20150968 Ver 1_CAMA Application_20150917

4
NCDENR 5 s s g
North Carolina Department of Environment and Natural Resource
Pat McCrory Donald R. van der Vaart
Governor Secretary
* *SEE: NEW "RETURN TO" CONTACT INFO **
September 14, 2015
MEMORANDUM:
TO: Karen Higgins s ;.
401 & Buffer Permitting Unit FP 1
1S
DWR/Water Quality Permitting
Y 9 sRpE�� °l s
FROM: Heather Coats, NC DEN R-DCM­ Assistant Major Permits Coordinator
127 Cardinal Drive Ext., Wilmington, NC 28405 heather. coats(a._ncdenr.gov
Fax: [phone] (Courier 04- 16 -33)
SUBJECT: CAMA / Dredge & Fill Permit Application Review
Applicant: Louie Lewis — Supply Group, Inc.
Project Location: 68 Champion Drive SW, adjacent to the Lockwood Folly River,
in Varnamtown, Brunswick County
Proposed Project: to replace the existing bulkhead, excavate a boat basin, and reconfigure the existing
docking facility to provide mooring for seven (7) vessels
Please indicate below your agency's position or viewpoint on the proposed project and
return this form to Heather Coats at the address above by October 3, 2015. If you
have any questions regarding the proposed project, contact Holley Snider at
(910)796 -7270 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
N.C. Division of Coastal Management
127 Cardinal Drive Ext., Wilmington, NC 28405
Phone: 910 - 796 -7215 \ FAX: 910 - 395 -3964 Internet: www.nccoastalmanaaement.net

DIVISION OF COASTAL MANAGEMENT
FIELD INVESTIGATION REPORT
I. APPLICANT'S NAME: Louie Lewis — Supply Group, Inc.
2. LOCATION OF PROJECT SITE: 68 Champion Drive SW, adjacent to the Lock wood Folly River, in
Varnamtown, Brunswick County.
Photo Index — 2006: 7 -6183 M -12,13 2000: 7 -61 LM-13 1995: 7 -58 P,O -16
State Plane Coordinates - X: 2234704.147 Y: 73359.058
Latitude: 33 °5656.54 "N Longitude: 78 °13'34.34 "W
3. INVESTIGATION TYPE: CAMA/ D & F
4. INVESTIGATIVE PROCEDURE: Dates of Site Visit — 05/07/15
Was Applicant Present - No
S. PROCESSING PROCEDURE: Application Received — 05/01/15, 09/03/15 (complete)
Office - Wilmington
6. SITE DESCRIPTION:
(A) Local Land Use Plan — Brunswick County
Land Classification From LUP — Waterfront District (Mixed Use)
(B) AEC(s) involved: PT, EW, ES
(C) - Water Dependent: Yes
(D) Intended Use: Commercial
(E) Wastewater Treatment: Existing — County Sewer
Planned - None
(F) Type of Structures: Existing —Storage Building, Parking Lot, Fish house, 4 -slip docking facility
and bulkhead
Planned — Reconfigure the docking facility, replace the existing bulkhead
and excavate a boat basin
(G) Estimated Rate of Erosion: N/A
Source - N/A
7. HABITAT DESCRIPTION: [AREA]
DREDGED FILLED OTHER
(A) Vegetated Wetlands
Coastal
(B) Non - Vegetated Wetlands 1,634 sq.ft. 1,132 sq. ft.
(open water) Incorporated
(C) Other 10,300 sq.ft.
High ground
(D) Total Area Disturbed: 11,934 sq. ft. (0.27 acres)
(E) Primary Nursery Area: Yes
(F), Water Classification: SA -HQW Open: No
8. PROJECT SUMMARY: The applicant proposes to replace the existing bulkhead, excavate a boat basin
and reconfigure the existing docking facility to provide mooring for seven (7) vessels.

Louie Lewis — Supply Group, Inc.
Page Two
9. PROJECT DESCRIPTION
The applicant's project is located at 68 Champion Drive SW, adjacent to the Lockwood Folly River, in
Varnamtown, Brunswick County. The project site can be accessed from NC Highway 17 South in Brunswick
County at the intersection of Hwy 211. At the intersection, turn left and travel south approximately 0.30
miles to Stone Chimney Road. Turn right and proceed south on Stone Chimney for approximately 6.5 miles to
Sabbath Home Road SW. Turn left onto Sabbath Home Road SW and proceed east approximately 1.3 miles to
Varnamtown Road SW. Turn right onto Varnamtown Road SW and proceed east approximately 1.1 miles to
the end of the road. The project site will be located at the end of Varnamtown Road SW, where it intersects
with Champion Drive SW.
The project site is approximately 0.71 acres in size and has operated as a commercial fish house. Man -made
structures on the high ground of the site include a storage building, well sites, asphalt parking lot, and a fish
house adjacent to the shoreline. The high ground of the project site is vegetated with native grasses and
shrubs. The applicant states that the elevation of the site is approximately +8.5 feet above Mean Low Water
(MLW). The project site has approximately 141 feet of shoreline frontage that has been stabilized with a
wooden bulkhead. Water dependent structures on the site include a wooden bulkhead, a covered platform
connected to the fish house and a fixed docking facility that provides mooring for four (4) vessels each
measuring approximately 24 feet in length. The existing fixed pier is approximately 7 feet in width and 128
feet in length, is located approximately 26 feet water ward of the bulkhead and is oriented parallel to the
bulkhead. The northern most section of the fixed pier appears to extend into the adjacent riparian area of
the property to the north a distance of approximately 3 feet. A single piling is located approximately 10 feet
north of the terminal end of the existing fixed pier and also appears to be located across the riparian line.
The fixed pier is accessed from the fish house or from an access pier on the south side of the property
measuring approximately 9 feet in width by 31 feet in length. Located on the north side of the property,
connected to the existing fish house is a covered platform measuring approximately 28 feet in length by 28
feet in width. The covered platform is utilized in the fish house operations and provides and area for transfer,
culling and sorting. The existing facility provides shore side mooring for four (4) vessels each measuring
approximately 24 feet in length. However, historically this facility has serviced and provided mooring for
vessels more than 40 feet in length. Aerial photos indicate that vessels were moored "side to the dock" and
then moored parallel to one another extending outboard from the existing dock and into the federal channel.
Mean High Water (MHW) meets the bulkhead and water depths range from -1.0 feet at MLW approximately
10 feet water ward of the bulkhead to -7.2 feet at MLW on the water ward side of the fixed pier within the
federally maintained channel. The southern portion of the fixed pier is located within the ACOE federal
channel setback of the Lockwood Folly River. The property is bordered to the north by a vacant lot, a
residence and, Champion Drive SW to the south, residential development to the west and the Lockwood Folly
River to the east.
CAMA Major Permit #63 -84 was issued to Gary Ross Galloway on April 24, 1984 and authorized the
construction of a commercial fish house with a covered work /loading area and a shore parallel docking
facility. Information gathered from a DCM permit database search located a permit record for a CAMA
General Permit #D236, issued to Gary Galloway on January 29, 1985, authorizing the maintenance excavation
of a boat basin water ward of the existing bulkhead. However, the permit record does not include the
dimensions of the boat basin.

Louie Lewis- Supply Group, Inc.
Page Three
The waters of the Lockwood Folly River are classified as SA -HQW by the North Carolina Division of Water
Resources. The waters are closed to the harvest of shellfish and are designated a Primary Nursery Area by
the Division of Marine Fisheries.
10. PROPOSED PROJECT
The applicant is proposing to excavate a boat basin, replace the existing bulkhead and reconfigure the existing
docking facility to provide mooring for seven (7) vessels. The proposed bulkhead replacement would be
constructed within the same alignment as the existing bulkhead and would measure approximately 141 feet
in length. Existing water depths range from approximately -1.0 feet at MLW near the bulkhead, to -7.2 feet at
MLW near the federal channel setback. The dimensions of the proposed boat basin excavation would be
approximately 86 feet in length by 19 feet in width (see form DCM MP -2 and Sheet 4 of 5). As proposed, the
boat basin excavation would maintain a minimum 5 feet buffer from the existing bulkhead. Excavation of the
basin would be accomplished by using a mechanical excavator either stationed on the high ground or
mounted on a barge. The proposed excavation would have a maximum box cut depth of -5 feet at MLW and
a proposed final project depth of -3.4 feet at MLW is anticipated in the vicinity of the proposed boat slips.
Excavated material would be dewatered and then trucked to an approved offsite upland location. The
proposed spoil disposal area is located off Hwy 17 near Supply and is owned by the applicant (see Sheet 5 of
5). -
The proposed docking facility modifications would consist of the construction of a shore side pier, three (3)
finger piers and a floating dock adjacent to the existing covered loading platform and fixed pier. The
proposed shore side pier would connect to the existing bulkhead and would begin on the south side of the
existing loading platform, measuring approximately 6 feet in width by 87 feet in length. Extending outboard
of the shore side dock are three (3) proposed finger piers each measuring approximately 3.5 feet in width by
12 feet in length. The finger piers would be oriented perpendicular to the channel and would be spaced to
provide mooring for six (6) vessels. The applicant is proposing a total of six (6) tie pilings a maximum of 18
feet water ward of the proposed finger piers. Each finger pier would have two (2) tie pilings water ward of
the terminal end of the finger pier (see Sheet 4 of 5). The applicant is proposing a floating dock that would
extend from the shore side dock toward the channel on the south side of the existing covered platform. The
proposed floating dock would measure approximately 22 feet in length and 6 feet in width. As proposed, a
portion of the existing fixed pier located on the water ward side of the covered platform would provide
mooring for one (1) vessel. As proposed, the docking facility would provide docking space for seven (7)
vessels (see sheet 4 of 5). The Lockwood Folly River in this location measures approximately 200 feet in
width.
11. ANTICIPATED IMPACTS:
The proposed boat basin excavation would result in the disturbance of approximately 1,634 square feet of
shallow bottom. The proposed bulkhead replacement, within the existing alignment should not result in the
filing of shallow bottom habitat. Approximately 141 feet of Estuarine Shoreline Area of Environmental
Concern would be impacted as a result of the proposed bulkhead replacement. Approximately 85 cubic yards
of spoils material would be excavated from below MLW. The final project depth would be -3.4 feet at MLW
and would connect to the existing depths of the federal channel. The spoil disposal area would result in
approximately 10,300 square feet of high ground fill at an approved offsite high ground location. The
excavation of the basin by mechanical means may create steep side slopes and subsequent sloughing,

Louie Lewis- Supply Group, Inc.
Page Four
potentially increasing the top width dimensions of the proposed project. As proposed, the applicant would
maintain a 5 foot buffer from the existing bulkhead to prevent disturbance to the area resulting from
sloughing. The proposed docking facility would incorporate approximately 1,123 square feet of Estuarine and
Public Trust Waters Areas of Environmental Concern (AEC). As proposed, a portion of the shore side pier and
southernmost finger pier would be located within the 15 foot adjacent riparian corridor setback of the
property to the south. The applicant has submitted a signed and initialed adjacent riparian property owner
waiver form from the property owner to the south, Kenneth B. Hewett. The applicant is proposing to remove
a portion of the existing fixed pier located within the adjacent riparian property owner's corridor to the north.
No new development is proposed within the 15 foot adjacent riparian corridor setback of the property to the
north, however, a portion of the existing pier will remain inside the setback (see Sheet 3 of 5). The Lockwood
Folly River in this location measures approximately 200 feet in width and as proposed the docking facility
modifications would not exceed the % width limitation. The proposed docking facility modifications would
extend a maximum of 38 feet water ward of the bulkhead. As proposed, all fixed structures would be located
landward of the ACOE federal channel setback in this location. As proposed, the docking facility would
provide mooring for seven (7) vessels. Short term increases in turbidity can be expected during dredging and
construction activity.
Submitted by: Holley Snider Date: September 11, 2015 Office: Wilmington

Lewis Dock Proiect Narrative:
The Lewis Dock Project is located on a 0.71 acre tract at 68 Champion Drive, in
Brunswick County, and adjacent to the Lockwood Folly River in Varnamtown. The
property has approximately 140.65 feet of shoreline, with an existing timber bulkhead
stabilizing the uplands. An existing fish house, with pier and docking facility, bulkhead,
and parking areas are in place.
The waters of the Lockwood Folly River adjacent to the project are classified as SA by
the North Carolina Division of Water Quality. The project area is designated as Primary
Nursery by the Division of Marine Fisheries.
The applicant does not propose a modification or alternate use of the existing site
building, but does wish to modify the pier /dock arrangement to be more suitable for
docking vessels. The existing bulkhead is damaged and replacement within the current
alignment and footprint is proposed as part of this project scope. Additionally, the
applicant proposes to remove approximately 85 cubic yards of sediment from the
waterward side of the bulkhead, with disposal of this material on an off -site uplands
location.
The owner also proposes to remove approximately 112 feet of the existing pier on the
southern side of the covered deck and 6 feet of existing pier on the north side of this
deck, add a floating dock system, and construct a walkway adjacent to the bulkhead that
will enable access to three 12 foot finger piers. A portion of the existing pilings will be
reused as tie pilings- and floating dock support. No modifications are proposed to the
existing fish house, covered deck, and wooden pier on the north and east sides of the
covered deck.
A mini - excavator is to be used for sediment removal, with the spoils dewatered during
removal with a perforated bucket and as needed when placed in a lined truck bed, prior
to removal from site. The existing bulkhead will be replaced in its current alignment. A
small floating barge platform, with pile hammer, will be used to assist in
pier /piling /bulkhead removal/repairs, as well as new construction. The barge will remain
affixed to subject property dock when not in use. The mini - excavator will be stored on
the property during construction activities.
The existing number of boat slips for the facility is approximated at 4, based on the
standard length of current intended use. The proposed number of slips to be available
once proposed modifications are complete is 7, thus adding 3 additional slips.
During the initial planning stages of this project, a Scoping Meeting was held in
NCDENR's Wilmington Office, A roster of attendees is attached for reference.
Compass Pointe Engineering worked with the US Army Corps of Engineers to establish
the navigation channel and setbacks depicted on plan sheets.
RECEIVED
DCM WILMINGTON, NC

Business Name
Project Name (if applicable)
Supply Group Inc
Lewis Dock Project
Applicant 1: First Name
MI
Last Name
Louie
Lewis
I
Applicant 2: First Name
MI
I Last Name
If additional applicants, please attach an additional page(s) with names listed.
Mailing Address
PO Box
City
237 Ocean Highway East
Supply
ZIP
Country
- -- -- — - -- --
Phone No.
28462
I USA
910 - 209 - 3679 ext.
Street Address (if different from above)
I
City I
State
Email
State
NC
FAX No.
ZIP
_ ; >,;.
Y" Gf.m •.�Oi7Xlci� %OJIex �r? ��E
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YY��i7.1F/�i7%l � ,� QI x;11
a
"aTc;
Business Name
Compass Pointe Engineering, Pa
Agent/ Contractor 1: First Name MI Last Name 1
Michael A Norton
Agent/ contractor 2: First Name MI I Last Name
Mailing Address PO Box
5041 Main Street, Suite 3
ZIP Phone No. 1
28470 910 - 755 - 5872 ext.
FAX No. Contractor #
910 755 5875
Street Address (if different from above) I City
Email
City State
Shallotte NC
Phone No. 2
910 - 367 - 6869 ext.
State I ZIP
REECE1V ED F
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Form DCM MP -1 (Page 2 of 4)
APPLICATION for
Major Development Permit
County (can be multiple) Street Address State Rd. #
Brunswick 68 Champion Drive (End of Varnamtown Rd SW) End of SR 1122
Subdivision Name ( City I State Zip
Varnamtown NC 28462 -
Phone No. ( Lot No.(s) (if many, attach additional page with list)
ext. , , ,
a. In which NC river. basin is the project located? b. Name of body of water nearest to proposed project
Lumber Lockwood Folly 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 I AIWW
e. Is proposed work within city limits or planning jurisdiction? f. If applicable, list the planning jurisdiction or city limit the proposed
NYes ❑No work falls within.
Varnamtown
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a. Total length of shoreline on the tract (ft.) b: Size of entire tract (sq.ft.)
140.65 30,927.60
c. Size of individual lot(s) d. Approximate elevation of tract above N} #Wraerrrrahttiglravater)=or
N>kN rnaHwater levet) iii J. W ( SAL & n l e w.,
(if many lot sizes, please attach additional page with a list) 8.5 ❑ NHW or ❑ NWL M ^ + .49
e. Vegetation on tract
Typical upland trees and vegetation native to this area.
f. Man -made features and uses now on tract
Fish House and docking facility, with bulkhead and parking area.
g. Identify and describe the existing land uses adiacent to the proposed project site.
North -side adjacent parcel (2170002313) is vacant. South -side adjacent parcel (21700102) is vacant. South -side parcel
(217GA001) has a residential homesite, and joins the shoreline point of 2170002313 and 21700102.
h. How does local government zone the tract? i. Is the proposed project consistent with the applicable zoning?
No zoning within Varnamtown Limits (Attach zoning compliance certificate, if applicable)
[]Yes ❑No NNA
j. Is the proposed activity part of an urban waterfront redevelopment proposal?
k. Has a professional archaeological assessment been done for the tract? If yes, attach a copy
If yes, by whom?
I. Is the proposed project located in a National Registered Historic District or does it involve a
, National Register listed or eligible property?
<Form continues on next page>
❑Yes NNo
[]Yes NNo ❑NA
❑Yes NNo ❑NA
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Form DCM MP -1 (Page 3 of 4) APPLICATION for
Major Development Permit
m. (i) Are there wetlands on the site? ❑Yes ®No
(ii) Are there coastal wetlands on the site? ❑Yes ®No
(iii) If yes to either (i) or (ii) above, has a delineation been conducted? []Yes ❑No
(Attach documentation, if available)
n. Describe existing wastewater treatment facilities.
On site septic
o. Describe existing drinking water supply source.
On site well
p. Describe existing storm water management or treatment systems.
None - Sheet Flow
a. Will the project be for commercial, public, or private use?
®Private /Community
b. Give a brief description of purpose, use, and daily operations of the project when complete.
Provide boat docking for private and commercial use.
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.
A mini - excavatorwill be used to remove sediment build -up in front of existing bulkhead. Spoil material will be dewatered
during removal with perforated bucket and as needed when placed in lined truck bed, prior to removal from site. The existing
bulkhead will be replaced in its existing alignment. A small floating barge platform, with pile hammer, will be used to assist in
pier /piling /bulkhead removal /repairs, as well as new construction. The barge will remain affixed to subject property dock
when not in use. The mini - excavator will be stored on the property during construction activities.
d. List all development activities you propose.
Replace existing bulkhead. Remove a portion of existing pier, replacing with new walkway /pier locations for boat access and
docking. Install floating dock platform.
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? 0.25 ❑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.
Stormwater conveyed by sheet flow
L Will wastewater or stormwater be discharged into a wetland?
If yes, will this discharged water be of the same salinity as the receiving water?
j. Is there any mitigation proposed?
If yes, attach a mitigation proposal.
<Form continues on back>
❑Yes ®No ❑NA
❑Yes ❑No ®NA
❑Yes ❑No ®NA
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Form DCM MP -1 (Page 4 of 4)
APPLICATION for
Major Development Permit
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 Kenneth Brian Hewett
Address 27 Varnamtown Road Supply, NC 28462
Phone No.
g. A list of previous state or federal permits issued for work on the project tract. Include permit numbers, permittee, and issuing dates.
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.
:'
=_
.x,
mCe�iificato" wan., i���Perriii lion: f
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 17, 2015 Print Name Michael A. Norton (Compass Pointe Engineering, PA)
Signature
Please indicate application attachments pertaining to your proposed project.
®DCM MP -2 Excavation and Fill Information ❑DCM MP -5 Bridges and Culverts
❑DCM MP -3 Upland Development
®DCM MP -4 Structures Information
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Form 0CM 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 (excluding
(NLW or Breakwater shoreline
NWL) stabilization)
Length I 86
Width
m
Avg. Existing
I
I
e ®
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NAs: xi " NA ::;
�j $\: t;
De th
p
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Final Project
t
-- % '> °'° ;x .
NA TINA-
Depth
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a. Amount of material to be excavated from below NHW or NWL in b. Type of material to be excavated.
cubic yards. River sediment deposits in front on bulkhead.
85;
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.
[I CW El SAV ❑SB
❑WL ®None
(ii) Describe the purpose of the excavation in these areas:
Removal of sediment deposition and restore water depths for
docking use, preventing boat contact with change of tide.
d. High - ground excavation in cubic yards.
N/A
n
:7h s'sect o a
'D/SP..;US;�'L 'D EXCA f.4:TD.9 7'R %i4 ❑...., . PP.,.,..4._,.
MA
a. Location of disposal area. b. Dimensions of disposal area.
Parcel # 1520003901 103'x 100'
C. (i) Do you claim title to disposal area?
®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.
❑m ❑SAV ❑SB
OWL ®None
(ii) Describe the purpose of disposal in these areas:
Allowance for safe upland disposal of sediment excavation.
d. (i) Will a disposal area be available for future maintenance?
®Yes ❑No ❑NA
(ii) If yes, where?
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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Form DCM P- (Excavation and Fill, Page 2 of 3)
a. Type of shoreline stabilization:
®Bulkhead ❑ Riprap ❑Breakwater /Sill ❑Other:
c. Average distance waterward of NHW or NWL: 0'
e. Type of stabilization material:
Replace existing wooden bulkhead with like materials.
g. Number of square feet of fill to be placed below water level
Bulkhead backfill 0 Riprap 0
Breakwater /Sill 0 Other 0
i. Source of fill material.
N/A
a. (i) Will fill material be brought to the site? ❑Yes ❑No ❑NA
If yes,
(ii) Amount of material to be placed in the water
(iii) Dimensions of fill area
(iv) Purpose of fill
b. Length: 140.65
Width: 6"
d. Maximum distance waterward of NHW or NWL: 0'
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.
N/A
b. (i) Will fill material be placed in coastal wetlands /marsh (CW),
submerged aquatic vegetation (SAV), shell bottom (SB), or
other wetlands (VVL)? 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:
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1- g. ,�x,xxxs.zx.<- .u<..x_ „x� ;,r,�x+:xx�••+ax= ;':i. ax.'+�i ._ _..
° '� ,�xx3, >,.x.x- x,_a,. _,..,.. -x�� _- w;�x
a. xMHow 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)?
Excavator Bucket to Lined Truck bed method to be used for Bucket Excavator
containment on project site. Spoils site to be contained with
Sediment Fencing.
c. (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.
d. (i) Will wetlands be crossed in transporting equipment to project
site? []Yes ®No ❑NA
(ii) If yes, explain steps that will be taken to avoid or minimize
environmental impacts.
252 -808 -2808 :: 1- 588- 4RCOAS 9 reviser: 12126/06

Form ®iM MP-4
A`.mA+' N
(Construction within Public 'gust 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.
;;-..:::
ThsYsectoh ot(a��
1 ca e•
4,`x DOCiCIflIGr�FACILl TY/ IVI4RINA >�CW;4RAGTERIS:TICS`' "�,'"' a%x �
a. (i) Is the docking facility /marina: b. (Q Will the facility be open to the general public?
®Commercial ❑Public/Government ®Private /Community ❑Yes ENo
c. (i) Dock(s) and /or pier(s)
d. (i) Are Finger Piers included? EYes ❑No
(ii) Number 3
If yes:
(iii) Length 22' -6 ", 87'
(ii) Number 3
(iv) Width 6% 6'
(iii) Length 12'
(v) Floating ®Yes El
(iv) Width 42"
(v) Floating ❑Yes ENo
e (i) Are Platforms included? ❑Yes El
f. (i) Are Boatlifts included? ❑Yes ENo
If yes:
If yes:
(ii) Number
(ii) Number
(iii) Length
(iii) Length
(iv) Width
(iv) Width
(v) Floating ❑Yes ❑No
Note: Roofed areas are calculated from dripline dimensions.
g. (i) Number of slips proposed
h. Check all the types of services to be provided.
7
❑ Full service, including travel lift and /or rail, repair or
(ii) Number of slips existing
maintenance service
❑ Dockage, fuel, and marine supplies
4
E Dockage ( "wet slips ") only, number of slips: 7
❑ Dry storage; number of boats:
❑ Boat ramp(s); number of boat ramps:
❑ Other, please describe:
i. Check the proposed type of siting: j. Describe the typical boats to be served (e.g., open runabout,
❑ Land cut and access channel charter boats, sail boats, mixed types).
EOpen water; dredging for basin and /or channel Mixed
❑Open water; no dredging required
❑Other; please describe:
k• Typical boat length: 30l I. (i) Will the facility be open to the general public?
❑Yes El
m. (i) Will the facility have tie pilings?
®Yes ❑No RECEIVED
(ii) If yes number of tie pilings? DCM WILMINGTON, NCB
6 SZ..P 0 ) 2015
1111!1111111 lrrill •'f a, -3 -

._� ........ 2 : DOCKINa'FA'ClL -I-TY MARIN � P
A''O ERATIOflI`.;.°':...=`�;a. =� °:x'';
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.
11
(ii) Give the location and number of " Pumpout Available" signs proposed.
'licable:..
-This tectioii `no #:a
pp
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?
DECEIVED
m. Is the marina /docking facility proposed within a primary or secondary nursery area? DCM WILMINGTON, NC
❑Yes ❑No SEP
252 - 808 -2808 :: 1- 888- 4RCOAST : www.necoas'. Imanas, ement.net revised: 12!27!06

Form DCM MP-4 (Structures, Page 3 of 4)
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 (WQ? If any boxes are checked, provide the number of square feet affected.
❑CVV ❑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.
A
ndt bdbldt,�
.. . ... .....
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.',GR01N,,1 6 H6 ---q',ro&k-,­'­"'. ........ T',hissecti6h n6i '06abi6 I
'j" tWb 0"'-"'� -OVIO�,"W"'A gLpq?,",use�
.................. . . ... . .......
a. (i) Number
(ii) Length
(iii) Width
..... . 0 Thig,s'66fi6h'hot-appica
�"Kb'h'kAki"
a. Length b. Average distance from NHW, NWL, or wetlands
c. Maximum distance beyond NHW, NWL or wetlands
ED ,
!&" '�06AiAG'PL Th�sspdti6n'ho t b4cabA pp I
a. Is the structure(s):
❑Commercial ❑PubliclGovernment ❑Private/Community
c. Distance to be placed beyond shoreline
Note: This should be measured from marsh edge, if present
e. Arc of the swing
b. Number
d. Description of buoy (color, inscription, size, anchor, etc.)
. . . . . . . . .
711, '.'J
. . . . . . . . . . . . . . . . . . .
. . . . . . . . .
-R
....... EQ
5 VVffb
CM '1A11L-V1NdtbN, a� NO
S E P il 3 2 C, 1
252-808-2808 : 1-888-4RCOAST . wwvv�.nccaastalmanagement.net revised: 12,112T,'06

k'�9'.P't1'2 {v��':�� i'��ts°..�:r (�'l'rut'.Zuca *1� $��lr�c2 •� OT •aj
a. Proximity of structures) to adjacent riparian properly Ilnea
15' (North End) and 0" (South End)
Note: For buoy ormoonng pinny, use erc of Swing including length
Of vesSo/.
C. Width of water body
168'
e. (i) Will novigationbl aids be required a,. a rosult of the project?
©Ymn CA]No QNA
(II) It yes. explain what typ* ynd now They will be implamented.
Proximity of structure(s) to adjacent docking facilitles.
232' (North End): 20' (South End)
Wotor dopth at woterward end of structure at NLW or NWL
9' MW V- riU1
I
S. OTHER ❑ThlS'SCCtror) not AppliCObfs
a. Give Complete dewiption: �.
The existing pier and docking facility will be modified to accommodate seven 30' slips, with three 42 "x12' finger piers and a
floating dock platform, with dimensions of 22'x 6'. The existi ig140' bulkhead will be replaced in its current alignment using
like materinis. Approximately 85 CY of material is proposed o be excavatod from T watt!rward of the bulkhead to
approximately 22' waterward of the bulhead (within the boat ,'lip area) to accommodate the use of six slips.
DcM kn�Lr N�TOM,
Sr-P

SITE o �r
l�= �O
O
CHAMPION DRIVE '%�aS
VARNAVITOWNINC � '? .
�\ JP� FISHERMAN RD.
�s
�y 41
O
VICINITY MAP
NOT TO 5GALE
PROPERTY INFO:
PARCEL #: 2170002214
51TE ADDRESS: G8 CHAMPION DRIVE
NOTES:
1. SURVEY DATA PROVIDED BY BOBBY M. LONG
SURVEYING, RECEIVED OCTOBER 1, 2014. REVISED
SURVEY DATA RECEIVED JUNE 23, 2015.
2. NAVIGATION CHANNEL AND SETBACK OBTAINED
THROUGH CORRESPONDENCE WITH JUSTIN ARNETTE,
LAND USE COORDINATOR, CARTOGRAPHER, U5ACE
WILMINGTON, NC.
ISSUED DATE:
4/28/15 1
o REV. DATE: 1
— -.:_._..LS
r }
,sE p 7
2 R 4V
' o r� __ . -
4p NBt F� -I____ `: CHECKED BY:
AFI� pER
kAN
• X ->zo- 1
' SCALE:
I'= 40'..
_ . ..........
46' E 92 29
s t5.2z '
82.29' -TBllne
SUPPLY, NC __� - - -- ----- -1 - - -- Q
V ^
OWNER: 5UPPLY GROUP INC. f — — — — — — — — — — — — — �( _
237 OCEAN HWY EAST I — I �(z�� U >I O
X -12V L1 J / J
SUPPLY, NC 28462 e`'
USE: BOAT SLIPS fs Na A9a11O "O"6" I 0 J Q
parcel #217 00 0 221 3 ISEE SKEET 2 OF 5 m�' ~ O
ACREAGE: 0.71 Thomas E. Mills x -z0 Ne^ " ° "0� " "° 1 I (] C _
EDGE OF s6lba
1212 }342 � Nail set MARS I z W �
TREE TABLE Cab. 1, page 190 m In concrete _ S/ D 0
ww ( w.croro°
map : m bulkhead ENPEf r - O O O Z
i 16 28' OAK Lot #2 I 1 Belb°G% I J
I 1711 1 26'OAKMORE- �� ` • -11P- O AI�N" p1
f76 OAK
y6 °nie L"� 15 I Z O
jjj to a<'OAK
21 OAK �'otal to I Bad
i I 179 f 1r oAK
o- - r
a LY7 J Q
gUlkhead I D'ELL SITE ' -75 1 of ul T W a-' z
I�pt L I LL.1 Q <
\ FlBUI HOUSE N COVERED .p ' ;

V
�d
a
Nail set
in concrete
bulkhead
e
CONCRETE PAD
WELL SITE
EDGE OF
MARSH-
® \
concrete �
,N o 2� 40USE
X -2.0'
00 OF
_... _. _._ ... _ .._ .... _
1
t � I
' 1 X -12.0'
` NaVlgatIV, Channel
! Navi ation Channel
Setback I
•1 V
_ Setback 1
>A-11.0' _ _ ? 15' Riparian Corridor >A-1
0 mI
O'
' mI
-7.5' 0 1 m 1
�
COVERED
� 1
1 X -12.7' I
WATER DEPTH
CU
1 @ LOW TIDE (TYP) 1
O _
APPROXIMATE HIGH WATER LINEI
IS ON FACE OF BULKHEAD
0 /
11
NOTES:
1. SURVEY DATA PROVIDED BY BOBBY M. LONG
SURVEYING, RECEIVED OCTOBER 1, 2014. REVISED
SURVEY DATA RECEIVED JUNE 23, 2015.
2. NAVIGATION CHANNEL AND SETBACK OBTAINED
THROUGH CORRESPONDENCE WITH JUSTIN ARNETTE,
LAND U5E COORDINATOR, CARTOGRAPHER, U5ACE
WILMINGTON, NC.
O / \
0 /
X-13.0'
2' ,\ 7.2' aoty jam '00 OF
X -1,
ISSUED DATE:
4/28/ 15
REV. DATE:
! �
6/24/15
`
DRAWN BY:
TM M
! CHECKED BY:
g
MAN
SCALE:
20'
Q
(f)
I— J
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0
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Q
0_ W
0gz
,z00
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L
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\ 6' L
LLJ N L
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\ Ln o
\ DCM WILMINGTON NU f°
ELEVATIONS REPRESENT y
2z
� Ji�1�l 2 4 2ii1� � o
t� WATER DEPTHS AT LOW TIDE. \\� i' I Irl'/�r U N
BASE ELEVATIONS UTILIZE ��`0���. CAR�
NAVD '88 DATUM. va'
1
\ _ AL
Possiole Vap 025656
0 10 20 40 80 '
0.01 Acres
To be combined with
_ 1) .,-7nn0- 22.1- 4 _. Scale: 1 = 20'
PG .2oF5
- ._.

1
�o. Nail set
Inbulkhead
<'o
.t
EDGE OF
MARSH-
concrete
/
/
CONCRETE PA� \ \
WELL SITE
Ex. Bolt
C
N
FISH HOUSE
BUILDING
TO REMAIN
O�\
/
W
o �.
O
z
30.00'
79'24'00" W
i
X -2.0'
ENO
OF
70
\ COVERED
DECK
(NO WALLS)
\TO REMAIN
1
1
G' OF EXISTING PIER, REST TO REMAIN
1 Navigation 1
1
! Navi 'lion Channel �
Setback
•1 1
I 0' _ 15' Riparian Corridor tb
Seaok 1
0�� USE EXISTING FILINGS FOR
ANCHORING /STABILIZATION 1
' OF FLOATING DOCK
3
o P 1
O O
go-
0 m
.V
� 'PROPOSED 22'x G' FLOATING DOCKI
1 � 1
G
38' 9 X -12.7'
WATER DEPTH
A- PROPOSED 13'x 4' RAMPI @ LOW TIDE (TYP) 1
PROPOSED G' WOODEN WALKWAI t
�-A.7' REPLACE BULKHEAD WITHIN
EXISTING ALIGNMENT / \
APPROX. LOW WATER LINEI /
NOTE:
A PORTION OF THE EXISTING WOODEN PIER, THE
COVERED DECK, AND ASSOCIATED SUPPORT
PILINGS ARE INTENDED TO REMAIN AS DEPICTED
ON THIS SHEET. ALL OTHER EXISTING WOODEN
PIER AND PILING STRUCTURES ARE PROPOSED
TO BE REMOVED AND REPLACED OR REPAIRED
AS SHOWN.
APPROXIMATE HIGH WATER LINE
IS ON FACE OF BULKHEAD /
u .• 1 / X -13.0'
GRASS
PLATFORM
4/28/15
STRUCTURE
WELL SITE
Ly c9
1\6
in Ln
DRAWN BY.
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TM M
CHECKED BY:
MAN
X -7.2' e\'oaj
.s
Ls- 20.00'
P-o02 56
?3.8 0
52.14' .s '
106.19'
Total
Tract
Parcel # 21700102
Possible Gap
0.01 Acres
To be combined with
Cu .,. ')-i-1nn0 ?2.14
-6.2'
J �\O -,N OF
1 r'
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3 S.F. EACH - TYP.)
\
\
PROPOSED EXCAVATION BOUNDAR \
,r
ND T W PILE
X-11.51
155UED DATE
�
4/28/15
REV DATE-
Ly c9
8/25/15
in Ln
DRAWN BY.
� N
TM M
CHECKED BY:
MAN
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ELEVATIONS REPRESENT o 10 20 40 = 2 5
WATER DEPTHS AT LOW TIDE. :
BASE ELEVATIONS UTILIZE '�' °�, -�r'' RED ON /=U ON
NAVD '88 DATUM. Scale: 1" = 20'
P 3 70 17,PG 3 of= 5

....... .......... ... .
ISSUED DATE:
co 140'-(5"; 4/28/15
REV. DATE
/-- REMOVE G' Of EXISTING PIER, REST TO REMAINI USE EXISTING PILINGS FOR I 8/25/15
ANCHORING/STABILIZATION OF FLOATING DOCK
8" POUND T.W. PILE (TYP.)l DRAWN BY:
A®
ESUPPORTED PROP05ED 22- x G'FLOATING DOCK 0- T M M • BY EXISTING PILINGS 0 00
CHECKED BY:
SLIP 7
, (D M.A... N
C PROPOSED 13'x 4'RAMP ..
....
IV WOODEN PIER
TO REMAIN
LL
0
a.
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I A
ELEVATIONS REPRESENT
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BASE ELEVATIONS UTILIZE
NAVD'88 DATUM.
S 21025'38" E
-10 0
20 i
Lu
ra
x
m
(PROPOSED G' WALKWAY�
EXISTING 13ULKHEAD[.
SCALE.
"IV
0 1 1'= 10'
0 APPROX. LOW WATER LINE
PROPOSED I 2'x 3'-G" PROPOSED EXCAVATION I5O_JNDARYj
Lu <
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SCALE: I"= 10'
10 20 30 40 50 GO
'rPP,OP05ffD 13'x 4' RAMP(
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�PROP05ED 22- x G' FLOATING DOCK]
(TO DE REFURBISHED)
\ ;-- {APPROX. LOW WATER LINE
ICJ
- 1------- - - - - -- -----
EAPPROX. EX15TING SEDIMENT GRADE(
PPOP05ED EXCAVATION PROFILE]
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PROFILE Of PIER / FLOATING DOCK (SECTION A-A).
SCALE: I " = 10'
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—OOQ
STAYv-
47.8'
K POND
b'• Q
\\ w EXISTING 501L ROAD
4�' z to BRUNSWICK CO. -
WASTEWATER TREATMENT
e2, / SITE
............
/ 5
i T P OF POND 100'
PROPOSED DREDGE DISPOSAL
\ AREA (I 03'x 100')
E� ILL
a SEDIMENT FENCE
LIMIT OF DISTURBANCE
`� ORTh POND ,/ z
Q
BOUNDARY LINES TAKEN FROM RECORDED PLATS PARCEL PARCEL #: 1 5200039 / u z
OWNER: LOUIE LEWI5 / Q U 0
N \339 237 OCEAN HWY EAST L Q
SUPPLY NC 28462 Q U
1 \258 j I USE: RESIDENTIAL I Q=
l I ' a-- W
PARCEL #: 1 6800080 11 /� I 1 I b
1 / �I II Oou00z
OWNER: ADRIAN SELLERS PARCEL INFO: i I I i J 0 p
Ir
z
5 OAKLAND DR. PARCEL #: 1520003501 11 1�1 ,/ % j ; /// / Q_ �
CRAWFORDVILLE FL 32327 1
OWNER: LOUIE LEWIS
USE: RESIDENTIAL 237 OCEAN HWY EAST 1 1 �� %� I� I �// \ U w z
\\ USE: JUNKYARD 11 �/� I I - /� \ / C) Q Q
3\4 i' �� ACREAGE: 12.79 / l / I // �� /' ;/ �
\ ( l I 1 �1 i v`��•� 0 i
/ I OUTLET PIPE \ / 00 4,
\ \ ( \ I INV. IN 33 6' I ( / O , U
\ 1 / BOTTOM POND @ \ \ / (off �� 00� O %
v
OUTLET =29.7' \ \vOJ�i\QQ
EXISTING /// rL�J'J�`�
\ TREE LINE co
e-
INV.. OUT
37.5' r-- ��•�0 �tV
\ \\ 1 PARCEL #: / 1 6800082 35'4
\ \ I OWNER: LOUIE LEWIS
\ 1 237 OCEAN HWY EA5T
\ I SUPPLY NC 28462 I s3 / �7oP OF POND %/ /,/ O
' USE: JUNKYARD g % IU c
% N m
PARCEL #: 1 6500081 / / 1 AI / FRONT 4�j m c
OWNER: TIFFANY FOUNTIAN _ -
DON MICHAEL 1 /� INV�.OUT337 0`' / // d9 POND ;% /// i/ m V a Iu
1 50 JUNCTION WAY 5E // I I A O s o
/ \ SUPPLY NC 28462
Idn
RESIDENTIAL Ze U5E: l INV. OUT 33 5' R / ' D
L
Ui Z
DCIVI WILD NGTON>I, N! � m
v
34 \ E 0 z
itimlltrr , /2015 U L
\ \•4� r N
CAR
PARCEL #: 1 68000821 O jj OQ _ EAL fit'
OWNER: LOUIE LEWI5
0 50 100 200 # TINA CULBRETH
237 OCEAN HWY EAST %j / its «*,02(�"�'•tro�;
/ I / SUPPLY NC 284@2 ,• J� /' / /
„ — / I / USE: JUNKYARD \ / % 1/, \\ _.,....._..__..
Scale: I — 1 00 \ ( \ II PG. 5 of 5
77 ...._.� _... .. - a _ ._._. .
J
ISSUED DATE:
/
3
PARCEL #:
1 5200034
OWNER:
BRUNSWICK COUNTY
4/28/15
/
PO BOX 249
BOLIVIA NC, 28422
REV. DATE:
USE:
WATER TREATMENT
_../ .,
FACILITY
V7::
I
DRAWN 5Y
�\
- ----------
.../AXLE
� TMM--':.::_....._..
\
�--- - -
- -�-
VICINITY MAP
\
(
,
CHECKED BY.
NOT TO SCALE
- ,....___...
MAN
POND NOT ACCURATELY
\
/
LOCATED NO STATE WATERS /
5CALE:
I FLOW INTO THIS POND
/
(PER PROPERTY OWNER)
1" = 10 0
`� ORTh POND ,/ z
Q
BOUNDARY LINES TAKEN FROM RECORDED PLATS PARCEL PARCEL #: 1 5200039 / u z
OWNER: LOUIE LEWI5 / Q U 0
N \339 237 OCEAN HWY EAST L Q
SUPPLY NC 28462 Q U
1 \258 j I USE: RESIDENTIAL I Q=
l I ' a-- W
PARCEL #: 1 6800080 11 /� I 1 I b
1 / �I II Oou00z
OWNER: ADRIAN SELLERS PARCEL INFO: i I I i J 0 p
Ir
z
5 OAKLAND DR. PARCEL #: 1520003501 11 1�1 ,/ % j ; /// / Q_ �
CRAWFORDVILLE FL 32327 1
OWNER: LOUIE LEWIS
USE: RESIDENTIAL 237 OCEAN HWY EAST 1 1 �� %� I� I �// \ U w z
\\ USE: JUNKYARD 11 �/� I I - /� \ / C) Q Q
3\4 i' �� ACREAGE: 12.79 / l / I // �� /' ;/ �
\ ( l I 1 �1 i v`��•� 0 i
/ I OUTLET PIPE \ / 00 4,
\ \ ( \ I INV. IN 33 6' I ( / O , U
\ 1 / BOTTOM POND @ \ \ / (off �� 00� O %
v
OUTLET =29.7' \ \vOJ�i\QQ
EXISTING /// rL�J'J�`�
\ TREE LINE co
e-
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