20131236 Ver 1_CAMA Permit Application_20131127

Pat McCrory
Governor
November 25, 2013
MEMORANDUM:
A
j;A
NCDENR
North Carolina Department of Environment and Natural Resources
Division of Coastal Management
Braxton C. Davis
Director
TO: Karen Higgins
401 Oversight
DEMLR - Surface Water Protection
John E. Skvarla, III
Secretary
FROM: Doug Huggett, NC DENR -DCM Major Permits Co
400 Commerce Ave., Morehead City, NC 28557 (Courier 11- 12 -09)
SUBJECT: CAMA / D &F Permit Application Review
Applicant: Mark Malpass
Project Location: 176 Flamingo Ln., adjacent to the AIWW, in Sneads Ferry, Onslow County
Proposed Project: to construct a docking facility with associated dredging
Please indicate below your agency's position or viewpoint on the proposed project and return this
form to Doug Hug_gett at the address above by December 18, 2013. If you have any questions
regarding the proposed project, contact Jason Dail at (910) 796 -7215, 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: 910 - 395.3964 Internet: www.nccoastalmanagement.net
An Equal Opportunity \ Affirmative Action Employer
D
NOV 2 7 2013
D1 NR - WA
tiW&tland o A - ITY

DIVISION OF COASTAL MANAGEMENT
FIELD INVESTIGATION REPORT
APPLICANT'S NAME Mark Malpass
2 LOCATION OF PROJECT SITE The property is located at 176 Flamingo Lane, in Sneads Ferry, Onslow
County
Photo Index - 2006 30 -6565, K, L 6 -7 2000: 30 -403, L, M 7 -8 1995: 30 -390, R -S, 12 -13
State Plane Coordinates - X 3054501 Y 1580113 GPS File: N070713A
Lat: 34 °32'52 01"N Long: 77 °21'40 08 "W
INVESTIGATION TYPE CAMA / D &F
4 INVESTIGATIVE PROCEDURE Dates of Site Visit — 11/18/13
Was Applicant Present — No
PROCESSING PROCEDURE Application Received — Completed on 11/21/13
Office — Wilmington
SITE DESCRIPTION
(A) Local Land Use Plan — Onslow County
Classification From LUP -AEC areas are classified Conservation and Resource Protection
(B) AEC(s) Involved EW, PT, ES
(C) Water Dependent Yes
(D) Intended Use Private
(E) Wastewater Treatment: Existing — On -site
Planned - None
(F) Type of Structures Existing — Residence, pier and dock
Planned — additional pier and viewing platform
(G) Estimated Annual Rate of Erosion N/A Source - N/A
7. HABITAT DESCRIPTION [AREA]
DREDGED FII,LED OTHER
(A) Vegetated Wetlands — Coastal
(B) Non - Vegetated Wetlands - open water
+/- 19,200 sq.
512 sq. ft.
ft.
(incorporated)
(C) Other (Highground)
18,000 sq. ft.
(Spoil disposal)
(D) Total Area Disturbed 37,712 ft' (0 86 acres)
(E) Primary Nursery Area No
(F) Water Classification SA Open: Yes
8. PROJECT SUMMARY The applicant proposes to install a new pier and platform In addition, he also proposes
to dredge an area approximately 19,200 sq ft immediately in front of and adjacent to the property

Mr. Mark Malpass
Page Two
9. PROJECT DESCRIPTION:
The project site is located at 176 Flamingo Lane, adjacent to the AIWW, in Sneads Ferry, Onslow County To get to the
site from the Wilmington Regional Office, take US Hwy 17 N to Old Folkstone Road in Holly Ridge (approximately 30
miles) and turn right Continue approximately 7 miles along Old Folkstone Road (crossing through at the intersection of
Old Folkstone and NC Hwy 210) and turn right onto Clay Hill Road Follow Clay Hill Road until you reach the stop sign
and then turn right onto Sneads Ferry Road, which becomes Peru Road Travel approximately 15 miles and turn right
onto Swan Point Road Take your next left onto Flamingo Lane and the subject property will be located on the right hand
side at the end of the road The property is gated (possibly locked) and can only be accessed by passing through the gate at
the entrance to the property
The entire tract is approximately 3 06 acres with approximately 487 linear feet of shoreline The applicant currently
maintains a single- family residence on the property along with a horse stable along with a private pier and covered
platform and boathouse Vegetation on the property is limited primarily to lawn grasses and ornamental landscaping with
several Live Oaks scattered along the shoreline A few Wax Myrtles (Myrica ceri era) are located within the transition
zone, as is Grounsel -bush (Baccharus hahmifolia), Marsh -elder (Iva utescens) and Goldenrod (Sohdago canadensis)
Shoreline vegetation along the upper elevations primarily includes Salt Meadow Grass (Spartina patens), Spikegrass
(Dtstichhs spzcata), Glasswort (Sahcornia) and Black Needle Rush (Juncus roemarianus) These grasses taper off near
the high water line where regularly flooded Smooth Cordgrass marsh (�artma altern{ ora) prevails The site ranges in
elevation from 1' to 15' above the Normal High Water level The shoreline is naturally stable and has a moderate
transition from the upper portions down to the waters edge
Although it appears the subject access channel has a history of having "deeper" water than the surrounding area, the
Division of Coastal Management does not appear to have any records supporting a permit history Aerial photography of
the subject site depicts the presence of a sand bar (in the same location as it exists today) and a deeper depression behind
the bar, which extends across the lateral bounds of the applicants property The photos depicting this natural condition
show the state of the property prior to any development, on the subject property (prior to 1984) However, the neighboring
property (Russell Lewis) appears to have been dredge prior to 1989, as evident by aerial photography It appears that an
entrance channel and boat basin was dug to provide access to Mr Lewis' dock, however, the Division again cannot
produce any permit history for this site In response to the aforementioned circumstances, the write is considering the
proposed work as new dredging, with the exception of the entrance channel maintenance and a portion of the access
channel (that in front of Mr Price's property) It is uncertain whether or not the USACE has any permit history for either
of these properties
The NC Division of Water Quality has classified the waters of the man-made canals as SA The NC Division of Marine
Fisheries has NOT designated this area of Topsail Sound as Primary Nursery Area (PNA) and the waters adjacent to the
proposed project are OPEN to the harvesting of shell fishing
PROPOSED PROJECT:
The applicant is seeking approval to construct a 6' x 80' access pier and 16' x 32' observation platform/loading dock In
addition, the applicant is proposing to maintenance dredge an entrance channel, access canal and boat basin, leading to
and around the existing docking facility
According to the application package, as prepared by the applicant's agent, a new 6' x 80' access pier and 16' x 32'
platform would be constructed along the northern property line The proposed pier would originate on high ground and
would extend toward the east A new 16' x 32' "T- head" platform would be constructed at the terminal end of the pier,
and would be positioned dust inshore of the existing access channel As planned, the pier /dock would extend
approximately 75' beyond the edge of the Coastal Wetlands Existing water depths at the end of the proposed dock range
from -1 5' to -2 0' at Normal Low Water (NLW), however, post dredge depths in this area would be around -4 5', NLW
The additional pier and dock would supplement the existing facility that is located further south, along the same shoreline
The existing pier /dock/boathouse was permitted in 1998, under CAMA Mayor Permit #57 -97 The waterbody in this area
of Stump Sound measures approximately 650' in width, however the near shore edge of the sand bar is located
approximately 20' from the terminal end of the existing covered boathouse /platform

Mr. Mark Malpass
Page Three
In addition to the pier structure, the applicant proposes to dredge approximately 1,876 cubic yards (bucket to barge)
within a previously dredged entrance channel, access canal and boat basin According to the application package,
approximately 1,876 cubic yards (cy) of material would be removed from the area
The dimensions /extent of the dredge limits would measure approximately 920' (L) x 20' (W) to a final depth of
approximately -4 0', measured at NLW (current depths are approximately -1 5', at NLW) In an attempt to avoid
unnecessary impacts to Submerged Aquatic Vegetation (SAV) and productive shellfish beds, the applicant has stated in
his package that the "channel will be staked prior to dredging" and "will follow the existing channel" alignment The
methodology for completing the dredge portion of this project will require the applicant to begin dredging at the mouth of
the entrance channel where it intersects the AIWW From there the dredge operator would work inland, through the
entrance channel to the access channel (approximately 240 linear feet) Once the entrance channel has been cleared, the
applicant proposes to dredge approximately 125' to the north, across the riparian corridor of the immediate neighbor
(Daniels), and into the riparian corridor of Mr Price Based on previous satellite imagery, this area of the access channel
has previously been dredged and maintained
In addition, the access channel would be dredged a distance of approximately 500 linear feet along the eastern shoreline of
the applicant's property The planned dredge cut would extend approximately 50' beyond the existing boat house At that
point the dredging would cease A 20' x 40' area beneath the existing covered platform/boathouse would also be dredged
to allow for access to and from the existing boat slips Dredging around the boat house would also maintain a -4 0' depth,
relative to NLW The applicant states there would be "No dredging within 5' of Coastal Wetlands" and "No dredging
within 10' of SAV"
According to the application package, the dredge material would be off - loaded Just south of the existing
platform/boathouse Here, a lush stand of Smooth Marsh Cordgrass exist, as does loose live shellfish (oysters) It should
be noted that the off - loading site is the preferred site of a future boat ramp, as stated and presented by the applicant's
agent, and the writer is concerned that disturbance in this area (as a result of the off - loading) will destroy the existing
Coastal Wetlands It is recommended if a permit is issued for the project, that the applicant off -load material along the
shoreline at an area where no or minimal Coastal Wetlands exist Once off - loaded by barge, the spoil material would be
hauled to an upland area located on the property As designed, an 18,000 sq ft area has been selected for spoil deposition
The spoil site would be located along the southern side of the existing residence, approximately 200' from the waters edge
and would be appropriately contained
10. ANTICIPATED E"PACTS
The proposed maintenance dredging would disturb approximately 19,200 sq ft of previously excavated shallow bottom
area Approximately18,000 sq ft of high ground would be filled as a result of the spoil material deposition The pier and
platform would incorporate approximately 512 sq ft of open water, would be located within ' /4 of the width of the water
body and within the applicant's area of riparian access (no waiver required) Minor increases in turbidity should be
expected during the dredging event, however no long term adverse impacts are anticipated Sedimentation and erosion
control structures would be installed to prevent transport of material off the property
Submitted by: J Dail Date: November 22, 2013 Office: Wilmington

tot
Chad Kimes, PE
104 Newton Road
Hampstead, NC 28443
910- 470 -4494
dckimes s,charter net
November 20, 2013
NARRATIVE
For
Mr. Mark Malpass
SCOPE
Mr. Mark Malpass is requesting to construct the following.
1. Maintenance dredge the existing shoreline channel to tie into at
-4.0 NLW at a length of 660' feet and a width of 20' feet.
2. Maintenance dredge the existing access channel to tie into at
-4.0 NLW at a length of 260' feet and a width of 20' feet.
3. Propose a new walkway /dock with sitting area (approximately 80' x 6' walkway,
16'x 32' dock/sitting area).
A scoping meeting was held on November 07, 2013, to discuss this proposal. Based on
the feedback and comments from this meeting, I am submitting the attached Permit
Application.
The maintenance dredging is 920' feet (includes shoreline channel and access channel)
long and will be 20' feet wide. The existing channel is approximately 25' -75' wide. The
channel has natural stabilization on the West side but the majority of erosion is from the
sandbar /shoal from the East, which is sliding over time from the currents and vessel
traffic of the ICW. The maintenance dredging quantities are approximately 1,876 CY at
-4 NLW. This includes maintenance dredging inside the existing boat slips.
The adjacent owner to the North of Mr. Malpass is also in agreement to this proposal.
This channel will not have any SAV impacts.
DISPOSAL SITE
Mr. Malpass is requesting to place approximately 1,876 CY of dredged material on his
property. The dredged material will be unloaded south of the existing dock and trucked to
a location on Mr. Malpass' property. The area will be 18,000 sf and will have silt fence
placed around the entire area. Once the material dries, the material will be placed in areas
on the property, then seeded and mulched No fill will be placed within 30' of coastal
wetlands. Under this request, there will not be any impacts to wetlands. The ramps on the
barge will ramp over any coastal wetlands.
RECEIVED
DCM WILMINGTON, NC
NOV 21 2013

Malpass Conti, Page 2
ENVIRONMENTAL IMPACTS
DREDGING: This current proposal has reduced an original proposal of a 30' wide
channel to a 20' wide channel to accommodate minimization. In addition, this proposal is
following the common rule of "follow the deeper water" by maintaining the existing
access channel instead of cutting a new access channel closer to the existing dock. All
dredging will be performed to ensure proper flushing.
F-M.Y111c,
On October 04, 2013, a SAV survey was conducted by Darian Chad Kimes, PE,
Engineering Services. The SAV survey was performed at low tide and the water
clarity was approximately 5' in depth. SAV's were present outside of the access
channel dredging area. SAV's were not established in the existing shoreline
channel.
A total of 2 SAV beds were located to the South of the access channel. These
beds were primarily widgeon grass. The closest SAV bed was approximately 288
square feet with a density of 80 % -90 % and the closest SAV bed to the access
channel was 500' feet. These are shown on the plan sheet.
Based on this survey, I am recommending dredging not to be allowed within 10'
of the SAV's. The SAV's should be delineated prior to dredging. There are no
anticipated impacts to SAV's with this proposed project.
B. Shellfish
I do not anticipate any impacts to shellfish However, there is a shellfish bed
located to the South of the existing access channel. Caution will be used while
dredging in this area.
C. Wetlands
I do not anticipate any impacts to wetlands with dredging. All dredging will be a
minimum of 5' from any wetlands.
D. Indian Manatee
Guidelines for Avoiding Impacts to the West Indian Manatee are attached to this
proposal.
RECEIVED
DCM WILMINGTON, NC
Nov 21 2013

Malpass Conti, Page 3
CONTRACTOR
Mr. Mark Malpass has contacted Coastal Dredging to perform this work.
ADJACENT OWNER COMMENT
No objections seen at this time. They are all participating with this proposed project.
CONCLUSION
I, Chad Kimes, as a duly Registered Professional Engineer in the State of North Carolina,
will be representing Mr. Mark Malpass during the Permit process, and will personally
oversee all of this proposed work if requested to by the owner. I am also certified in
Erosion & Sediment Control Level III -A and Level III -B ( #181, #204). If there are any
additional questions, please contact me at 910- 470 -4494.
SS
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Iti
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RECEIVED
DCM WILMINGTON, NC
moV 2x.2013

DOW
APPLICATION for
Major Development Permit
(last revised 12127/06)
North Carolina DIVISION OF COASTAL MANAGEMENT
1. Primary Applicant/ Landowner Information
Business Name
Project Name (if applicable)
N/A
Malpass Dredging
Applicant 1 First Name
MI
Last Name
Mark
T
Malpass
Applicant 2 First Name
MI
Last Name
If additional applicants, please attach an additional page(s) with names listed
Mailing Address
PO Box
City
State
176 Flamingo Lane
Phone No 2
- - ext
Sneads Ferry
NC
ZIP
Country
Phone No
FAX No
28460
us
410 - 808 - 9674 ext
-
Street Address (if different from above)
City
State
ZIP
Same
-
Email
malpie5 @comcast net
2. Agent/Contractor Information
Business Name
Chad Kimes, P E, (Engineer /Consultant)
Agent/ Contractor 1 First Name
Chad
MI
Last Name
Kimes
Agent/ Contractor 2 First Name
MI
Last Name
Mailing Address
104 Newton Road
PO Box
I I
City
Hampstead
State
NC
ZIP
28443
Phone No 1
910 -470 - 4494 ext
Phone No 2
- - ext
FAX No
Contractor #
Street Address (if different from above)
City
State
ZIP
Email
dckimes@charter net
<Form continues on back>
RECEIVED
DCM WILMINGTON, NC
NOV 2 12013
232 -803-2308 .. 1- 833-11COAST .. wimm nrrt3.astaltnana0ement.net

Form DCM MP -1 (Page 2 of 5)
APPLICATION for
Major Development Permit
3. Project Location
County (can be multiple)
Street Address
State Rd #
Onslow
176 Flamingo Lane
N/A
Subdivision Name
City
State
Zip
Charles Daniels Heirs
Sneads Ferry
NC
28460-
Phone No
Lot No (s) (if many, attach additional page with list)
N/A - - ext
6,
a In which NC river basin is the project located?
b Name of body of water nearest to proposed project
White Oak
Intercoastal Waterway
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
ICW
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
Onslow County
4. Site Description
a Total length of shoreline on the tract (ft)
b Size of entire tract (sq It )
487 40 ft
133,495 34 sf (3 06 ac)
c Size of individual lot(s)
Approximate elevation of tract above NHW (normal high water) or
See attached site plan,
_d
NWL (normal water level)
(If many lot sizes, please attach additional page with a list)
1' -15, ®NHW or ❑NWL
e Vegetation on tract
Vegetation on tract includes wetlands, yard grasses, shrubs, and trees
f Man -made features and uses now on tract
Exisitng Dock - see attached site plan
g Identify and describe the existing land uses adiacent to the proposed project site
Residential Lots
h How does local government zone the tract?
i Is the proposed project consistent with the applicable zoning?
R
(Attach zoning compliance certificate, d applicable)
®Yes ❑No ❑NA
I Is the proposed activity part of an urban waterfront redevelopment proposal? CJYes MNo
k Hasa professional archaeological assessment been done for the tract? If yes, attach a copy Yes ®No ONA
If yes, by whom?
I Is the proposed project located in a National Registered Historic District or does it involve a OYes MNo ONA
National Register listed or eligible property?
<Form continues on next page>
m (1)
on
(u) Are there coastal wetlands on the site?
(iii) if yes to either (i) or (n) above, has a delineation been conducted?
(Attach documentation, if available)
®Yes ❑No
RECEIVED
DCM WILMINGTONEKs ®No
252- 808 -2808 1- 838- 4RCOASY . www.nccoastalmanagement net

Form DCM MP -1 (Page 3 of 5)
n Describe existing wastewater treatment
Residential Septic
o Describe existing drinking water supply source
County Water- Onwasa
existing stone water management or treatment systems
N/A
APPLICATION for
Major Development Permit
5. Activities and Impacts
a Will the project be for commercial, public, or private uses DCommercial ❑Public/Govemment
®Private /Community
b Give a brief description of purpose, use, and daily operations of the project when complete
The purpose of this project is to maintenance dredge the existing shoreline channel (660'x 20') and access channel (260'x
20') so there will be 4' of water at NLW Also a walkway with dock is proposed The use of this facility is for boating Daily
operations will be boating Due to the water depths at the tie-in point, proper flushing will occur
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
There will be one excavator and one barge Once excavated, the dredged material will be barged to an approved site
Please see the attachment
d List all development activities you propose
1 Dredge the existing channels to a width of 20 feet to obtain 4' of water @ Normal Low Water
2 New dock with walkway (Vx BY walkway with a 16' x 32' dock)
e Are the proposed activities maintenance of an existing project, new work, or both? Maintenance Dredge
f What Is the approximate total disturbed land area resulting from the proposed project? 19,200 ®Sq Ft or []Acres
g Will the proposed protect encroach on any public easement, public accessway or other area ❑Yes ONo ❑NA
that the public has established use of?
h Describe location and type of existing and proposed discharges to waters of the state
NONE
i Will wastewater or stormwater be discharged into a wetland? Yes ONo DNA
If yes, will this discharged water be of the same salinity as the receiving water? ❑Yes ❑No ®NA
j Is there any mitigation proposed Yes ®No ❑NA
If yes, attach a mitigation proposal RECEIVED
DCM WILMINGTON, NC
<Form continues on back>
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) — (1) 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
252- 808 -2808 .. 1- 888- 4RCOAST . www.nccoastalmanagement.net

Form DCM MP -1 (Page 4 of 5)
APPLICATION for
Major Development Permit
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 mad 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 Mr Russell Lewis 628 Confederate Drive Sneads Ferry NC 28460
Phone No
Address
Name Mr Donald Price 215 Connie Drive Goldsboro NC 27530
Phone No
Address
Name Mr Charles Daniels, Heirs 1124 Whitecroft Drive Raleigh NC 27603
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
Cama Major 57 -97
h Signed consultant or agent authorization form, if applicable
i Wetland delineation, if necessary
I 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 11/20/13 Print Name Chad V
Signature
Please indicate application attachments pertaining to your proposed project
®DCM MP -2 Excavation and Fill Information []DCM MP -5 Bridges and Culverts
pDCM MP -3 Upland Development
®DCM MP-4 Structures Information
RECEIVED
DCM WILMINGTON, NC
NOV 21 2013
252 - 808 -2808 1- 888- 4RCOAST . www nccoastalmanagement.net

Form DCM MP -2
EXCAVATION and FILL
(Except for bridges and culverts)
Attach this form to Joint Application for CAMA Major Permit, Form DCM MP -1 Be sure to complete all other sections of the Joint
Application that relate to this proposed project Please include all supplemental information
Describe below the purpose of proposed excavation and/or fill activities. All values should be given in feet
1. EXCAVATION
a Amount of material to be excavated from below NHW or N n
cubic yards
m't I
c p) Does the area to be excavated include coastal wetlands/ h
(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
(it) Describe the purpose of the excavation in these areas
2. DISPOSAL OF EXCAVATED MATERIAL
a Location of disposal area
On site Once dry, will be used for backfill See attached
Plan Sheet
c (i) Do you claim title to disposal area?
®Yes ❑No ❑NA
(it) If no, attach a letter granting permission from the owner
e (i) Does the disposal area include any coastal wetlandstmarsh
(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
(u) Describe the purpose of disposal in these areas
❑This section not applicable
material to be
excavation in cubic yards
N/A
❑This section not applicable
Dimensions of disposal area
200x130x215x50
d (i) Will a disposal area be available for future maintenance?
❑Yes ®No ❑NA
(it) If yes, where?
f (Q Does the disposal include any area in the water?
❑Yes ®No ❑NA
(u) If yes, how much water area is affected?
RECEIVED
DCM WILMINGTON, NC
NOV 21 2013
252 -808 -2808 :: 1-888 -4RCOA aT :: www.nccoastaimana_qement.net revised: 12/26/06
Access
Other
Channel
(NLW or
Canal
Boat Basin
Boat Ramp
Rock Groin
Rock
Breakwater
(excluding
shoreline
NWL )
stabilization
Length
920
40
Width
20
20
Avg. Existing
-1 5 NLW
-1 5 NLW
NA
NA
Depth
Final Project
-4 0 NLW
-4 0 NLW
NA
NA
Depth
1. EXCAVATION
a Amount of material to be excavated from below NHW or N n
cubic yards
m't I
c p) Does the area to be excavated include coastal wetlands/ h
(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
(it) Describe the purpose of the excavation in these areas
2. DISPOSAL OF EXCAVATED MATERIAL
a Location of disposal area
On site Once dry, will be used for backfill See attached
Plan Sheet
c (i) Do you claim title to disposal area?
®Yes ❑No ❑NA
(it) If no, attach a letter granting permission from the owner
e (i) Does the disposal area include any coastal wetlandstmarsh
(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
(u) Describe the purpose of disposal in these areas
❑This section not applicable
material to be
excavation in cubic yards
N/A
❑This section not applicable
Dimensions of disposal area
200x130x215x50
d (i) Will a disposal area be available for future maintenance?
❑Yes ®No ❑NA
(it) If yes, where?
f (Q Does the disposal include any area in the water?
❑Yes ®No ❑NA
(u) If yes, how much water area is affected?
RECEIVED
DCM WILMINGTON, NC
NOV 21 2013
252 -808 -2808 :: 1-888 -4RCOA aT :: www.nccoastaimana_qement.net revised: 12/26/06

Form ®CM MP-2 (Excavation and Fill, Page 2 of 2)
3. SHORELINE STABILIZATION ®This section not applicable
(If development is a wood groin, use MP-4 — Structures)
a Type of shoreline stabilization b Length
❑Bulkhead ❑Riprap ❑Breakwater /Sill ❑Other Width
c Average distance waterward of NHW or NWL d Maximum 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 backfiil Riprap
Breakwater /Sill Other
I Source of fill material
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 FILL ACTIVITIES ®This section not applicable
(Excluding Shoreline Stabilization)
I (i) Will fill material be brought to the site? OYes No ONA b (i) Will fill material be placed in coastal wetlands /marsh (CW),
If yes,
(n) Amount of material to be placed in the water
(m) Dimensions of fill area
(iv) Purpose of fill
5. GENERAL
a How will excavated or fill material be kept on site and erosion
controlled?
Silt Fence, graded, seeding
C (i) Will navigational aids be required as a result of the project?
❑Yes ®No ❑NA
(n) If yes, explain what type and how they will be implemented
11/20/13
Date
Malpass Dredging
Project Name
Chad Kimes, PE
plicant Name
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
(n) Describe the purpose of the fill in these areas
equ
backhoe, or hydraulic dre
Excavator, Barge, Bobcat
9.
d (i) Will wetlands be crossed in transporting equipment to project
site? []Yes ®No []NA
(n) If yes, explain steps that will be taken to avoid or minimize
environmental impacts
RECEIVED
DCM WILMINGTON, NC
NoV 21 2013
252 -808 -2808 :.- 1- 888- 4RCOAST •: www.nccoastaimanagement.net revised: 12/26/06

Forrtl>t 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 [I This section not applicable
a (i) Is the docking faality /manna b (i) Will the facility be open to the general public?
❑Commercial ❑PublictGovemment OPnvate/Community ❑Yes SNo
c (i) Dock(s) and/or pier(s)
d (i) Are Finger Piers included? ❑Yes SNo
(n) Number 1
If yes
(iii) Length 80' Pier and
(u) Number
(v) Width 6' Pier and 16' x32' Dock
(iii) Length
(v) Floating ❑Yes SNo
(w) Width
(v) Floating ❑Yes ❑No
e (i) Are Platforms included? SYes ❑No
f (i) Are Boatlifts included? ❑Yes SNo
If yes
If yes
(ii) Number 1
(ii) Number
(iii) Length 32
(iu) Length
(rv) Width 16
(iv) Width
(v) Floating ❑Yes SNo
Note Roofed areas are calculated from dnpbne dimensions
g (i) Number of slips proposed
h Check all the types of services to be provided
1
❑ Full service, including travel lift and/or rail, repair or
(ii) Number of slips existing
maintenance service
2
❑ Dockage, fuel, and marine supplies
S Dockage ( wet slips ") only, number of slips 1
❑ Dry storage, number of boats
C Boat ramp(s), number of boat ramps _
❑ Other, please describe
i Check the proposed type of siting
❑ Land cut and access channel
SOpen water, dredging for basin and /or channel
❑Open water, no dredging required
❑Other, please describe
k Typical boat length 14' -30'
m (i) Will the facility have tie pilings?
❑Yes SNo
(ii) If yes number of tie pilings?
I Describe the typical boats to be served (e g, open runabout,
charter boats, sad boats, mixed types)
Open runabout
(i) Will the facility be open to the general public?
❑Yes No
RECEIVED
DCM WILMINGTON, NC
Nov 21 2013
2. DOCKING FACIUMMAR /NA OPERATIONS ®This section not applicable
252.808 -2808 :: 1- 886.4RCOAST :: www.nccoastaimanaglemgnt_net revised: 12/27/06

Form DCM MP -4 (Structures, Page 2 of 4)
a Check each of the following sanitary facilities that will be included in the proposed project
O Office Toilets
❑ Toilets for patrons, Number , Location
O Showers
O Boathoktmg tank pumpout, Give type and location
b Descnbe 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 (Q Give the location and number of 'No Sewage Discharge' signs proposed
(n) 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
I What will be the manna 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 manna, what types of services are currently provided?
m Is the mannaldocking facility proposed within a primary or secondary nursery area?
[]Yes []No
n Is the manna/docking faulty 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
OCw OSAV OSB RECEIVED
OWL []None DCM WILMINGTON, NC
Nov 2 12013
252- 808 -2808 :: 1- 888- 4RCOAST -: www.nccoastaimanaqie,Meq_t.net revised: 12/27/06

Form CCM MP -4 (Structures, Page 3 of 4)
p Is the proposed manna/docking facility located within or within close proximity to any shellfish leases? ❑Yes ❑No
If yes, give the name and address of the leaseholder(s), and give the proximity to the lease
3. BOATHOUSE (including covered lifts) ®This section not applicable
a (i) Is the boathouse structure(s)
❑Commercial OPublictGovemment OPmrate/Community
(ii) Number
(iii) Length
(iv) Width
Note Roofed areas are calculated from dnplme dimensions
4. GROIN (e g, wood, sheetprle, etc If a rock groin, use MP -2, Excavabon and Fill) ® This section not applicable
a (i) Number
(u) Length
(iii) Width
5. BREAKWATER (e g., wood, sheetprle, 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 ®Thrs section not applicable
a Is the structure(s)
OCommercial ❑Public/Govemment ❑Pnvate /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
a Proximity of structure(s) to adjacent riparian property lines
50' to Mr Daniels (North)
380' to Mr Daniels (South)
b Number
d Description of buoy (color, Inscription, size, anchor, etc )
b Proximity of structure(s) to adjacent docking facilities
200' to Mr Price
Note For buoy or mooring piling, use arc of swing Including length
of vessel
c Width of water body d Water depth at waterward end of structure at NLW or NWL
135' 4 0 NLW
e (i) Will navigational aids be required as a result of the project?
❑Yes ®No ❑NA
(u) If yes, explain what type and how they will be implemented
RECEIVED
DCM WILMINGTON, NC
NOV 212013
8. OTHER
®Thrs section not applicable
252- 808 -2808 :: 1- 888- 4RCOAST •: %wNw nccoasta1manaA ement.net revised: 12/27/06

Forth DCM MP -4 (Structures, Page 4 of 4)
complete description
11/14/13
Date
Malpass Dredging
Project Name
Chad limes, PE
P .±
phcant N e
A
P
phcan ignature
rr
is
RECEIVED
DCM WILMINGTON, NC
NOV .9, 12013
252 - 808 -2808 •: 1- 888- 4RCOAST .: www.nccoastalmanagement,net revised: 12/27/06

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