Beach, NC 28480
Name NC DOT rlo Dan Cumbo Phone No. 9102512655
Address 300 Division Rd. Wilmington NC 28401
Name Phone No.
Address
g. A list of previous state or federal permits issued for work on the projed tract. InGude permit numbers, permittee, and issuing dates.
GP-46109 10106
CAMA Major 172-84 8/84
h. Signed consultant or agent authorization form, if appligble.
i. 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 Ad (N.C.G.S. 113A 1-10), 'rf necessary. If the projed involves expenditure
of public funds or use of public lands, attach a statement documenting compliance with the North Carolina Environmental Policy Ad.
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 ce ify that the information provided in this application is truthful to th//e best of my kn~oAwledge. \
Date / 0 4 Print Name ~hrlJ l4napaH C~0.rid Irtantgtl~en~ ~rouP ~'^~• J
Signature ~_
Please indicate application attachments pertaining to your proposed project.
®DCM MP-2 Excavation and Fill Information pDCM MP-5 Bridges and ert~, ~ ~ ~~ y
pDCM MP-3 Upland Development O jI~J~! \\V/
®DCM MP-4 Structures Information
JAN 312007
DIVISION OF ENT
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Form DCM MP-2
EXCAVATION and F I L L
(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.
Access Other
Channel
NLW Canal Boat Basin Boat Ramp Rock Groin Rock (excluding
(
or Breakwater shoreline
NWL stabilization
Length NA NA 90' NA NA
NA
NA
Width 30'
v~
Avg. Existing
Depth -4' MLW NA NA
Final Project
Depth -5.5 MLW NA NA
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.
-142 c.y.
c. (i) Does the area to be excavated include coastal wetlands/marsh
(CW), submerged aquatic vegetation (SAV), shell bottom (SB),
or other wetlands (WL)? If any boxes are checked, provide the
number of square feet affected.
^CW ^SAV ^SB
^WL ®None
(ii) Describe the purpose of the excavation in these areas:
sand and mud
d. High-ground excavation in cubic yards.
NA
Excavate existing boat slip area.
2. DISPOSAL OF EXCAVATED MATERIAL ^This section not applicable
a. Location of disposal area. b. Dimensions of disposal area.
Spoil island located across Motts Channel from Atlantic Marine
confluence of Motts Channel and AIWW
c. (i) Do you claim title to disposal area? d.
^Yes ®No ^NA
(ii) If no, attach a letter granting permission from the owner.
e. (i) Does the disposal area include any coastal wetlands/marsh
(CW), submerged aquatic vegetation (SAV), shell bottom (SB),
or other wetlands (WL)? If any boxes are checked, provide the
number of square feet affected.
^CW ^SAV ^SB
^WL ®None
(ii) Describe the purpose of disposal in these areas:
NA
-200' by 80'
(i) Will a disposal area be available for future maintenance?
®Yes ^No ^NA
(ii) If yes, where?
Currently proposed location
f. (i) Does the disposal include any area in the water?
^Yes ®No ^NA
(ii) If yes, how much water area is affected?
NA -
JAN 3 1 2007
COASTDAI L IMAONAGEMENT
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3. SHORELINE STABILIZATION ^This section not applicable
(If development is a wood groin, use MP-4 -Structures)
a. Type of shoreline stabilization: b. Length: R~ F, S(~...Cn~ y/IIU~.~~ca(r ~-(~3 u lIC-1~-car.
bulkhead ^Riprap ^Breakwater/Sill ®Other: Width: -1'
Free standing retaining wall ~ ,4
c. Average distance waterward of NHW or NWL: d. Maximum distance waterward of NHW or NWL: ~ ~
-10ftNHW ~~s~a~-dr~t~ bkl~•~d~ ~ ~#N+lul bu(~~( _22'
e. Type of stabilization material: 0 1 f. (i) Has there been shoreline erosion during preceding 12
Wood slat fee standing retaining wall ~~f' months?
^Yes ®No ^NA
(ii) If yes, state amount of erosion and source of erosion amount
information.
g. Number of square feet of fill to be placed below water level
Bulkhead backfill NA Riprap NA No Fill
Breakwater/Sill NA Other NA
NA
h. Type of fill material.
NA
i. Source of fill material.
NA
4. OTHER FILL ACTIVITIES ®This section not applicable
(Excluding Shoreline Stabilization)
a. (i) Will fill material be brought to the site? ^Yes ^No ^NA b.
If yes,
(ii) Amount of material to be placed in the water
(iii) Dimensions of fill area
(iv) Purpose of fill
(i) Will fill material be placed in coastal wetlands/marsh (CW),
submerged aquatic vegetation (SAV), shell bottom (SB), or
other wetlands (WL)? If any boxes are checked, provide the
number of square feet affected.
^CW ^SAV ^SB
^WL ^None
(ii) Describe the purpose of the fill in these areas:
5. GENERAL
a. How will excavated or fill material be kept on site and erosion b. What type of construction equipment will be used (e.g., dragline,
controlled? backhoe, or hydraulic dredge)?
Fill will be excavated and placed on a barg . to b . tak .n to
spoil disposal island. No spoil will be place on high ground
on site.
c. (i) Will navigational aids be required as a result of the project? d.
^Yes ®No ^NA
(ii) If yes, explain what type and how they will be implemented.
NA
1 /25/07
Date
208 Seacrest Drive
Project Name
barge and bucket for dredging, piling rig.
(i) Will wetlands be crossed in transporting equipment to project
site? ^Yes ®No ^NA
(ii) If yes, explain steps that will be taken to avoid or mini '
environmental impacts.
NA
t.~
d Qt
Chris Canaday (Land Management Group) ~ N Z -
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Applicant Name ~
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plicant Signature ~
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Foirm 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 ^PubliclGovemment ®PrivatelCommunity
c. (i) Dock(s) and/or pier(s)
(ii) Number 1
(iii) Length --53'
(iv) Width ^`6'
(v) Floating ^Yes ®No
e. (i) Are Platforms included? ^Yes ®No
If yes:
(ii) Number NA
(iii) Length NA
(iv) Width NA
(v) Floating ^Yes ^No
Note: Roofed areas are calculated from dripline dimensions.
g. (i) Number of slips proposed
0
(ii) Number of slips existing
1
^This section not applicable
b. (i) Will the facility be open to the general public?
^Yes ®No
(v) Floating ^Yes ®No
d. (i) Are Finger Piers included? ®Yes ^No
If yes:
(ii) Number 1
(iii) Length -23'
(iv) Width `6~
f. (i) Are BoaUifts included? ^Yes ®No
If yes:
(ii) Number NA
(iii) Length NA
(iv) Width NA
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: L-
^ Dry storage; number of boats:
^ Boat ramp(s); number of boat ramps:
^ Other, please describe:
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: -35'
m. (i) Will the facility have tie pilings?
^Yes ®No
(ii) If yes number of tie pilings?
j. Describe the typical boats to be served (e.g., open runabout,
charter boats, sail boats, mixed types).
1 open runabout
I. (i) Will the facility be open to the general public?
^Yes ®No ~ ~ ~ ~~ ~{ry
D j~~Q~;
JAN 3 1.2007
DIVISION OF
. • w r.~ nr+c~ACAC_L
~~. i
....~ ..ice--s:.3~~3 .. _..., .:.~.~.... :J'iV`,V.:"lC.: <aS:.7-i;?Sorc3~ ,i-=-= '9+J1S°u. ~ii ~."~

i-Ofi73 si~a~ da~!t~-y} (~truC'.::r_5, ;'ar~~ s O7 ~='1
2. DOCKING FACILITY/MAR/NA OPERATIONS ®This section not applfcable
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 al- 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.
(ii) Give the location and number of "Pumpout Available" signs proposed.
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.
i. 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?
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 can-ently provided?
o ~~~~~~
DIVISION OF
COASTAL MANAGEMENT
"c" '~'3-29C8 :: 1-3S8-~R~;3A5T :: w~rr~ni.ncco.3=t.3imar?aeem~n[.~e*. revise: `.,,6

`C ;~; 3~'', ?a r ,y, `;, image :~ of `fir
m. Is the marina/docking facility proposed within a primary or secondary nursery area?
^Yes ^No
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
^WL ^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 ^Public/Govemment ^Private/Community
(ii) Number
(iii) Length
(iv) Width
Note: Roofed areas are calculated from dripline dimensions.
~ 4. GRIN (e.g., wood, sheetpile, etc. If a rock groin, use MP-2, Excavation and Fi11.) ®This section not applicable
a. (i) 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
~ 6. MOORING PILINGS and BUOYS ®This section not applicable ~
a. Is the structure(s):
^Commercial ^Public/Govemment ^Private/Community
b. Number
c. Distance to be placed beyond shoreline
Note: This should be measured from marsh edge, if present.
e. Arc of the swing
d. Description of buoy (color, inscription, size, anchor, etc.)
JAN 3 1 2007
DIVISION OF
~r1ACTgi_ MAnIn~EMENT
X52-.?,+J8-288 :: t 3'c-.=R -~',.'.:=T :. ww~ro.nccaastadma~t.ger.~~rt.r:et revise': '. "' "'"~5

7. GENERAL
a. Proximity of structure(s) to adjacent riparian properly lines
154' to west 28' to east
Wote: For buoy or mooring piling, use arc of swing including length
~ vessel.
b. Proximity of structure(s) to adjacent docking facilities.
-45'
c. Width of water body
333' calculated from 2002 aerials
e. () Will navigational aids be required as a result of the project?
^Yes ®No ^NA
(®) If yes, explain what type and how they will be implemented.
d. Water depth at waterward end of structure at NLW or NWL
-5.5'
~ 8. OTHER ^This secfion not applicable
a. Give complete description:
Three segments of existing free standing retaining wall to be replaced with lengths of 24', 25', and 34.5'. See figure 6 and 7
for details
1.16.07
Date
108 Seacrest Drive
Project Name ~~ ~~ / )
r'is ~~.ac/au [ Laa~ ~a/I~i9~wterc7< ~rv ~D /K~•)
Applicant Name
pliant Signature
~~~~~~~
J~lN 3 1 2007
DIVISION OF
COASTAL MANAGEMENT
_'_-3;~a_`~rg .. '! 3?'. .~..'S~ .. ,.r•r~•,v.^.cro?. ,,... _. revised: '*2i2' %5

~~
.. ~`,
-- - r~.
~_ NAYAHO
- ~~ +~
'til
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~~~~~~
~~ ~~N 3 1 2007
DIVISION OF
COASTAL MANAGEMENT
"Boundaries are approximate and are
not meant to be absolute.
Map Source: Delhorme Gazetteer
`SITE
SCALE 1" = 1.7miles
208 Seacrest Drive Land Management Group, Inc. Fi ure 1
New Hanover County, NC Environmental Consultants g
02-06-675 Wilmington, N.C. Vicinity Map
December, 2006

2
Q
O
r
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F-
W
W
Z
41
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~ J: ;~ 3 1 2007
DIVISION OF
COASTAL MANAGEMEN
*Boundaries are approximate and are
not meant to be absolute.
Map Source: NEW HANOVER PLANNING
SITE
SCALE 1" = 400'
208 Seacrest Drive
New Hanover County, NC
02-06-675
Land Management Group, Inc.
Environmental Consultants
Wilmington, N.C.
December, 2006
Figure 2
USGS Topgraphic Map
~~ \ "4w.^~ ~~
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~~~~ ~ ~.
!~;!~ 3 1 2007
DIVISION OF
COASTAL MANAGEMENT
'`Boundaries are approximate and are
not meant to be absolute.
Map Source: NRCS Soils Map.
208 Seacrest Drive
New Hanover County, NC
OZ-06-675
a_ SITE
SCALE 1" = 0.25 Miles'
Land Management Group, Inc.
Environmental Consultants
Wilmington, N.C.
December, 2006
Figure 3
Soils Map

'`Boundaries are approximate and are ~~'~'~
not meant to be absolute.
Map Source: NEW HANOVER COUNTY 2002 AERIALS
208 Seacrest Drive
New Hanover County, NC
02-06-675
DIVISION OF
COASTAL MANAGEMENT
SITE
SCALE 1" = 100'
Land Management Group, Inc.
Environmental Consultants
Wilmington, N.C.
December, 2006
Figure 4
Aerial Map
r ~~~~~j-Njt~ JRN 3 12001 II II

'ABASE
- __ __ ~_
~~~
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X=2358310.91 t ' ? '`- . t ", • _ -� ' - .•�' '�'e-#
Y=171423.6 ti X=2359459,46
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x=zassasa
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X=2361448.02
Y=169910.39
0 Setback Points
Right -Of -Way
Disposal Areas
Setback
Navigation Channel
160 80 0 160 320 480 640
Feet
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LANC biANACEMEt~'T G$nUF me
~~%C~
LAND MANAGEMENT GROUP INC
ENVIRONMENTAL CONSULTANTS
PO BOX 2522
WILMINGTON, N.C.284o2
EMAIL: [e-mail]
TELE: (910) 452-oaol
FAX: (g1o)452•0060
EDGF~QF CQAS'fAL
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208 SEACREST DR.
MLW RUNS AL G EX G
STANDING AINI ALL
MHW

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PROJECT: sPr~,
CLIENT: ~`
CADFILE: ~
DRAWN BY:
SCALE:

\\
-5.6
x
i.o 23.0
x -i. ~; ~ J~G~ 24.
~'~°~k~
-2.6
x
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x
THREE SECTIONS TO
REPLACED

-4.6
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TO REMAIN
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,,
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APPROX. MHW
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LANG MAt7A^uRlSEtiT GRCUP me LAND MANAGEMENT GROUP INC
CLIENT; DAVIDFIAYD
JOB # 02-0 75
'~~ ENVIRONMENTAL CONSULTANTS RETAINING WALL & FIXED PIER PLACEMENT i3
o6
DATE: iz
CADFILE: o2o6tn5-GIs .
.

~~ PO BOX 2522 TELE: (9io)452-oooi 208 SEACREST DR
DRAWN BY: cLc REVISIONS: 1.16.07
WILMINGTON, N.C. 28go2 FAX: (9io) 452-0060
"
'
SHEET 6
EMAIL: [e-mail] =10
SCALE: 1
LAND MANAGEMENT GROUP INC.
NOTES
1. PROJECT AREA HAS NOT BEEN
SURVEYED.
2. ALL INFORMATION HAS BEEN TAKEN
FROM THE NEW HANOVER COUNTY
GIS MAPPING SERVICES WTTH
MINIMAL GROUND TRUTHING.
3. LENGTHS OF EXISTING FREE
STANDING RETIANING WALL HAVE
BEEN FIELD MEASURED.
4.ACTUAL STUCTURAL DESIGN TO BE
PER ENGINEER OR CONTRACTOR
5. FIXED PIER WILL BE REPLACED
WHERE FREE STANDING RETAINING
WALL RUNS BENEATH THE FIXED
PIER AND FINGER PIER.
6. PRELIMINARY PLAN: NOT FOR
CONSTRUCTION
~. DEPTHS RELATIVE TO MLW
GRAPHIC SCALE
~o o s ~o zo
( IN FEET )
1 inch = 10 ft.

LAND MANAGEMENT GROUP INC..
NOTES
1. PROJECT AREA HAS NOT BEEN
SURVEYED.
2. ALL INFORMATION HAS BEEN TAKEN
FROM THE NEW HANOVER COUN'T'Y
GIS MAPPING SERVICES WITH
MINIMAL GROUND TRUTHING.
3. TOTAL DREDGE AREA PROPOSED:
2294 SQ FT.
4.TOTAL MATERIAL TO BE REMOVED
FROM DREDGE AREA: 241 c.y.
5. EXCAVATION TO BE PERFORMED BY
BARGE AND BUCKET METHOD
6. PRELIMINARY PLAN: NOT FOR
CONSTRUCTION
.ALL DEPTHS SHOWN TO
APPROXIMATE MEAN LOW WATER
GRAPHIC SCALE
10 0 5 10 20
(IN FEET )
i inch = 10 ft.
W
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:.AND NANAGRMFN'f GROUF orc
~ ~`~ii~
LAND MANAGEMENT GROUP INC
ENVIRONMENTAL CONSULTANTS
PO BOX 2522
WILMINGTON, N.C. 28go2
TELE: (gio)452-oooi
FAX: (9io)452-oo6a
EMAIL: [e-mail]
EXCAVATION PLAN
208 SEACREST DR.
PROJECT: SEACRESTDRzas
CLIENT: DAVID FLOYD
CADFILE: ozo667s-GIS
DRAWN BY. cLc
SCALE: I"=IO'
WRIGH'1'SVILLEBEACH NEWHANOVERCOUNTY
JOB # 02-06-675
DATE: 12.13.06
REVISIONS: 1.16.07
SHEET ~

4
3
2
0
- MHW (3.80')
- NAVD88 (2.29')
_ MLW (0')
_ MLLW (-0.15')
GRAPHIC SCALE
7 0 3,5 7 14
( IN FEET )
1 inch = 7~ ft.
ELEVATION INFORMATION FOR NOAA TIDAL
STA110N 865-8163 LOCATED AT WRIGHTSVILLE
BEACH, NROTH CAROLINA ,1983-2001 EPOCH
VERTICAL DATUM RELATIONSHIPS
RELATIVE TO MLW (MEAN LOW WATER)
A
SHEATHING
WITH FILTER
CLOTH
WALER
~3.8 ~3.8
I MLW {MLW
PROPOSED EXCAVATION DEPTH •5.5' MLW
TYPICAL PROFILE: NOT FOR CONSTRUCTION
~
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~~
aQ

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TEMPORARY
SHEET PILE
PILING
DEADMAN
A'
s~5~~
AEPTHS "
PER
PILING
CONTRACTOR
~~~~~RW~~ LAND MANAGEMENT GROUP INC FRO,>ECr: 9BACRESTDR.zaB ~~~~>~B>A~ NEw~o~R~~
~;~ ENVIRONMENTAL CONSULTANTS PROFILE EXCAVATION AREA D o
ob-675

~ PO BOX 2522 TELE: (9io) 452-aooi CADFILE;
ozo66~>~GIS b
DATE: 12
~
° W1LM[NGTON,N.C.z84os FAX: (9io)48z-oo6o 208 SEACREST DR. DRAWN BY: c~c REVISIONS: 1,16.07
it ~'~~~ BMAIL:[e-mail] SCALE: ~,~-~~ SHEET s
NOTES:
1.FINAL PROPOSED EXCAVATION DEPTH OF -5~5~
MLW PERFORMED BY BARGE AND BUCKET.
2.TOTAL MATERIAL REMOVED:N142 C.Y.
3.PROPOSED FREE-STANDING RETAINING WALL
TO BE PLACED IN EXISTING FREE-STANDING
RETAINING WALL LOCATION.
4.SHEETPILE TO BE UTILIZED TO RETAIN
SUBSTRATE DURING RETAINING WALL ~ ,~
REMOVAL AND INSTALLATION ONLY. ~

TYPICAL PROFILE: NOT FOR CONSTRUCTION
o ~
v
~° z ~
cn w ~
Zo o .~
z O
m~
Z
-~
SHEATHING
WITH FILTER
CLOTH
WALER
~3.8
AML
TEMPORARY
SHEET PILE
PILING
DEADMAN
A'
SUBSTRATE
DEPTHS
PER
PILING
CONTRACTOR
O 2• _ 10
__
6J!--
~„m""'u"°°'7°n°ur°` LAND MANAQEMENT QROUP INC
ENVIRONMENTAL CONSULTANTS RETAINING WALL PROFILE
PO BOX zSzz TELE: (gio)g5z-0oot 208 SEACREST DR.
.r ~ WILMINGTON, N.C. zBgoz FAX: (9~o)45z-oo6o
EMAIL: [e-mail]
PROJECT: SEnCREST DR zos
CLIENT: nnvin Fwm
DRAWN BY: C[.C
SCALE: ~"=s'
NEW HANOVER
JOB # 02-06-6
DATE: ~/ii/ob
SHEET g

s
eQ� �
AERIAL FROM NEW HANOVER COUNTY GIS DATABASE
PRELIMINARY PLAN NOT FOR CONSTRUCTION
II.ANID 7-7GR®UP ac I LAND MANAGEMENT GROUP INC
T nTTTI lIT TT .f TINT A T /1/'�h TQUT T A TTf1
r- V1iMiNIV1L1V1til.lVIVJUL1tf1T'V1.7
PO BOX 2522 TELE: [phone]
WILMINGTON, N.C. 28402 FAX: (910) 452-oo6o
LG EMAIL: [e-mail]
0002 rAERiAL
208 SEACREST DR.
Y.
y
GRAPHIC SCALE
70 0 35 70 140
( IN FEET) C-)
1 inch = 70 ft. O
LF)-
PROJECT: SEACREST DR. 208 >o
CLIENT DAVID FLOYD
fn 4 i
CADFILE: 02o6675 -GIS
DRAWN BY: cLc m
WRIGHTSVILLE BEACH NEW HANOVER COUNI Y
JOB # 02-o6-675
DATE: 12.13.o6
REVISIONS: 1.16.07
T TT TT _