20090120 Ver 1_CAMA Application_20090206

0 9 -0 1 20
NCDENR
North Carolina Department of Environment and Natural Resources
Division of Coastal Management
Beverly Eaves Perdue James H. Gregson Dee Freeman
Governor Director Secretary
MEMORANDUM: February 5, 2009 ?CR. fl V 19 Q
FEB 6 2009
TO: Cyndi Karoly, Supervisor
401 Oversight & Express Permits Unit D?NR-wnreROUaER
WETLANDS AND STORMWAiER BRANCH
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 Review
Applicant: River Bluff Holdings II, LLC
Project Location: Off Dogwood Rd., NE, (SR1427), adjacent to Cape Fear River, in Northwest
Township, Brunswick Co.
Proposed Project: To construct a 50-slip marina w/boardwalk access, riverfront park area w/boat
ramp, loading dock, gazebos and amenities for 714-lot subdivision
Please indicate below your agency's position or viewpoint on the proposed project and return this
form by March 2, 2009. If you have any questions regarding the proposed project, contact Heather
Coats 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 Ext., Wilmington, NC 28405
Phone: [phone] ; FAX: [phone] Internet: www.nccoastalmanagement.net
An Equals Opportunity, A Action EmPloyer
One
NorthCarofina
AW(rallif
DIVISION OF COASTAL MANAGEMENT
FIELD INVESTIGATION REPORT
APPLICANT'S NAME: River Bluff Holdings II, LLC, c/o Joseph Stillwell
LOCATION OF PROJECT SITE: The project is located off Dogwood Road NE (SR 1427), adjacent to the
Cape Fear River, in Northwest Township, Brunswick County.
Photo Index - 2006: 16-7324: T,7-8;U,6-10;V,6-11;W,5-13;X,4-13 2000: 16-165: A, 13-21;B,14-20;C,15-
20;D,16-19;E,18 1995: 17-203: O-Q,7;N-X,8-22;0-X,23-24
State Plane Coordinates - X: 2285182 Y: 214460 GPS - Q12161 lA
Latitude: 34°20'07.86584"N Longitude: 78°03' 19.38215"W
3. INVESTIGATION TYPE: CAMA/Dredge & Fill
4. INVESTIGATIVE PROCEDURE: Dates of Site Visit -12/16/08
Was Applicant Present -No
5. PROCESSING PROCEDURE: Application Received - 1/7/09 (complete)
Office - Wilmington
6. SITE DESCRIPTION:
(A) Local Land Use Plan -Brunswick County
Land Classification from LUP - Low Density Residential, Conservation
(B) AEC(s) Involved: EW, PTA, ES
Water Dependent: Yes
(D) Intended Use: Community
(E) Wastewater Treatment: Existing - Community Planned- N/A
(F) Type of Structures:
Existing - Some roads, bridges, utilities and houses currently under construction.
Planned - 714-lot development with associated amenities, marina, community boat ramp,
platform/gazebos and pavilion.
(G) Estimated Annual Rate of Erosion: N/A
Source - N/A
7. HABITAT DESCRIPTION: [AREA]
DREDGED FIT,I.FD OTNFR
(A) Vegetated Wetlands- § 404-type 1,770 sq. ft.
(404; shaded)
(B) Non-Vegetated Wetlands -434 sq. ft. -40 sq. ft. 23,627 sq. ft.
(Open water) (boat ramp (groin/retaining (incorporated)
construction) wall construction)

(C) Other - Highground -1,848 sq ft. -350 sq. ft. -23 acres
(boat ramp (groin/ retaining (disturbed)
construction) wall construction)
(D) Total Area Disturbed: 23.63 acres
(E) Primary Nursery Area: Yes
(F) Water Classification: Sc Open: No
PROJECT SUMMARY: The applicant is proposing to construct a 50-slip marina with boardwalk access and a
riverfront park area with boat ramp, loading dock, gazebos and associated amenities for a 714-lot development.
River Bluff Holdings H, LLC, c/o Joseph Stillwell
Page Two
9. PROJECT DESCRIPTION
The project is located off Dogwood Road NE (SR #1428), adjacent to the Cape Fear River, in Northwest
Township, Brunswick County. To find the project site travel south on US Highway 74/76 to Mt. Misery Road NE
(the second Leland exit, SR # 1426). Turn right onto Mt. Misery Road and travel approximately 3.2 miles to
Dogwood Road NE. Travel approximately 0.7 miles and the entrance to the development will be located past the
railroad tracks on the right.
The entire development consists of approximately 587 acres, which is located within the planning jurisdiction of
Brunswick County. Construction is currently underway and some roads, bridges and utility lines have been
completed. No coastal wetlands are present on site. An approved §404 wetland survey was not submitted as part
of the application package; however, a Notice of Jurisdictional Determination was issued by the USACE on
March 3, 2008 (Action Id: SAW-2006-32722). The majority of the waterfront lots are platted to the high water
line, with the exception of Lots 240-244, located adjacent to the proposed marina. Lots 466 and 467, although
shown on plans within the riparian area of the marina, currently appear to be shown on the Pender County GIS as
platted to the high water line.
The waters of the Cape Fear River, adjacent to the project site, are classified as SC by the North Carolina
Division of Water Quality. They ARE 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
A total of 714 single-family lots are planned, with an average lot size of 13,000 square feet (see Sheet 1 of 11).
Approximately 23 acres of highground would be disturbed. According to the applicant, the NC Division of Water
Quality approved a state stormwater permit (#SW8 070677) on January 3, 2008 and a state sedimentation and
erosion control plan (Project ID: Bruns-2006-221) was approved on November 30, 2007. Approximately 30% of
the entire development site would be impervious, as proposed; however, approximately 0.6% of the area within
the Estuarine Shoreline AEC would be impervious. The applicant states community water and sewer would
service the development.
A 50-slip marina is proposed on the Cape Fear River in the northwestern part of the development. A 6' wide
elevated, wooden walkway would span the §404 wetlands from the upland parking area. From the application, it
appears that the boardwalk would lead from the parking area to the river via an easement adjacent to Lots 239-
240 (see Sheet 2 of 11). The boardwalk would connect to a fixed pier originating at the river's edge, which would
measure approximately 21' in length by 6' in width. The pier would then lead onto a floating dock aligned
parallel to the shoreline along the Cape Fear River, measuring 755' in length and 6' in width. Twenty-seven
finger piers are proposed, ranging from 20' to 30' in length, and measuring 4' in width, constructed perpendicular
to the main dock spine. Fifty boatlifts, measuring 13' in length by 13' in width, are proposed within the resulting
slips, providing docking for a total of 50 vessels. A pumpout station would be located on the western end of the
dock with a proposed temporary tie-up slip in this location. The water depth at the waterward edge of the floating
dock ranges from approximately -2' to -3' at normal low water (NLW). The water depth on the landward side of
the dock ranges from approximately -5' to -9' at NLW. Three dolphin pilings are also proposed on both ends of
the docking facility, totaling six in number.
A "riverfront park" is also proposed on the Cape Fear River at the northeast corner of the development, which
would include a concrete boat ramp with associated retaining walls/groins, a temporary tie-up dock, a fixed
River Bluff Holdings H, LLC, c/o Joseph Stillwell
Page Three
platform (partially covered) over open water, and a covered pavilion on high ground. Picnic tables and grills are
also proposed, which would be located outside of the 30' buffer. The boat ramp would measure 170' in length by
14' in width and would require the excavation of approximately 364 cubic yards (cy) of material, 34 cy of which
would be located below existing mean high water (MHW). An area of approximately 434 square feet would be
excavated from below existing MHW (a distance ranging from approximately 23 to 37 feet waterward of the
current MHW line). Excavated material would be placed on site. Two retaining wall/groins would be installed on
either side of the boat ramp to retain high ground material on either side of the ramp.The western wall would
extend approximately 5' waterward of current MHW and the eastern wall would extend approximately 22'
waterward of existing MHW. No backfill is proposed in conjunction with the wall construction. A temporary tie-
up dock is proposed east of the boat ramp. A fixed pier measuring 17' in length by 6' in width would lead onto a
floating dock aligned parallel to the channel, measuring 55' in length by 6' in width, with an additional 6' by 6'
platform attached for the ramp landing/access. Water depths range from approximately - 3' to -5' on the
waterward side of the proposed dock and from 0' (at the ramp landing) to -2' on the landward side at NLW. Two
temporary tie-up slips are proposed at this dock, for vessels utilizing the boat ramp.
A fixed platform, measuring 60' in length by 15' in width, is proposed west of the boat ramp, also aligned parallel
to the shoreline. Two roofed areas, each measuring 15' in length by 15' in width (dripline dimensions), would be
constructed over both ends of the platform, leaving a 30' long open area in its center. The platform would be
located at the waterward edge of the river bank, entirely over open water. A 6' wide elevated boardwalk would
lead from high ground to a short fixed pier, measuring approximately 3' in length by 6' in width, providing access
to the platform area.
A roofed pavilion, measuring 40' in length by 20' in width, is proposed on high ground, east of the boatramp and
located outside of the 30' buffer.
10. ANTICIPATED IMPACTS
The excavation of the proposed boat ramp would impact approximately 434 square feet of shallow bottom and
1,848 sq. ft. of high ground. The proposed groins/retaining walls would disturb approximately 350 square feet of
high ground and approximately 40 square feet of shallow bottom. The proposed marina would incorporate
approximately 22,163 sq. ft. of Estuarine Waters and Pubic Trust Area. The shoreline length on this site is
approximately 867 linear feet, which meets the 27 sq. ft. allowable incorporated area for residential marinas. The
proposed transient dock and fixed platform would incorporate an additional 1,464 sq. ft. of Estuarine Waters and
Public Trust Area. Shoreline length at this site is approximately 315 linear feet, which also meets the allowable
incorporated area threshold for the site. Due to shallow water depths (approximately 0' to -2' at NLW on the
landward edge of the transient dock), it is likely that at least part of the floating dock would sit on the bottom
occasionally at low tide. Water depths were surveyed by Arnold Carson and sealed on 10/10/06. A copy of the
hydrographic survey is available in the WiRO office file for review. The proposed docking structures at both sites
would not encroach into the adjacent 15' Riparian Corridor Setback Areas, as shown on plans. However,
according to the plat map referred to on the Pender County GIS website for Lots 466 and 467, it appears that these
two lots are currently platted to the high water line and have riparian rights, although the plans do not show this to
be the case. Increases in turbidity should be expected during construction. The proposed transient dock would
extend approximately 45' from the shoreline, which meets the '/4 width rule. The dock at the marina site would
extend a maximum distance of approximately 65' from the shoreline, which appears to meet the 1/4 width, as it is
shown on plans. The marina boardwalk access would shade approximately 1,770 square feet of §404 wetlands.
The upland development would result in the disturbance of approximately 23 acres of high ground.
Submitted by: Heather Coats Date: 2/2/09 Office: Wilmington
Project Narrative
CAMA Major Permit Application
The Bluffs On The Cape Fear
Northwest Township, Brunswick County, North Carolina
River Bluff Holdings II, LLC, Property Owner/ Applicant
Revised 1-6-09
River Bluff Holdings, LLC, applicant, proposes to construct an open water
community marina that will offer fifty (50) permanent boat slips on the Cape Fear
River. All slips will offer a boat lift system to further protect vessels from
floating debris and wave action. The proposed project will provide residents of
The Bluffs On The Cape Fear access to the waters of the Cape Fear River.
A boat ramp will be located to the east of the proposed community marina. There
will be a dock with two (2) temporary tie-ups located adjacent to the boat ramp.
One additional temporary tie-up will be located at the marina, adjacent to the
pumpout station.
The proposed project will also feature a 15 ft by 60 ft waterfront amenity
featuring two 15 ft by 15 ft gazebos and a 15'x30' open deck area that will be
accessed via an elevated wooden pier and will offer recreational opportunities for
residents of The Bluffs On The Cape Fear.
An additional 40 ft by 20 ft covered pavilion and several picnic tables and grills
are proposed on uplands within the DMC AEC to the east of the boat ramp.
The Bluffs On The Cape Fear is located on the Cape Fear River in the Township
of Northwest, Brunswick County, North Carolina. Waters of the Cape Fear River
in this vicinity are designated by the NC Division of Marine Fisheries as primary
nursery area (PNA); and are classified as C; SW Waters by the North Carolina
Environmental Commission (EMC). The subdivision is currently under
construction with the installation of roads and utilities.
The proposed marina will be a floating system that will total 755 ft in length
(Figures 4 and 5). Slips will range in length from 20 ft to 30ft and will be
accessed by a floating dock that will be 6 ft in width. Pilings will anchor the
floating dock system and provide support for individual boat lifts. Vessels will be
double loaded between floating fingers with the exception of the outermost slips,
which will be single loaded. Fingers will be 4 ft in width. There will be a
permanent marine pumpout station located on the western end of the marina with
a temporary tie-up slip. There will be one ramped access point that will be hinged
at the base of the access pier and will feature rollers for the floating dock surface.
Forty parking spaces are proposed in the vicinity of the boat ramp. VIM
JAN 0 7 2009
_' - DCtvl WiLMIiNiGTON, NO
access the community marina via a 6 ft elevated wooden walkway that will
traverse over 404 wetlands.
The community marina covers 21,671 square feet of public trust area. Lots 240 -
244 and Lots 466 and 467 are not platted to mean high water. The dimensions of
the common area as shown between riparian corridors is 867 linear ft at mean
high water. The length of the common area shoreline at the boat ramp site is
approximately 412 feet. There are no existing structures at the site.
The marina and boat ramp will be privately owned and utilized solely by owners
and their guests. No commercial activities or services are proposed.
The conceptual plan for The Bluffs On The Cape Fear, that has received approval
from Brunswick County collectively includes approximately 587 acres of land.
The approved conceptual plan includes 714 single-family units, a community
marina and a riverfront park with a boat ramp and temporary tie-up facilities.
Associated amenities for The Bluffs On The Cape Fear include an upland lake
with a community clubhouse. The clubhouse will offer recreational activities for
residents of The Bluffs On The Cape Fear, including a swimming pool and tennis
courts.
?D
JAN 0 7 2009
DCM ` ILMlNG"'PTON, NC
_1) -
? is ? ? tJ?LS
DCM MP-1 FEB 6 2009
ENR AND ATORMQYVUA?TEI BRANCH
for 4YJ TLANOS
APPLICATION Major Development Permit
(last revised 12/27106) O q- 0 2 0
North Carolina DIVISION OF COASTAL MANAGEMENT
1. Primary Applicant/ Landowner Information
Business Name Project Name (if applicable)
River Bluff Holdings II, LLC The Bluffs on the Cape Fear
Applicant 1: First Name MI Last Name
Joseph NIA Stillwell
Applicant 2: First Name MI Last Name
N/A N/A N/A
If additional applicants, please attach an additional page(s) with names listed.
Mailing Address PO Box City State
1121 Military Cutoff Rd., Suite. P N/A Wilmington INC
ZIP Country Phone No. FAX No.
28405 us 910 - 256 - 2211 ext. 910 - 256 - 2171
Street Address (if different from above) city State ZIP
N/A N/A N/A N/A-
Email
2. AgentlContractor Information
Business Name
Land Management Group Inc.
Agent/ Contractor 1: First Name MI Last Name
Steve Morrison
Agent/ Contractor 2: First Name MI Last Name
Greg Finch
Mailing Address PO Box City State
PO BOX 2522 Wilmington NC
ZIP Phone No. 1 Phone No. 2
28402 910 - 452 - 000 1 ext. - - ext.
FAX No. Contractor #
910 452 0060 N/A
Street Address (if different from above) City State ZIP
3805 Wrightsville Ave Wilmington NC 28403-
Email
[e-mail]; [e-mail]
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SEP 26 2008
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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. #
Brunswick N/A 1427
Subdivision Name City State Zip
The Bluff on the Cape Fear Northwest Township NC 28451-
Phone No. Lot No.(s) (if many, attach additional page with list)
N/A - - ext. N/A,
a. In which NC river basin is the project located? b. Name of body of water nearest to proposed project
Cape Fear 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.
Brunswick County
4. Site Description
a. Total length of shoreline on the tract (ft.) b. Size of entire tract (sq.ft.)
+/- 5,400. 1,279' in common area. 25.56 million
c. Size of individual lot(s) d. Approximate elevation of tract above NHW (normal high water) or
Avg, 13,000, NWL (normal water level)
(If many lot sizes, please attach additional page with a list) Avg: 18ft ®NHW or ?NWL
e. Vegetation on tract
Upland vegetation has been mostly cleared, some understory and hardwoods remain.
f. Man-made features and uses now on tract
Site is unergoing early stages of development, i.e., road and utilities are being created and installed.
g. Identify and describe the existing land uses adiacent to the proposed project site.
Light residential development to the west and DAK industries (formerly DuPont) to the east.
h. How does local government zone the tract? i. Is the proposed project consistent with the applicable zoning?
R-7500 (low density residential) (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? Brockington and Associates
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?
r+, 7
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252-808-2808 .. 1 •888-4RCO AST
Form DCM MP-1 (Page 3 of 4)
APPLICATION for
Major Development Permit
m. (i) Are there wetlands on the site? ®Yes ONo
(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 ONo
(Attach documentation, if available)
n. Describe existing wastewater treatment facilities.
Municipal
o. Describe existing drinking water supply source.
Municipal
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? OCommercial OPublic/Government
®Private/Community
b. Give a brief description of purpose, use, and daily operations of the project when complete.
To provide recreational opportunity to residents of The Bluffs On The Cape Fear community
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.
Typical construction methods are to be used including land and barge based heavey machinery. Storage of land bound
machinery may occur on site.
d. List all development activities you propose.
A 755' marina consisting of 50 boat slips (floating) all with boat lifts. A concrete boat ramp with an associated floating dock
with 4 temporary tie-ups and a 40 car parking area in the vicinity. A 15'X60' waterfront amenity featuring 2 15'X15' gazebos
and a 15'x30' open deck to be accessed by an elevated wooden pier and a 40'X20' upland covered pavilion.
e. Are the proposed activities maintenance of an existing project, new work, or both? New
f. What is the approximate total disturbed land area resulting from the proposed project? 23 OSq.Ft or ®Acres
g. Will the proposed project encroach on any public easement, public accessway or other area ?Yes ®No ONA
that the public has established use of?
h. Describe location and type of existing and proposed discharges to waters of the state.
Other than normal storwater run-off no other discharges into waters of the state are known to exist or are proposed.
i. Will wastewater or stormwater be discharged into a wetland? OYes ®No []NA
If yes, will this discharged water be of the same salinity as the receiving water? []Yes ONo ®NA
j. Is there any mitigation proposed? OYes []No ®NA
If vac attach a mitinntinn nronnsal.
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Form DCM MP-1 (Page 4 of 4)
APPLICATION for
Major Development Permit
6. Additional Information
In addition to this completed application form, (MP-1) the following items below, if applicable, must be submitted in order for the application
package to be complete. Items (a) - (f) 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 Dupont E I DE Nemour `- Phone No. NA
Address PO Box 1039 Wilmington, DE 19899
Name Carl Marshburn Phone No.
Address 101 S. Water St. Wilmington, NC 28401
Name Phone No.
Address
g. A list of previous state or federal permits issued for work on the project tract. Include permit numbers, permittee, and issuing dates.
SW8 070677, River Bluff Holdings Il, LLC; 1/3/2008 Bruns-2006-221, River Bluffs Holdings Il, LLC; 11130/2007
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.
Date ICY;., Print Name
Signature
Please indicate application attachments pertaining to your proposed project.
®DCM MP-2 Excavation and Fill Information
®DCM MP-3 Upland Development
®DCM MP-4 Structures Information
?DCM MP-5 Bridges and Culverts,
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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
Canal
Boat Basin
Boat Ramp
Rock Groin Rock
Breakwater (excluding
shoreline
(NLW or stabilization)
NWL)

Length 170
Width 14
Avg. Existing +18'to -6' NA NA
Depth MSL
Final Project +16'to -6' NA NA
Depth MSL
11 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. Existing soil
-34 c.y.
C. (i) Does the area to be excavated include coastal wetlands/marsh d. High-ground excavation in cubic yards.
(CW), submerged aquatic vegetation (SAV), shell bottom (SB), --330 c.y.
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:
2. DISPOSAL OF EXCAVATED MATERIAL
a. Location of disposal area. b. Dimensions of disposal area.
Boat Ramp site/lot. -200'x 285'
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 ?SS
OWL ®None
(ii) Describe the purpose of disposal in these areas:
?This section not applicable
(i) Will a disposal area be available for future maintenance?
?Yes ?No ONA
(ii) If yes, where?
f. (i) Does the disposal include any area in the water?
?Yes ENo ?NA
(ii) If yes, how much water area is affected?

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Fbrm, DCM MP-2 (Excavation and Fill, Page 2 of 3)
3. SHORELINE STABIUZATION pThis section not applicable
(if development is a wood groin, use MP-4 - Structures)
a. Type of shoreline stabilization:
[]Bulkhead ?Riprap []Breakwater/Sill ®Other:
Retaining wall for boat ramp stabilization (upland portion above
MHW)
c. Average distance waterward of NHW or NWL: 0'
e. Type of stabilization material:
Wood, metal or vinyl retaining wall
g. Number of square feet of fill to be placed below water level.
Bulkhead backfill NA Riprap NA
Breakwater/Sill NA Other NA
i. Source of fill material.
NA
b. Length: 2 (ci) 130' each
Width: 1.5'
d. Maximum distance waterward of NHW or NWL: 0'
f. (i) Has there been shoreline erosion during preceding 12
months?
[]Yes SNo ?NA
(ii) If yes, state amount of erosion and source of erosion amount
information.
h. Type of fill material.
NA. Retaining wall at existing grade.
4. OTHER FILL ACTIVITIES 0This section not applicable
(Excluding Shoreline Stabilization)
a. (1) 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, submerged aquatic vegetation (SAV), shell bottom (SB), or
other wetlands (WL)? If any boxes are checked, provide the
(u) Amount of material to be placed in the water number of square feet affected.
(iii) Dimensions of fill area ?CW ?SAV ?SB
(iv) Purpose of fill ?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, seeding. Standard equipment, backhoe, etc.
c. (i) Will navigational aids be required as a result of the project? d, (i) Will wetlands be crossed in transporting equipment to project
[]Yes ZNo ?NA site? []Yes ENo ?NA
(ii) If yes, explain what type and how they will be implemented. (ii) If yes, explain steps that will be taken to avoid or minimize
environmental impacts.
Date l ?ua1' W.??
Applicant Name
Project Name M.,,Me„rg L
Applicant Qnature
252-808-2808 :: 1-888-4RCOAST :: www.nccoastairranagement.net revised: 12126/06
Form DCM MP-3
UPLAND DEVELOPMENT
(Construction and/or land disturbing activities)
Attach this form to Joint Application for CAMA Major Permit, Form DCM MP-1. Be sure to complete all other sections of the Joint
Application that relate to this proposed project. Please include all supplemental information.
GENERAL UPLAND DEVELOPMENT
a. Type and number of buildings, facilities, units or structures
proposed.
One covered pavalion at boat ramp site. One clubhouse in
common area.
c. Density (give the number of residential units and the units per
acre).
1.19
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: Bruns-2006-221, 11-30-07
b. Number of lots or parcels.
714
d. Size of area to be graded, filled, or disturbed including roads,
ditches, etc.
23 acres
f. List the materials (such as marl, paver stone, asphalt, or concrete)
to be used for impervious surfaces.
Ashpalt, concrete, etc.
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.
0.6%
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.
30% Low Density Subdivision
j. Describe proposed method of sewage disposal.
Community
1. 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).
Surface Runoff
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: SW8 070677, 1-3-08; 2-22-
08.
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.
KT

252-808-28082 :: 1-888-4RC0AST :: wwn? nccoastalmanacement.net revised: 12/26/06
Fbrm ®C MP-3 (Upland Development, Page 2 of 2)
m. Describe proposed drinking water supply source (e.g., well,
community, public system, etc.)
Community
n. (i) Will water be impounded? ®Yes ?No ?NA
(ii) If yes, how many acres? Approx 19 acres
o. When was the lot(s) platted and recorded?
2006
Applicant Signature
p. If proposed development is a subdivision, will additional utilities be
installed for this upland development?
®Yes ?No ?NA

es J.,il U L..;w?
252-808-2808 :: 1-888-4RCOAST :: www.nccoastalmanas,3ement.net re4Ased: i= 6106
Form DCM MP-4
STRUCTURES
(Construction within Public Trust Areas)
Attach this form to Joint Application for CAMA Major Permit, Form DCM MP-1. Be sure to complete all other sections of the Joint
Application that relate to this proposed project. Please include all supplemental information.
1.<DOCKING FACILITY/MARINA CHARACTERISTICS
a. (i) Is the docking facility/marina: b
[]Commercial ?Public/Government ®Private/Community
c. (i) Dock(s) an
(ii) Number
(iii) Length
755', 55'.
(iv) Width
(v) Floating
d/or pier(s)
3 piers; 2 docks
fixed piers (d) 17' 3' 21'. Floating docks
all 6'
®Yes ®No
e. (i) Are Platforms included? ®Yes ?No
If yes:
(ii) Number 1
(iii) Length 60' waterfront amenity including the drip lines
of two gazebos
(iv) Width 15'
(v) Floating ?Yes ®No
Note: Roofed areas are calculated from dripline dimensions.
g. (i) Number of slips proposed
53 (including 3 temporary tie-up slips)
(ii) Number of slips existing
0
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:
[]This section not applicable
(i) Will the facility be open to the general public?
?Yes ®No
d. (i) Are Finger
If yes:
(ii) Number
(iii) Length
(iv) Width
(v) Floating
'iers included? ®Yes []No
27
Varying 20' to 30'
4'
®Yes []No
f. (i) Are Boatlifts included? ®Yes ?No
If yes:
(ii) Number 50
(iii) Length 13'
(iv) Width 13'
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: 53 (including 3
temporary tie-up slips)
? Dry storage; number of boats:
® Boat ramp(s); number of boat ramps: 1
® Other, please describe:
Permanent marine pump-out station
j. Describe the typical boats to be served (e.g., open runabout,
charter boats, sail boats, mixed types).
Typical runabouts and sport fishing vessels.
I VE 1)
k. Typical boat length: 25' I. (i) Will the facility be open to the general public?
JAN 0 7 2009
DCM WILMINGTON, NC
252-808-2803 :: 1-888-4111COAST :: www.nccoastaimanaqement.net revised: 12127/08
acre DCM MP-4 (Structures, Page 2 of 4)
m. (i) Will the facility have tie pilings? ?Yes ®No
?Yes ®No
(ii) If yes number of tie pilings?
2. DOCKING FACILITYIMARINA OPERATIONS ?T17is 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: 0; Location:
? Showers
® Boatholding tank pumpout; Give type and location: Marine pump-out station to be located at the western end of the floating dock
system.
b. Describe treatment type and disposal location for all sanitary wastewater.
Tie into community sewer system
c. Describe the disposal of solid waste, fish offal and trash.
Trash cans in parking area.
d. How will overboard discharge of sewage from boats be controlled?
No overboard discharge policy.
e. (i) Give the location and number of "No Sewage Discharge" signs proposed.
2. One on each end of floating dock system.
(ii) Give the location and number of "Pumpout Available" signs proposed.
1. At pump-out location
f. Describe the special design, if applicable, for containing industrial type pollutants, such as paint, sandblasting waste and petroleum products.
NA
g. Where will residue from vessel maintenance be disposed of?
NA
h. Give the number of channel markers and "No Wake" signs proposed. NA
i. Give the location of fuel-handling facilities, and describe the safety measures planned to protect area water quality.
NA
j. What will be the marina policy on overnight and live-aboard dockage?
No overnight and liveaboard dockage policy.
k. Describe design measures that promote boat basin flushing?
NA JAN 0 7 2009
DCNI WILMINGTON, NC
252-808-2808 :: 1-888-4RCOAST :. www.necoastalmana-gement.net revised: 12127106
Form 0CM MP-4 (Structures, Rage 3 of 4)
1. If this project is an expansion of an existing marina, what types of services are currently provided?
NA
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.
NA
3. BOATHOUSE (including covered lifts) This section not applicable
a. (i) Is the boathouse structure(s):
?Commercial ?Public/Government ?Private/Community
(ii) Number
(iii) Length
(iv) Width
Note: Roofed areas are calculated from dripline dimensions.
4. GROIN (e.g., wood, sheetpile, etc. If a rock groin, use MP-2, Excavation and Fill.) ?This section not applicable
a. (i) Number 2 groins at boat ramp site
(ii) Length 20'
(iii) Width 1_5'
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 ED This section not applicable
a. Is the structure(s):
?Commercial ?Public/Government ?Private/Community
c. Distance to be placed beyond shoreline
Note: This should be measured from marsh edge, if present.
b. Number
d. Description of buoy (color, inscriptior7,e,nchor, etc.)
JAIL 9 7 2009
-- .,J1M 'rQN INN
252-808-2808 :: 1-888-4RCOAS v :: www.nccoastallmanauernent-net revised: 12127/06
Fore ®+CM MP-`$ (Structures, Page 4 of 4)
e. Arc of the swing
7. GENERAL
a. Proximity of structure(s) to adjacent riparian property lines
>1 5'
b. Proximity of structure(s) to adjacent docking facilities.
NA
Note: For buoy or mooring piling, use arc of swing including length
of vessel.
c. Width of water body
+/- 290'
d. Water depth at waterward end of structure at NLW or NWL
+/- 20'
e. (i) Will navigational aids be required as a result of the project?
?Yes ®No ?NA
(ii) If yes, explain what type and how they will be implemented.
NA
8. OTHER OThis section not appiicaWe
a. Give complete description:
A row of 3 dolphins on each side of the floating dock system (6 total).
1-6-09
Date
The Bluffs on the Cape Fear
Project Name
River Bluff Holdings II, LLC
Applicant Name
Applicant nature
V
JAN D 7 20
DCM- WILMMGTON, NC
252-808-2808 :: 1-888-4RCOAST :: www.nccoastalmanaaement.net reviser: 12127106

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Map Source: DeLorme. North Carolina Atlas an aze eer., p.
Environmental Assessment LMG Figure 1.
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Brunswick Count NC LAND MANAGEMENT GROUP INC Vicinity Map
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