20060053 Ver 1_CAMA Application_20090408

OCo-Op53Ug."
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NCDENR
North, Carolina Department of Environment and Natural Resources
Division of Coastal Management
Beverly Eaves Perdue James H. Gregson Dee Freeman
Governor Director j1 Secretary
April 7, 2009 ,'\Ff ??+ ;,' l?>?
. ,:
MEMORANDUM: APR
TO: Cyndi Karoly, Supervisor ?' Tt?NDS,??sAp0T06j rQU,
401 Oversight & Express Permits Unit 4141,q
Division of Water Quality-Surface Water Protection
FROM: Doug Huggett, NC DENR-DCM Major Permits Coordinator
400 Commerce Ave., Morehead City, NC 28557 (Courier 11-12-09)
SUBJECT: CAMA/Dredge & Fill Major Permit Application
Applicant: Cape Fear Landing Development, LLC (c/o: Tom Peterson)
Project Location: 140 Yacht Basin Drive, adjacent to the AIWW, in Southport, Brunswick Co.
Proposed Project: To construct an upland basin and docking facility, and excavate a new acess
channel
Please indicate below your agency's position or viewpoint on the proposed project and return this
form by April 30, 2009. If you have any questions regarding the proposed project, contact Heather
Coats [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 Ext.: Wilmington, NC 28405
Phone: [phone] FAX: [phone] Internet: www.nccoastalmanagement.net
An Equal Opportunity \ Affirmative Action Employer
One,
NofthCarofina
Naturally
DIVISION OF COASTAL MANAGEMENT
FIELD INVESTIGATION REPORT
1. APPLICANT'S NAME: Cape Fear Landing Development, LLC, c/o Tom Peterson
2. LOCATION OF PROJECT SITE: The project is located 140 Yacht Basin Drive, adjacent to the Atlantic
Intracoastal Waterway (AIWW), in Southport, Brunswick County.
Photo Index - 2006: 10-6108: 18-19, T-U 2000: 9-91: 6, L-M 1995:10-92: 13, C-D
State Plane Coordinates - X: 2296556 Y: 61868 GPS - Q012713A
Latitude: 33°54'57.48892"N Longitude: 78°01'21.67116"W
3. INVESTIGATION TYPE: CAMA/ Dredge & Fill
4. INVESTIGATIVE PROCEDURE: Dates of Site Visit - 11/20/08,2/3/09
Was Applicant Present - No (agent present on 11/20)
5. PROCESSING PROCEDURE: Application Received - 3/4/09 (complete)
Office - Wilmington
6. SITE DESCRIPTION:
(A) Local Land Use Plan - City of Southport
Land Classification From LUP - Limited Transition
(B) AEC(s) Involved: EW, PTA, ES, CW
Water Dependent: Yes
(D) Intended Use: Commercial
(E) Wastewater Treatment: Existing -None Planned-None
(F) Type of Structures:
Existing - Concrete retaining wall, pilings, unimproved parking area.
Planned - Six-slip open water docking facility & upland basin with 4-slip docking facility, new
dredging.
(G) Estimated Annual Rate of Erosion: N/A
Source - N/A
7. HABITAT DESCRIPTION:
[AREA]
nppnrFpn VTT T Un n•rTTrn

(A) Vegetated Wetlands- Coastal Wetlands
334 sq. ft. (CW) 7 q. ft
ed)
Z
-541 sq
(B) Non-Vegetated Wetlands 2,472 sq. ft. (double -2,7
40sq..
ft.

(Open water) bulkhead & (incorporated)
ri ra )

(C) Other - Highground 3,335 sq. ft.
(upland basin) -957 sq. ft. 12,725 sq. ft.
(riprap, double (disturbed,
bulkhead spoil disposal)
construction)
(D) Total Area Disturbed: 23,230 sq. ft.(0.53 acres)
(E) Primary Nursery Area: No
(F) Water Classification: SA Open: No
(G) PROJECT SUMMARY: The applicant is proposing to excavate and bulkhead an upland basin with four
boat slips, construct a six-slip open water docking facility and to excavate a new access channel.
Cape Fear Landing Development, LLC, c/o Tom Covington
Page Two
9. PROJECT DESCRIPTION
The project is located at 140 Yacht Basin Drive, adjacent to the Atlantic Intracoastal Waterway (AIWW), in
Southport, Brunswick County. To find the project site, travel south on US Highway 17 to NC Highway 133
South. Travel approximately 23.75 miles south and turn left on to N. Howe St/NC Hwy 211.Turn right at the end
of N. Howe St. onto W. Bay St. Travel approximately 0.2 miles to the end of W. Bay Street and the property will -
be located on the left at the southeast corner of W. Bay Street and Yacht Basin Drive.
The entire property consists of four lots totaling approximately 0.56-acres, which is located within the planning
jurisdictions of Southport. The property is bordered by single-family residences to the west, the AIWW to the
south and a vacant property to the east. An abandoned fish house is also located over open water to the west.
According to the applicant, the property averages an approximate elevation of 0' to 4' above Normal High Water
(NHW). The higlground is bordered by coastal and §404 wetlands to the south. High marsh vegetation consists
primarily of Sea Oxeye (Borrichia frutescens), Common Reed (Phragmites australis), Salt Meadow Hay
(Spartina patens), and Spikegrass (Distichlis spicata), with a depressed salt pan area located landward of a small
berm where Smooth Cordgrass (Spartina alterniora) is also growing. The high marsh then transitions waterward
to the berm where the vegetation predominantly consists of Sea Oats (Uniola paniculata), Goldenrod (Solidago
sempervirens) and Sea Oxeye. Flooding of the wetlands onsite appears to originate from the adjacent property to
the east, rather than over the berm and from the AIWW. Remnants of a concrete retaining wall remain near the
coastal wetland boundary.
The waters of the AIWW, adjacent to the project site, are classified as SA by the North Carolina Division of
Water Quality. They are not designated as a Primary Nursery Area (PNA) by the N.C. Division of Marine
Fisheries, and they are closed to the harvest of shellfish.
PROPOSED PROJECT
The applicant is proposing a 6-slip commercial docking facility, to excavate an upland basin accommodating an
additional four boat slips, and excavation of an access channel and open water boat basin. The six-slip dock
would consist of a pier, measuring approximately 70' in length by 6' in width, leading to a 62' in length by 5' in
width T-head. A finger pier is then proposed at both ends of the T-head, each measuring 25' in length by 3' in
width. A third finger pier is proposed as an extension of the pier, and would measure 24' in length by 3' in width.
Four boat lifts are proposed within the four resulting slips with an additional two boat lifts proposed on the
landward (northern) side of the docking facility. The boat lifts would measure 11.5' in length by 12.5' in width.
Current water depths at the proposed docking facility, outside of the proposed areas of excavation, range from -2'
to -11' at Mean Low Water (MLW). An access channel would be excavated west of the docking facility towards
highground to allow access to the proposed upland basin. An additional basin area, measuring approximately 31'
in length by 27' in width, would be excavated on the landward side of the docking facility, within slip 6 (See
sheet 3 of 11). The proposed access channel would measure approximately 75' in length and would range from
21'-26' in width. The proposed upland basin to be excavated would be L-shaped and would measure
approximately 86' in length by 26' in width with a 50' in length by 26' in width perpendicular extension to the
east. All proposed excavation would be performed to a final project depth of -6' at Mean Low Water (MLW) and
would be performed via buckei to barge. The shoreline within the upland basin would be stabilized by a single
bulkhead to the north and west and a double bulkhead to the eastern and southern ends of the basin. The two
bulkheads would be spaced approximately 6' apart. The upland basin would accommodate an additional four
vessels. The waterward bulkhead would be aligned at or landward of the high water line, except for the area on
both sides of the proposed entrance channel, where the bulkheads would extend approximately five feet below
Mean High Water (MHW). Within the basin, two boatlifts, each measuring 11.5' in length by 12.5' in width,
Cape Fear Landing Development, LLC, c/o Tom Covington
Page Three
would be installed in each of the two basin extensions. The entire site, as proposed, would accommodate a total of
ten vessels. A six foot wide boardwalk is proposed around the perimeter of the upland basin and a 190 square
foot uncovered platform would be constructed over high ground in the northern corner of the basin, between the
two extensions. Approximately 97 linear feet of riprap is proposed along the waterward edge of the double
bulkhead to the east of the entrance channel, measuring 10' in width. The riprap would continue onto high ground
up to the coastal wetland line, east of boat slips 7 & 8. Spoil from the proposed excavation would be located on
the remaining high ground portion of the property, outside of the 30' buffer. Dimensions of the, spoil area would
measure approximately 120' in length by 120' in width. After spoil dewaters, it would then be trucked to 2064
Smithtown Road (Parcel #'s 1860000905 & 186000090). This site is located at the corner of NC Hwy 211 and
Sunset Harbour Road. The spoil would be located on the side of the property adjacent to, and accessed from,
Sunset Harbor Road (see Sheet 11 of 11). A letter of authorization has been submitted from the property owner
allowing the applicant to place the spoil on site. Dimensions of disturbance on this secondary spoil site would be
approximately 200' in length by 200' in width.
10. ANTICIPATED IMPACTS
The excavation of the proposed upland marina basin would impact approximately 334 sq. ft. of coastal wetlands
and approximately 3,335 sq. ft. of high ground. The proposed access channel and open water basin would impact
approximately 2,472 sq. ft. of shallow bottom. Approximately 565 cubic yards of material would be excavated
from below MLW and 1,760 cubic yards of material would be excavated from high ground. Approximately 126
sq. ft. of coastal wetlands would also be shaded by the six foot wide boardwalk to be constructed around the
basin. Approximately 498 sq. ft. of high ground would be filled as a result of the double bulkhead construction.
Although no bulkhead backfill is proposed landward of the upland basin, additional indirect impacts of the coastal
wetlands to the north could possibly result from the construction of the bulkhead due to a potential change in
hydrology. Similarly, coastal and §404 wetlands could also be impacted due to the riprap proposed at the eastern
end of the upland basin, as it is located waterward of the existing wetlands at an approximate height of 5' above
the high water line. Approximately 512 square feet of shallow bottom would be impacted from riprap placement.
Approximately 388 square feet of riprap would be placed above the high water line, waterward of the bulkhead.
Excavating to a depth to -6' at NLW with a box cut could adversely impact the adjacent fish house structure
located immediately west of the project area as support pilings are located within the predicted sloughing area.
Plans show a loss of 2' of substrate around these pilings due to sloughing. The proposed pier and six-slip docking
facility would incorporate approximately 2,740 sq. ft. of Estuarine Waters and Pubic Trust Area. The proposed
docking structure would not encroach into the adjacent 15' Riparian Corridor Setback Areas, nor into the US
Army Corps of Engineers setback and would extend approximately 95' into the waterbody, which measures
approximately 3500' across, and thus meets the'/4 width rule. Increases in turbidity should be expected during
construction. The spoil disposal would result in the disturbance of approximately 12,725 square feet of high
ground on the site and approximately 40,000 square feet of disturbance at the final disposal site.
Submitted by: Heather Coats Date: 4/1/09 Office: Wilmington
RECEIVED Project Narrative
FEB 19 2009 CAMA Major Permit
Cape Fear Landing
®CM WILMINGTON, NC Brunswick County, North Carolina
Caper Fear Landing Development, LLC, Applicant
The purpose of the project is to create a commercial docking facility with six open water
and four upland basin slips for lease or sale.
This CAMA Major Permit Application specifically proposes a six slip open water
docking facility, a four slip upland basin and associated access pier, docks, boardwalks,
190 square feet of open decking, bulkheads and riprap. Existing parking is available at
the site. The site is located adjacent to the Cape Fear River, Southport, Brunswick
County, North Carolina.
Access to the upland basin will be provided by a channel varying in width from twenty
one to twenty six feet wide by seventy five feet long dredged to -6 MLW. No hydraulic
dredging is proposed. Excavation of the upland basin impacts 333.5 square feet of
insignificant coastal wetlands. See sheets 8-10 of 11 for representative photographs. No
404 wetlands will be impacted. See figure 3 of 11 for temporary spoil staging area.
Temporary spoil staging area will be contained by silt fencing. See figure 11 of 11 for
permanent spoil disposal area, located at 2064 Smithtown Road, Brunswick County, NC
(Parcel #'s: 1860000905 and 186000090) approximately 10 miles from the site.
Waters of the Cape Fear River in the vicinity of the subject property are classified as SC.
There are no floating structures proposed. All docks and piers will be fixed. All slips
will be lift slips. All proposed structures are located outside of the USACE 80' setback.
The width of the water body is approximately 3,500 feet. The one quarter water body
width is therefore beyond the scope of the plan drawings for the project.
The site is currently undeveloped with the exception of an existing parking area, a
-1-
concrete retaining wall and pilings from previous docking facilities.
Standard marine construction methodologies will be used.
RECEP Emu
FEB 19 2009
DCM WILMINGTON, NC
-2-
February 19, 2009
Heather Coats
NC Division of Coastal Management
127 Cardinal Drive
Wilmington, NC 28405-3845
Dear Heather,
The Covenant Land Group has reviewed the CAMA major application submitted by Cape Fear
Landing and has no objections to their proposal.
Regards.
/ows--
Mark Brisson
RECEIVED
FEB 19 2009
DCM i+VILMP'o'fg- 4, NC
DCM MP-1 Lo - OOS3 U 2-
APPLICATION for
Major Development Permit
(last revised 12127/06)
North Carolina DIVISION OF COASTAL MANAGEMENT
1. Primary Applicant/ Landowner Information
Business Name
Cape Fear Landing Development, LLC Project Name (if applicable)
Cape Fear Landing
Applicant 1: First Name
Tom MI
NA Last Name
Peterson
Applicant 2: First Name
NA MI
NA Last Name
NA
if additional applicants, please attach an additional page(s) with names listed.
Mailing Address
1101 Wyland Court PO Box
NA City
Leland State
NC
ZIP
28451 Country
Brunswick Phone No.
910 - 297 - 7222 ext. NA FAX No.
910 - 401 - 1669
Street Address (if different from above) City State ZIP
Email
L. Agent/contractor Information
ate ra;;, ,,
Business Name U5 U ,
Land Management Group, Inc. b J tj
P
Agent/ Contractor 1: First Name MI Last Name
Greg S Finch DENR -1WATER QblQ
LIT
.
Y
WETLA
Agent/ Contractor 2: First Name MI Last Name
William S Morrison
Mailing Address PO Box City State
2522 Wilmington NC
ZIP Phone No. 1 Phone No. 2
28402 910 - 452 - 000 1 ext. NA NA- - ext.
FAX No. Contractor #
910 452 0060 NA
Street Address (if different from above) City State

3805 Wrightsville Avenue
Wilmington
NC ZIP
28403-
Email

[e-mail]; [e-mail] ®C
R E CE I V E
<Form continues on back> FEB 19 2009
DCM WILMINGTON, NC
252-808-2808 .. 1-888-4RCOA ?T :. www.nccoastalmanagement.net
Form DCM MP-1 (Page 2 of 4)
APPLICATION for
Major Development Permit
3. Project Location
County (can be multiple) Street Address State Rd. #
Brunswick 140 Yacht Basin Drive NA
Subdivision Name City State Zip
NA Southport NC 28461-
Phone No. Lot No.(s) (if many, attach additional page with list)
- - ext. 1, 2, 3, 4,
a. In which NC river basin is the project located? b. Name of body of water nearest to proposed project
Kl= ;Z?
LA Cape Fear River
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 Cape Fear River
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.
Southport
4. Site Description
a. Total length of shoreline on the tract (ft.) b. Size of entire tract (sq.ft.)
114.82' 24,567 s.f.
c. Size of individual lot(s) d. Approximate elevation of tract above NHW (normal high water) or
6,295 s.f., 5,817 s.f., 5,698 s.f., 6,757 s.f. NWL (normal water level)
(If many lot sizes, please attach additional page with a list) 0' to 4' ®NHW or ?NWL
e. Vegetation on tract
Native grasses and shubs.
f. Man-made features and uses now on tract
Existing parking area. Concrete retaining wall. Remaining piling from previous docking facility.
g. Identify and describe the existing land uses adjacent to the proposed project site.
Business, and commercial uses.
h. How does local government zone the tract? i. Is the proposed project consistent with the applicable zoning?
BD (Attach zoning compliance certificate, if applicable)
®Yes ?No ?NA
j. Is the proposed activity part of an urban waterfront redevelopment proposal? ?Yes ®No
k. Hasa professional archaeological assessment been done for the tract? If yes, attach a copy. ?Yes ?No ®NA
If yes, by whom?
1. 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?
11 V CLAP
<Form continues on next page>
FEB 19 2009
P+sa ail?¦ iv?aiv?-sa6hl ?f a if s?I'rY r`*' i N e
_ e_
252-808-2808 :. 1.888-4RCCAST :. www.nccoastalmanagement.net
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 conducted? ®Yes ?No
(Attach documentation, if available)
n. Describe existing wastewater treatment facilities.
None existing. City of Southport sewer available.
o. Describe existing drinking water supply source.
None existing. City of Southport water system available.
p. Describe existing storm water management or treatment systems.
None.
5. Activities and Impacts
a. Will the project be for commercial, public, or private use? ®Commercial ?Public/Government
[]Private/Community
b. Give a brief description of purpose, use, and daily operations of the project when complete.
The purpose of the proposed project is to create a six slip open water docking facility and an upoland basin with 4 additional
slips. Slips are to be leased or sold.
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 methods and equipment will be used for the construction of the dock system. Equipment will
be stored on the upland portions of the property.
d. List all development activities you propose.
Construction of a six slip open water boating facility and four slip upland basin with associated bulkhead, rip rap and
boardwalks including 190 s.f. of open decking.
e. Are the proposed activities maintenance of an existing project, new work, or both? New work
f. What is the approximate total disturbed land area resulting from the proposed project? 4,000 (Upland Basin Excavation)
®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.
No new discharges are proposed with this application.
i. Will wastewater or stormwater be discharged into a wetland? ?Yes ®No ?NA
If yes, will this discharged water be of the same salinity as the receiving water? ?Yes ?No ®NA
j. Is there any mitigation proposed? ?Yes []No ®NA
If yes, attach a mitigation proposal.
?. . . a- Ice
<Form continues on back> FEB 19 2009
252-808-2808 .. 1-888-4RCOAST :: www.nccoastA9 UN hkG;D NC
Form DCM MP-1 (Page 4 of 4)
APPLICATION for
Major Development Permit
6. Additional'Infonnation
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) - (i) are always applicable to any major development application. Please consult the application
instruction booklet on how to properly prepare the required. items below.
a. A project narrative.
b. An accurate, dated work plat (including plan view and cross-sectional drawings) drawn to scale. Please give the present status of the
proposed project. Is any portion already complete? If previously authorized work, clearly indicate on maps, plats, drawings to distinguish
between work completed and proposed.
c. A site or location map that is sufficiently detailed to guide agency personnel unfamiliar with the area to the site.
d. A copy of the deed (with state application only) or other instrument under which the applicant claims title to the affected properties.
e. The appropriate application fee. Check or money order made payable to DENR.
f. A list of the names and complete addresses of the adjacent waterfront (riparian) landowners and signed return receipts as proof that such
owners have received a copy of the application and plats by certified mail. Such landowners must be advised that they have 30 days in
which to submit comments on the proposed project to the Division of Coastal Management.
Name Yacht Basin Holdings Il, LLC Phone No. NA
Address 32520 Archdale, Chapel Hill, NC 27514
Name Exum Family, LLC Phone No. NA
Address 2024 Lynnwood Drive, Wilmington, NC 28403
Name The Covenant Land Group, LL Phone No. NA
Address 101 Wyland Ct. Leland, NC 28451
Name The City of Southport
Address 201 E. Moore St. Southport, N.C. 28461
g. A list of previous state or federal permits issued for work on the project tract. Include permit numbers, permittee, and issuing dates.
NA
h. Signed consultant or agent authorization form, if applicable.
i. Wetland delineation, if necessary.
j. A signed AEC hazard notice for projects in oceanfront and inlet areas. (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.
Dater Print Name(, ? f? l)
Signature RECEIVED
Please indicate application attachments pertaining to your proposed project.
®DCM MP-2 Excavation and Fill Information ?DCM MP-5 Bridges and Culverts
®DCM MP-3 Upland Development
®DCM MP-4 Structures Information
FEB 19 2009
T )C M WILMINGTON, NC
252-808-2808 .. 1-888-4RCOAST :. www.nccoastaImanagernent.net
Form DCM MP-2
EXCAVATION and FILL
(Except for bridges and culverts)
Attach this form to Joint Application for CAMA Major Permit, Form DCM MP-1. Be sure to complete all other sections of the Joint
Application that relate to this proposed project. Please include all supplemental information.
Describe below the purpose of proposed excavation and/or fill activities. All values should be given in feet.
Access Other
Channel
(NLW or Canal Boat Basin Boat Ramp Rock Groin Rock (excluding
Breakwater shoreline
NWL) stabilization)
Length 75' 86', 50' 27'
Width Varies 21'-26' 26',26' 31'
Avg. Existing
Depth 0 MLW 6' MLW NA NA -1' MLW
Final Project
Depth -6 MLW -6' MLW NA NA -6' MLW
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.
Sand, silt.
565 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 333.5 s.f. ?SAV ?SB
?WL ?None
(ii) Describe the purpose of the excavation in these areas:
Excavation of an upland basisn.
d. High-ground excavation in cubic yards.
1760
2. DISPOSAL OF EXCAVATED MATERIAL ?This section not applicable
a. Location of disposal area. b. Dimensions of disposal area.
2064 Smithtown Road, Brunswick County, NC. Parcel #'s: approx. 200'x200'.
1860000905 and 186000090.
C. (i) Do you claim title to disposal area?
?Yes ®No ?NA
(ii) If no, attach a letter granting permission from the owner
d. (i) Will a disposal area be available for future maintenance?
?Yes ENo ?NA
(ii) If yes, where?
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:
f. (i) Does the disposal include any area in the water?
?Yes ENo ?NA
(ii) If yes, how much water area is affected?
It I r%
RECEI
E®
FEB 19 2009 DCM WILMINGTON, NC
252-808-2808 :: 1-888-4RCOkST :: www.nCCOastailmanagement net revised: 12/26/06
Forms OCM MP-2 (Excavation and Fill, Page 2 of 3)
3. SHORELINE STABILIZATION ?This section not applicable
(if development is a wood groin, use MP-4 = Structures)
a. Type of shoreline stabilization:
®Bulkhead ®Riprap ?Breakwater/Sill ?Other:
c. Average distance waterward of NHW or NWL: Bulkhead-0
Riprap-5'
e. Type of stabilization material:
Wood, metal, vinyl or concrete bulkhead.
g. Number of square feet of fill to be placed below water level
Bulkhead backfill 60 Riprap 481
Breakwater/Sill Other
i. Source of fill material.
Sand excavated from basin for bulkhead backfill.
DCM WILMINGTON, NC
4. OTHER FILL ACTIVITIES ZThis section not applicable
(Excluding Shoreline Stabilization)
a. (i) Will fill material be brought to the site? ?Yes ?No ?NA b. (i) Will fill material be placed in coastal wetlands/marsh (CW),
If yes,
(ii) Amount of material to be placed in the water
(iii) Dimensions of fill area
(iv) Purpose of fill
b. Length: Bulkhead-408'. Riprap-97'
Width: Bulkhead-1'. Riprap-10'
d. Maximum distance waterward of NHW or NWL: Bulkhead-5'
Riprap-10'
f. (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.
Sand. DECEIVE
FEB 19 2009
submerged aquatic vegetation (SAV), shell bottom (38), 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)?
Silt Fencing Bucket to barge operation or backhoe, piling rig, dump trucks.
c. (i) Will navigational aids be required as a result of the project?
?Yes ZNo ?NA
(ii) If yes, explain what type and how they will be implemented.
d. (i) Will wetlands be crossed in transporting equipment to project
site? ?Yes ENo ?NA
(ii) If yes, explain steps that will be taken to avoid or minimize
environmental impacts.
?l ?`? L0`1
Date
Cape Fear Landing
Project Name
Cape Fear Landing Development, LLC
Applicant Name
r
Applicant Sig attire
252-808-2808 :: 1-888-4RCOAST :: www.nccoastalmanaaement.net revised: 12/26,06
RECEIVED
Form DCM MP-3 FE? 19 2009
AUPLAND DEVELOPMENT
(Construction and/or land disturbing activities)
Attach this form to Joint Application for CAMA Major Permit, Form DCM MP-1. Be sure to complete all other sections of the Joint
Application that relate to this proposed project. Please include all supplemental information.
UPLAND
a. Type and number of buildings, facilities, units or structures
proposed.
325 linear feet of 6' wide elevated wooden slatted
boardwalk around basin and 190 s.f. of open decking.
Bulkheaded basin excavated in upland as described in MP-
2.
c. Density (give the number of residential units and the units per
acre).
NA
e. If the proposed project will disturb more than one acre of land, the
Division of Land Resources must receive an erosion and
sedimentation control plan at least 30 days before land-disturbing
activity begins.
(i) If applicable, has a sedimentation and erosion control plan been
submitted to the Division of Land Resources?
?Yes ?No ®NA
(ii) If yes, list the date submitted:
b. Number of lots or parcels.
4 existing lots.
d. Size of area to be graded, filled, or disturbed including roads,
ditches, etc.
12,725 s.f. located outside of 30' buffer for temporary spoil
staging area.
f. List the materials (such as marl, paver stone, asphalt, or concrete)
to be used for impervious surfaces.
No new impervious surfaces proposed
g. Give the percentage of the tract within the coastal shoreline AEC to
be covered by impervious and/or built-upon surfaces, such as
pavement, building, rooftops, or to be used for vehicular driveways
or parking.
Zero
i. Give the percentage of the entire tract to be covered by impervious
and/or built-upon surfaces, such as pavement, building, rooftops,
or to be used for vehicular driveways or parking.
No new impervious surfaces proposed.
j. Describe proposed method of sewage disposal.
NA
I. Describe location and type of proposed discharges to waters of the
state (e.g., surface runoff, sanitary wastewater, industrial/
commercial effluent, "wash down" and residential discharges).
NA
h. Projects that require a CAMA Major Development Permit may also
require a Stormwater Certification.
(i) Has a site development plan been submitted to the Division of
Water Quality for review?
?Yes ®No ?NA
(ii) If yes, list the date submitted:
k. Have the facilities described in Item (i) received state or local
approval?
?Yes ?No ®NA
If yes, attach appropriate documentation.
M. Does the proposed project include an innovative stormwater
design?
?Yes ?No ®NA
If yes, attach appropriate documentation.
252-808-28082 :: 1-888-4RCOAST :: www.necoastaImanagement.net revised: 12/26/06
Form DICM CIF-3 (Upland Development, Page 2 of 2)
m. Describe proposed drinking water supply source (e.g., well,
community, public system, etc.)
NA
o. When was the lot(s) platted and recorded?
9-7-2005
n. (i) Will water be impounded? ?Yes ?No ®NA
(ii) if yes, how many acres?
p. If proposed development is a subdivision, will additional utilities be
installed for this upland development?
?Yes ?No (DNA
Date
Cape Fear Landing
Project Name
Cape Fear Landing Development, LLC
Applicant Name
J
Applicant nature
RECEIVE
FEB 19 2009
DCM WILMINGTON, NC
252-808-2808 :: 1-888-4RCOAST :: www nccoastalmanagement.net revised: 12126106
RECEIVED
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 ?This section not applicable
FEB 19 2009
DCM WILMINGTON, NC
a. (i) Is the docking facility/marina: b. (i) Will the facility be open to the general public?
?Commercial ?Public/Government EPrivate/Community ?Yes ENo
c. (i) Dock(s) and/or pier(s)
(ii) Number 3
(iii) Length 1 fixed pier (U-) 91' (from MHW). 2 fixed docks
28'.
d. (i) Are Finger
If yes:
(ii) Number
(iii) Length
(iv) Width
(v) Floating
Piers included? ®Yes ?No
2
25'
3'
?Yes ED%
(iv) Width Fixed pier @ 6' and 3'. Fixed docks @ 5'
(v) Floating ?Yes ED%
e. (i) Are Platforms included? ?Yes ENo
If yes:
(ii) Number
(iii) Length
(iv) Width
(v) Floating ?Yes ?No
Note: Roofed areas are calculated from dripline dimensions.
g. (i) Number of slips proposed
10
(ii) Number of slips existing
0
I. Check the proposed type of siting:
E Land cut and access channel
EOpen water; dredging for basin and/or channel
EOpen water; no dredging required
?Other; please describe:
k. Typical boat length: 30'
f. (i) Are Boatlifts included? EYes ?No
If yes:
(ii) Number 10
(iii) Length 11.5'
(iv) Width 12.5'
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:
? Dry storage; number of boats:
? Boat ramp(s); number of boat ramps:
E Other, please describe:
10 Lift Slips
j. Describe the typical boats to be served (e.g., open runabout,
charter boats, sail boats, mixed types).
Mixed power boats
1. (1) Will the facility be open to the general public?
252-808-2808 :: 1-888-ARCOAST :: www.nccoastaimana_qement.net revised: 12127/06
Form ®CM MP-4 (Structures, Page 2 of 4)
m. (i) Will the facility have tie pilings? ?Yes ®No
?Yes ONo
(ii) If yes number of tie pilings?
2. DOCKING FACIUTY/MARINA OPERATIONS NThis 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.
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.
1. 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?
RECEIVE
FEB 19 2009
DCM WILMINGTON, NC
252-808-2808 :: 1-888-4RCOAST :: www.nccoastalmanagement.net revised: 12127106
Form ®C MP-4 (Structures, Page 3 of 4)
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? FEB 19 2009
?Yes ?No D tJU
n. Is the marina/docking ?ofacility proposed within or adjacent to any shellfish harvesting area? DCM WILMINGTON, NC
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. GROIN (e.g., wood, sheetpi/e, etc. If a rock groin, use MP-2, Excavation and Fill.) ZThis section not applicable
a. (i) Number
(ii) Length
(iii) Width
5. BREAKWATER (e.g., wood, sheetpile, etc.) ED 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
d. i5 uie svuciurets/:
?Commercial ?Public/Government ?Private/Community
C. Distance to be placed beyond shoreline
Note: This should be measured from marsh edge, if present
b. Number
d. Description of buoy (color, inscription, size, anchor, etc.)
252-808-2808 :: 1-888-4RGOAST :: www.nccoastalmananement.net revised: 12/27/06
Form DCM MP-4 (Structures, Page 4 of 4)
e. Arc of the swing
7. GENERAL
a. Proximity of structure(s) to adjacent riparian property lines b. Proximity of structure(s) to adjacent docking facilities.
Greater than 15'. --60' to the the East. 23' to the west.
Note: For buoy or mooring piling, use arc of swing including length
of vessel.
c. Width of water body
--3500'
d. Water depth at waterward end of structure at NLW or NWL
Average of -9' MLW
e. (i) Will navigational aids be required as a result of the project?
?Yes NNo ?NA
(ii) If yes, explain what type and how they will be implemented.
8. OTHER ®This section not applicable
a. Give complete description:
0-1
Date
Cape Fear Landing
Project Name
Cape Fear Landing Development, LLC
Applicant Name
L?A
Applicant Signature
RECEIVED
FEB 19 2009
DCM WILMINGTON, NC
252-848-2808 :: 1-888-4RCOAST :: www.nccoastaimanagement.net revised: 12!27106

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FEB 19 2009 Project: Date: Revision Date: 1116109 A?LMG Cape Fear Landing 2/17109
Applicant: Scale: Job Number
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