20120846 Ver 1_CAMA Permit Application_20120910

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North Carolina Department of Environment and Natural Resources
Division of Coastal Management
Beverly Eaves Perdue Braxton C. Davis
Governor Director Dee Freeman
Secretary
September 7, 2012
MEMORANDUM:
TO: Karen Higgins
401 Oversight
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 / D &F Major Permit Application Review
Applicant: Bradley Creek Point Investments, LLC c/o W. Caviness
Project Location: 405 Bradley Creek Pt Rd., adjacent to Bradley Creek, in Wilmington, New Hanover Co.
Proposed Project: excavation of existing access channel and basin, and expansion of existing
docking facility.
Please indicate below your agency's position or viewpoint on the proposed project and return this
form to Doug Huggett at the address above by October 1, 2012. If you have any questions
regarding the proposed project, contact Robb Mairs at (910) 796 -7423, 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: 910 - 796 -72151 FAX: [phone] Internet: www.nccoastalmanagement.net
An Equal Opportunity 1 Affirmative Action Employer
I
SEP i 0 2012
OENR - vVATs QUALITy
NorthCarolina
Natu'rallb,

DIVISION OF COASTAL MANAGEMENT
FIELD INVESTIGATION REPORT
APPLICANT'S NAME: Bradley Creek Point Investments, LLC c/o Watson Caviness
2. LOCATION OF PROJECT SITE: 405 Bradley Creek Point Road, Wilmington, New Hanover County
Photo Index -2006: 22 -7423, H -I, 6 -7 2000: 22 -272, H -I, 6 -7 1995: 22 -254, H -I, 6 -7
Spoil site- 2006: 22 -7423, S, 21 -22 2000: 22 -272, R -S, 22 -23 1995: 22 -254, S, 23 -24
State Plane Coordinates - Y: 169290 X: 2355982 GPS File: 0- 062910A
Lat:34 112'33.59787 "N Long: 77 049'21.57367 "W
3. INVESTIGATION TYPE: CAMA/ D & F
4. INVESTIGATIVE PROCEDURE: Dates of Site Visit — 06/29/2012
Was Applicant Present — Yes (and agent)
5. PROCESSING PROCEDURE: Application Received — Completed 08/23/2012
Office — Wilmington
6. SITE DESCRIPTION:
(A) Local Land Use Plan — New Hanover County
Land Classification From LUP — Developed (residential) /Conservation
(B) AEC(s) Involved: ES, PT, EW
(C) Water Dependent: Yes
(D) Intended Use: Private
(E) Wastewater Treatment: Existing — Municipal
Planned - None
(F) Type of Structures: Existing — Single- family residence, brick patio, pier, platform and floater.
Planned — Excavation of channel and basin, and new platform floating
docks.
(G) Estimated Annual Rate of Erosion: N/A
Source - N/A
7. HABITAT DESCRIPTION:
[AREA]
DREDGED FILLED OTHER
(A) Vegetated Wetlands
(B) Non - Vegetated Wetlands
Open Water
28,613 sq. ft.
455 sq. ft.
(incorporated)
(C) Other — Upland (Disposal Site)
15,385 sq. ft.
(D) Total Area Disturbed: 44,453 sq. ft. (1.0 acres)
(E) Primary Nursery Area: No (Permanent Secondary)
(F) Water Classification: SC Open: No
8. PROJECT SUMMARY: The applicant proposes to excavate an existing natural access channel and
basin, and expansion an existing private docking facility within Bradley Creek.

Bradley Creek Point Investments, LLC c/o Watson Caviness
Page Two
9. PROJECT DESCRIPTION
The applicant's property is located at 405_Bradley Creek Point Drive, in Wilmington, New Hanover County.
To locate the property from the Wilmington Regional Office (WiRO), take Eastwood Road and travel east
towards Wrightsville Beach approximately 2.0 miles. Turn right onto Military Cut -Off Road and travel south
approximately 0.5 miles until you reach Airlie Road. Turn left onto Airlie Road and travel approximately 0.7
miles east until you reach Bradley Creek Point Road. Turn right onto Bradley Creek Point Road and
continue until the road forks. Turn left at the fork and continue until you reach the property of interest, which
will be located on the left. The subject property is bordered by residential properties.
The property is approximately 0.83 acres and is currently developed with a two story single - family residence,
which borders the confluence of the AIWW and the northern side of Bradley Creek, in Greenville Sound.
Vegetation on the site consists primarily of maintained lawn grass and ornamental landscaping. There is a
brick patio located on the southern end of the property. The property ranges in elevation from 5' -10' above
normal high water (NHW). There is a narrow section of section "404" type wetlands located on the
waterward side of the property, which consists of Wax Myrtle (Myrica cerifera), Marsh Pennywort
(Hydrocotyle umbellata), and Groundsel Bush (Baccharis angustifolia). Coastal wetlands species located
adjacent to the property include, but are not limited to: Black Needle Rush (Juncus roemarianus), Sea
Lavender (Limonium, spp.), Salt Meadow Grass (Spartina patens) and Smooth Cordgrass (Spartina
alterniflora) in an area ranging approximately 50' to 140' in width.
The applicant also maintains an existing docking facility, which is currently located within a basin area within
an access channel that connects to the main stem of Bradley Creek. The existing access pier extends from
the existing brick patio, measures approximately 100' in length by 6' in width and spans over the existing
wetlands towards Bradley Creek. The pier terminates to a covered platform, measuring approximately 14' in
length by 14' in width. An access ramp then leads onto a floating dock, measuring approximately 16' in
length by 8' in width which runs perpendicular to the shoreline. The existing docking facility currently
accommodates up to two (2) vessels.
Based on the lack of permit history for dredge and fill and historical aerial photography, it appears to be a
natural channel and basin area that has been continually used for decades by the previous property owner
for access to the main stem of the creek and the AIWW. The existing basin and access channel is also
shared with the adjacent riparian property owner to the west. Dimensions of the existing access channel are
approximately 315' in length, and ranges from approximately 30' to 75' in width. Dimensions of the existing
basin are approximately 210' in length, and ranges from approximately 30' to 85' in width. Located between
this basin and the main stem of Bradley Creek is a band of Coastal Wetlands, consisting primarily of
Smooth Cordgrass (Spartina altemiflora), which measures approximately 200' in length by 30' in width.
Waterward of this area of low marsh along the creek are several areas of oyster reefs which are visible in
the mud flats at low water. Based on site visits at this location and the provided riparian survey, the water
depth within this basin and channel towards Bradley Creek ranges from approximately 0.0' along the
waterward edge of the marsh and approximately -5.7' within the basin at normal low water (NLW) (See
Sheet - Existing Conditions).
The waters of Bradley Creek, which are located adjacent to the property, are classified as SC by the Division of
Water Quality. This area is NOT designated as a Primary Nursery Area (PNA) by the Division of Marine
Fisheries and according to maps provided by the Shellfish Sanitation Section, the area is CLOSED to the
harvesting of shellfish.
PROPOSED PROJECT:
The applicant proposes to excavate an existing natural access channel and basin, and expansion an
existing private docking facility within Bradley Creek. Once the existing floating dock is removed, the existing
natural access channel and basin would be maintained to the existing dimensions, aforementioned. The
final project depth would be -6' @ NLW, which would be the same depth as the connecting waters of
Bradley Creek.

Bradley Creek Point Investments, LLC c/o Watson Caviness
Page Three
The proposed excavation dimensions also include the basin area which is located within the adjacent
property owner's riparian corridor to the west. The application states that the dredging limits would maintain
a 10' setback from the existing marsh substrate. The material would be excavated mechanically by bucket -
to -barge method, which would result in the removal of approximately 2,900 cubic yards of material. The
excavated material would be then hauled to a privately owned spoil island located approximately 0.9 miles
south of the project site at the confluence of the AIWW and Masonboro Inlet (US Army Corps of Engineers
(USACE) Disposal Site No. DA- 0251). The application states that the material would be off loaded and
placed outside the USACE Easement Boundary on the eastern portion of the island. The proposed spoil site
is commonly used as a disposal site by local marine contractors (See sheet 3 of 6).
Once excavation is completed the applicant proposes to improve the existing docking facility. A new fixed
landing platform, measuring approximately 7' in length by 5' in width would be constructed on the eastern side
of the existing gazebo. An access ramp would then lead onto new floating dock, measuring approximately 47'
in length by 6' in width, which would run parallel to the shoreline and basin. The floating dock would then turn
90° towards the north a distance of approximately 21.5' in length by 6' in width, which would create an "-
shaped" dock configuration. The application states that the proposed docking facility would accommodate up
to three (3) mixed type vessels within the proposed dredging limits of -6'@ NLW. The applicant also proposes
to install six (6) channel markers within the access channel from the mouth of the creek to the basin area. The
two most waterward markers would be located at the mouth of the channel and would not be located any
farther than the existing channel markers (Green Buoy #3 and Red Marker #4) within Bradley Creek (See
Sheets 2, 3 and 5 of 6 and project narrative).
10. ANTICIPATED IMPACTS
The proposed dredging would disturb approximately 28,613 sq. ft. of shallow bottom area, and would result
in the removal of approximately 2,900 cy of material from the existing basin and access channel system.
The application states that the dredging limits would maintain a 10' offset from the location of the existing
Coastal Wetlands. The disposal of the material would impact approximately 15,385 sq. ft. of highground,
which would be located on an existing spoil island at the confluence of the AIWW and Mason Inlet (USACE
Disposal Site No. 0251), which is commonly used as disposal site by local marine contractors. Minor
increases in turbidity should be expected during the dredging event; however no long term adverse impacts
are anticipated.
The proposed floating docks, fixed platform and access channel pilings would incorporate an additional 455
sq. ft. of Estuarine Waters and Pubic Trust Area. The proposed platform and floating docks would be
located within the applicant's riparian access area and would not encroach into the adjacent 15' Riparian
Corridor Setback requirement. The floating docks would extend approximately 22' into a waterbody, which
measures approximately 90 feet across. This distance conforms to the 1/4 width rule. The proposed six
(6) channel markers within the access channel do not appear to impede established navigation
within this area of Bradley Creek. The two most waterward markers would be located at the mouth
of the channel and would not be located any farther than the existing channel markers (Green
Buoy #3 and Red Marker #4) within Bradley Creek
Submitted by: Robb L. Mairs Date: September 6, 2012 - Office: Wilmington

405 Bradley Creek Point Road
CAMA Major Permit Project Narrative
New Hanover County, North Carolina
Watson Caviness — applicant
06 -15 -2012
Proposed Project
The applicant, Watson Caviness, proposes to perform improvements to the existing water
dependent structures at 405 Bradley Creek Point Road including the construction of a new floating
dock and repair of a covered gazebo and access pier. The applicant also proposes to excavate
approximately 2,900 cubic yards of sediment within Bradley Creek thereby re- establishing the
navigable access to the property that has historically existed. The purpose of the proposed project
is to provide safe water access and docking opportunities for the property owner. No upland
development within the 75 ft AEC is proposed and all existing uses of the property will remain the
same.
The applicant proposes to construct a floating dock structure which will accommodate up to three
(3) mixed -use vessels. The existing covered gazebo and access pier have received storm related
damage over the years and, as such, the applicant proposes to repair both structures as necessary
for safety and aesthetic purposes. There will be no new square footage of structure associated
with the repair of the covered gazebo and access pier. The existing floating dock will be removed
prior to construction of the new proposed structure.
in order to re- establish navigation to the property, the applicant proposes to excavate
approximately 2,900 cubic yards of sediment from Bradley Creek to a final depth of -6 ft MLW. The
proposed excavation includes the area within and around the floating dock structure as well as a
30 ft wide entrance channel which will connect to the -6 ft MLW contour of the mainstem Bradley
Creek navigation channel. Sediment will be excavated via a bucket -to -barge operation and
transported to a dredge deposition site located on an island approximately 0.87 miles to the
southeast of the property. The deposition site has been historically utilized for dredge projects in
this vicinity and is frequently maintained by contractors. The applicant also proposes a total of six
(6) navigational aids along the entrance channel. The navigational aids will be timber pilings and
will feature reflectors for visibility at night.
Existing Conditions
The project site is located on Bradley Creek in New Hanover County, NC. Waters in this vicinity
are classified as `SC' by the North Carolina Environmental Management Commission, The NC
Division of Marine Fisheries classifies this vicinity of Bradley Creek as a permanent secondary
nursery area.
Water depths in the vicinity of the proposed dock and within the dredge footprint range from 0.0 ft
MLW to -5.7 ft MLW. A review of aerial photographs of the site indicates that this area has been
historically maintained in order to allow access to the existing dock structure as well as the
adjacent dock structure to the east of the property (see attachments).
.j+ j � 2012

CD
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DCM MP -1
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)
Bradley Creek Point Investments, Lie
NA
Applicant 1: First Name
MI
Last Name
Watson
Caviness
Applicant 2: First Name
MI
Last Name
NA
Steve
If additional applicants, please attach an additional page(s) with names listed.
Mailing Address
PO Box
City
State
639 Executive Place, Suite 400
Fayetteville
NC
ZIP
Country
Phone No.
FAX No.
28305
USA
910 - 964 - 9089 ext.
NA- -
Street Address (if different from above)
City
State
ZIP
NA
Phone No. 1
-
Email '
[e-mail]
2. Agent/Contractor 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
Jenny
Johnson
Mailing Address
PO Box
City
State
3805 Wrightsville Avenue, Suite 15
Wilmington
NC
ZIP
Phone No. 1
Phone No. 2
28403
910 - 452 - 0001
ext.
NA- - ext.
FAX No.
Contractor #
910 452 0060
NA
Street Address (if different from above)
City
State
ZIP
NA
_
Email
RECEIVED
smomson @lmgroup.net, jjohnson @Imgroup.net
—r-
.- I l'I "! Iy�
-
<Form continues on back> AUG 2 3 M2

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
405 Bradley Creek Point Road
NA
Subdivision Name
City
State
Zip
NA
Wilmington
NC
28403-
Phone No.
Lot No.(s) (if many, attach additional page with list)
NA - - ext.
NA, I I ,
a. In which NC river basin is the project located?
b. Name of body of water nearest to proposed project
Cape Fear
Bradley Creek
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
AIWW
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.
City of Wilmington
4. Site Description
a. Total length of shoreline on the tract (ft.)
b. Size of entire tract (sq.ft.)
201.5 linear ft
36,560 sf
c. Size of individual lot(s)
d. Approximate elevation of tract above NHW (normal high water) or
NA, I I
NWL (normal water level)
(If many lot sizes, please attach additional page with a list)
5' to 10' above MLW ❑NHW or ❑NWL
e. Vegetation on tract
The tract is presently developed with a single - family home. Undeveloped portions of the tract include mowed grasses and
landscape shrubs and trees. Coastal marsh vegetation is present along the Bradley Creek waterfront.
f. Man -made features and uses now on tract
The property includes a residential home with water access via an elevated pier, covered gazebo and floating dock.
g. Identify and describe the existing land uses adjacent to the proposed project site.
East - Residentia! with water access
West - Residential with water access
h. How does local government zone the tract?
i. Is the proposed project consistent with the applicable zoning?
R -20 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 [DNA
If yes, by whom?
I. Is the proposed project located in a National Registered Historic District or does it involve a []Yes []No ®NA
National Register listed or eligible property?
RECEIVED
<Form continues on next page> DCM WILMINGTON, NC
AUG 23�12

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.
Cape Fear Public Utility Authority
o. Describe existing drinking water supply source.
Cape Fear Public Utility Authority
p. Describe existing storm water management or treatment systems.
NA
5. Activities and Impacts
a. Will the project be for commercial, public, or private use? ❑Commercial ❑Public/Govemment
®Private /Community
b. Give a brief description of purpose, use, and daily operations of the project when complete.
The proposed project will provide private water /boat access to the resident of 405 Bradley Creek Point Road.
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 construction equipment and methods will be utilized for construction of the proposed dock and repair of the
exisiting gazebo and access pier. A bucket -to -barge dredge will be utilized for excavation of the proposed navigation
channel. Equipment will be stored on upland areas when not in use or remain in open water for the duration of the project.
d. List all development activities you propose.
Improvement of the existing gazebo and access pier, construction of a new floating dock with gangway, excavation of 2,900
cu yds of sediment, installation of 6 navigation aids /pilings.
e. Are the proposed activities maintenance of an existing project, new work, or both? both
f. What is the approximate total disturbed land area resulting from the proposed project? 22, 383 sf dredge footprint
approx. 15,385.5 sf max disposal site
®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.
NA
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 NNA� D
If yes, attach a mitigation proposal.
I, ,
<Form continues on back> AUG 2 :3 2' 0 12
252- F`r.R-2u C- ., "-3 333 -4 RC 0AST wv. ri rv,ncco as! ai- .:4naF;L-~:a.,t.ne-t

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) — M 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 W Cecil III and Joanna S Worsley Phone No. NA
Address 123 Shipyard Blvd Wilmington, NC 28412
Name Katherine Stafford Phone No. NA
Address 401 Bradley Creek Point Road Wilmington NC 28403
Name NA Phone No. NA
Address
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.
Date June 15, 2012 rev 8/23/12 Print Name _Jenny Johnson (agent)
Signature « A/6
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 RECEIVED
®DCM MP -4 Structures Information DCM WILMINGTON, NC.
AUG 2 3 2M
.. ».,.4 P. L. i7i• ".-,,,.

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.
7. EXCAVATION ❑ rhis 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 and mud
Approx. 2,900 cu yds
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
OWL ®None
(ii) Describe the purpose of the excavation in these areas:
NA
d. High - ground excavation in cubic yards.
NA
2. DISPOSAL OF EXCAVATED MATERIAL ❑This section not applicable
a. Location of disposal area. b. Dimensions of disposal area.
0.87 miles southeast of project site
c. (i) Do you claim title to disposal area?
[]Yes ®No ❑NA
(ii) If no, attach a letter granting permission from the owner.
(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
Approx. 15,385 sf (irregular in shape)
d. (i) Will a disposal area be available for future maintenance?
Wes ❑No ❑NA
(ii) If yes, where?
To be determined at time of future maintenance
f. (i) Does the disposal include any area in the water?
[]Yes []No ®NA
(ii) If yes, how much water area is affected?
CC-1V D
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Access
Other
Channel
(NLW or
Canal
Boat Basin
Boat Ramp
Rock Groin
Rock
Breakwater
(excluding
shoreline
NWL
stabilization)
Length
+/- 315'
NA
+/-2101
NA
NA
NA
NA
Width
+/- 30' to 75'
NA
+/- 30' to 85'
NA
NA
NA
NA
Avg. Existing
0.0' to -5.7'
NA
0.0' to -3.9'
NA
NA
NA
NA
Depth
MLW
MLW
Final Project
Depth
-6' MLW
NA
-6' MLW
NA
INA
NA
NA
7. EXCAVATION ❑ rhis 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 and mud
Approx. 2,900 cu yds
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
OWL ®None
(ii) Describe the purpose of the excavation in these areas:
NA
d. High - ground excavation in cubic yards.
NA
2. DISPOSAL OF EXCAVATED MATERIAL ❑This section not applicable
a. Location of disposal area. b. Dimensions of disposal area.
0.87 miles southeast of project site
c. (i) Do you claim title to disposal area?
[]Yes ®No ❑NA
(ii) If no, attach a letter granting permission from the owner.
(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
Approx. 15,385 sf (irregular in shape)
d. (i) Will a disposal area be available for future maintenance?
Wes ❑No ❑NA
(ii) If yes, where?
To be determined at time of future maintenance
f. (i) Does the disposal include any area in the water?
[]Yes []No ®NA
(ii) If yes, how much water area is affected?
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Farm DCM MP-2 (Excavation and Fi0l, Page 2 of 2)
3. SHORELINE STABILIZATION ®This section not applicable
(if development is a wood groin, use MP-4 — Structures)
•• ��'/V vi VllV�v��lly VlV Y11KOlIV11.
[]Bulkhead ❑Riprap ❑Breakwater/Sill []Other.
c. Average distance waterward of NHW or NWL:
e. Type of stabilization material:
g. Number of square feet of fill to be placed below water level
Bulkhead backfill Riprap
Breakwater /Sill Other
i. Source of fill material.
U. LClll�ll 1.
Width:
d. Maximum distance waterward of NHW or NWL:
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.
4. OTHER F %LL ACTIVITIES ®This 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
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:
15. 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)?
Excavated materials to be placed on barge and relocated to a Bucket -to -barge
known disposal site
c. (i) Will navigational aids be required as a result of the project? d. (i) Will wetlands be crossed in transporting equipment to project
®Yes []No ❑NA site? []Yes ®No ❑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
6 timber pilings along entance channel to include reflectors for environmental impacts.
visibility NA
June 15, 2012 rev Sep 5, 2012 Watson Caviness
Date Applic nt Name /�
405 Bradley Creek Point Road '"'
L° Appai ature D �/l I ,f,
Project Name 71.1`01y t
fi
NC
0 a%
252 - 808 -2808 :: 1. 888- 4RCOAST :: voww.nccoastalma a_ ement.net revised. 1212510$

Form DCM MP -4
STRUCTURES
(Construction within Public Trust Areas)
Attach this form to Joint Application for CAMA Major Permit, Form DCM MP -1. Be sure to complete all other sections of the Joint
Application that relate to this proposed project. Please include all supplemental information.
1. DOCKING FACILITY /MARINA CHARACTERISTICS
a. (i) Is the docking facility /marina:
❑Commercial ❑Public/Government ®Private /Community
c. (i) Dock(s) and /or pier(s)
(ii) Number dock, dock, pier
(iii) Length 62.4'. 21.6'. 60.7' fr NHW
(iv) Width 6' for all three
(v) Floating ®Yes []No
El This section, not applicable
b. (i) Will the facility be open to the general public?
[]Yes ®No
d. (i) Are Finger Piers included? []Yes ®No
If yes:
(ii) Number
(iii) Length
(iv) Width
(v) Floating ❑Yes []No
e. (i) Are Platforms included? ®Yes []No f. (i) Are Boatlifts included? []Yes ®No
If yes: If yes:
(ii) Number 2 (ii) Number
(iii) Length 13.5'. 7' (iii) Length
(iv) Width 13.5'. 5' (iv) Width
(v) Floating []Yes ®No
Note: Roofed areas are calculated from driplrne dimensions.
g. (i) Number of slips proposed h. Check all the types of services to be provided.
3 ❑ Full service, including travel lift and /or rail, repair or
(ii) Number of slips existing maintenance service
2 ❑ Dockage, fuel, and marine supplies
® Dockage ("wet slips ") only, number of slips: 3
❑ 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: 20' to 30'
m. (i) Will the facility have tie pilings?
®Yes []No
(ii) If yes number of tie pilings?
6 pilings to anchor dock structure
j. Describe the typical boats to be served (e.g., open runabout,
charter boats, sail boats, mixed types).
Mixed types
I. (i) Will the facility be open to the general public?
[]Yes ®No
REECEIVED
DCM Vll3LM11N1CTCN, NC
S 0 5 2012
252 - 808 -2878 1- 888- 41FICfiAS „ vsJvvw.ncr_o;astalmaria ement.net revised. /2127/06

Fora DCH Mr-4 i3ti-- vctures, Fzge 2 v5,4)
2. DOCKING FACILITY /MARINA OPERATIONS ED This section not applicable
a. Check each of the following sanitary facilities that will be included in the proposed project.
❑ Office Toilets
❑ Toilets for patrons; Number. ; Location:
❑ Showers
❑ Boatholding tank pumpout; Give type and location:
b. Describe treatment type and disposal location for all sanitary wastewater.
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 currently provided? _ s
r.n3 R tniEi nniltl �;iN NC
�� a
m. Is the marina/docking facility proposed within a primary or secondary nursery area? S E P C5 J12
❑Yes []No
252-808-280'S :: 1- 888- 4RCOAS7 % w- vvvj.ncc3astatmanaq_erncent _lL revised: 12i27!G6

� "Orm DCM at,P -4 r . ,:ctu� -as, Page 3 of .;s
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 fifes) ®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
(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 1 ®This section not applicable
a. Is the structure(s):
❑Commercial ❑Public/Govemment ❑Private /Community
c• Distance to be placed beyond shoreline
Note: This should be measured from marsh edge, if present.
e. Arc of the swing
7. GENERAL
b. Number
d. Description of buoy (color, inscription, size, anchor, etc.)
RECEIVED
CCM WILMINGTON, NC
252 - 808 -2808 .: 1- 8884RCyOAST :: wyvw"Cc0ast2t®rean2gvMpn1,,nec reviise& 1,2!27/06

%•- � k'k 0Ci- MP-4- (Slru E::' Wr es, Page 4 of 4'f
a. Proximity of structure(s) to adjacent riparian property lines
greater than 15'
Note: For buoy or mooring piling, use arc of swing including length
of vessel.
b. Proximity of structure(s) to adjacent docking facilities.
West -15'
East - greater than 200'
c. Width of water body d. Water depth at waterward end of structure at NLW or NWL
+/- 80' max +/- 2' MLW average depth
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.
6 timber pilings along entrance channel with reflectors for
visibility
8. OTHER []This section not applicable
a. Give complete description:
The applicant proposes to improve the existing covered gazebo and access pier as necessary to repair structural damage
associated with storms, etc.
June 15, 2012 rev. Sep 5, 2012
Date
405 Bradley Creek Point Road
Project Name
Watson Caviness
Applicant Name
Applicant Mnature
FE1D
DCM WILMINGTON, NC
SEP 0 6 2M
252.808 -2808 :: 11•888- 42tCQrAST :: www.necoastaimina—qgment.net revised: 32/?7106

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Legend
Property Line/MHW
MLW
Coastal Wetland Line
Marsh Setback (10')
1 1 1
2:L
11,- �
To/a3N NN 13NM1H0
b \ "1�
c � L
To Meet -A -MLW
f
PRELIMINARY
LG� �
G \-Pr'gp"eq
` Cha
MaPk,r
�;T
REgEIVED
DCM MEMINGTON, NC
SEP ,;#t 2012
NOTE: THIS DRAWING IS NOT A SURVEY OR ENGINEERED DRAWING.
FOR ENVIRONMENTAL PERMITTING ONLY.
PtoJtict D
405 Bradley Creek Point 07/13/12
L.MG _:-
„
LAND MANAGEMENT GROUP is W CBViness 1 ° =40'
Environmenta /'Consultants
Peet ONIN OW 2622 _ T�Ix DBewn By: MM T;I°Qh",r,,,,, � Proposed Dredging Limits VW
THIS MAP IS BASED ON ORIGINAL
DRAWIWIS ANDOR SURVEY
INFORMATION FROM:
flt 14DfMISLADBUIMMO
11N aHWAF u BLVD.
NYIL "MKIDU41Y
wutwmD
LAND MANAOEMBJT 18 NOT
RESPONSIBLE FOR THE ACCURACY
OF SAID INFORMATION
09/05/12
s:
02-12 -097
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t
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Katherine Stafford
401 Bradley Creek Point
J e:
00
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407 Bradley Creek Point
o iN LHx ,>v jOSr Existing
I `�p�,�a1� Adjacent
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• J' �° I , /l�'t. ° J. N•� .L l t 1 1 I 1 J L
PIER AND
qV,+ e�I�x IJ .. �--.I f DOCK SCALED
X L Y FROM NHC 2010
AERIAL PHOTOGRAPH
X v ;1i" ly 1 C\
.1 6�uX tit ' X LOX \
it �C S L 4 °•�.
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Bradley
t A L Creek
+ ° X
L ! .�T o-
1\111
NOTE: TOTAL SHORELINE LENGTH AT MEAN HIGH WATER = 201.5 LINEAR FT
TOTAL SO FT OF STRUCTURE ALLOWED PER DCM = 806 SO FT
TOTAL SO FT OF DOCK PROPOSED = 488 SO FT
WATER DEPTHS AND ELEVATIONS BASED ON MLW.
Legend
Property Line /MHW
MLW
Coastal Wetland Line
25 50 100
RECEIVED
DCM WILMINGTON, NC
PRELIMINARY AUG 2 3 '2012
THIS DRAWING IS NOT A SURVEY OR ENGINEERED DRAWING.
FOR ENVIRONMENTAL PERMITTING ONLY.
LMG 405 Bradley Creek Point 07/13/12
Applicant. scale.
LAND MANAGEMENT GROUP mc. W Caviness 1 " =50'
Environmental Consultants
Post Office Box 2522 Title Drawn By:
Wilmington, North Carolina 26402 VLJ
Telephone 910-452 -MOl Existing Conditions
THIS MAP IS BASED ON ORIGINAL
DRAWINGS AND /OR SURVEY
INFORMATION FROM
SHERWIN D CRIBS LAND SURVEYING
1144 SHIPYARD BLVD
WILMINGTON. NC 26012
91 0.791-0080
LAND MANAGEMENT IS NOT
RESPONSIBLE FOR THE ACCURACY
OF SAID INFORMATION
08/23/12
Dr
02 -12 -097
nber
NA