20141242 Ver 1_CAMA Application_20141203

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20341242
MCDENR
North Carolina Department of Environment and Natural Resources
Pat McCrory
Governor
December 2, 2014
Division of Coastal Management
MEMORANDUM
TO Karen Higgins
401 Oversight
DEMLR - Surface Water Protection
John E Skvarla, III
Secretary
a ��1
DEC 0 3 2014
DENR - WATER REWuF(t , ..Q
401 & BUFFER PERMV 'Tf
FROM Jonathan Howell, NC DENR -DCM Assistant Mayor Permits Coordinator
400 Commerce Avenue, Morehead City, NC 28557 (Courier 11- 12 -09)
SUBJECT CAMA / Dredge & Fill Application Review
Applicant: Ttereve Enterprises, d.b.a. Ttereve Enterprises Marina
Project Location: 120 Halls Point Rd, adjacent to New River, In Sneads Ferry, Onslow County
Proposed Project: to construct a 924 If bulkhead, Install a boat ramp, reconfigure the existing docking
facility and perform maintenance dredging of the existing manna basin
Please indicate below your agency's position or viewpoint on the proposed project and
return this form to Jonathan Howell at the address above by December 26, 2014.
If you have any questions regarding the proposed project, contact Jason Dail at (910)796 -7221
when appropriate, in depth comments with supporting data is requested
REPLY: This agency has no objection to the project as proposed
SIGNED
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
DATE
N C Division of Coastal Management
127 Cardinal Drive Ext Wilmington NC 28405
Phone 910 - 796 -7215 \ FAX 910 - 395 -3964 Internet www nccoastalmanagement net
An Equal Opportunity \ Affirmative Action Employer

DIVISION OF COASTAL MANAGEMENT
FIELD INVESTIGATION REPORT
APPLICANT'S NAME Ttereve Enterprises, d b a Ttereve Enterprise Marina
2 LOCATION OF PROJECT SITE 120 Halls Point Road, adjacent to New River, in Sneads Ferry,
Onslow County
Photo Index - 2006 27 -6619, N -O, 17 -19 2000: 27 -378, L -M, 15- 171995: 27 -365, L -M, 12 -14
State Plane Coordinates - X 2487393 Y 299833
Latitude: 34 033'46 45 "N Longitude: 77 022'52 01"W
3 INVESTIGATION TYPE CAMA/D &F ROVER FILE # N-1 10614A
4 INVESTIGATIVE PROCEDURE Dates of Site Visit — 11/6/14
Was Applicant Present — No
5 PROCESSING PROCEDURE Application Received — 10/22/14, Complete — 11/18/14
Office - Wilmington
6 SITE DESCRIPTION
(A) Local Land Use Plan — Onslow County
Land Classification From LUP - Community Growth Area /Conservation
(B) AEC(s) Involved EW, PTA, ES
(C) Water Dependent Yes
(D) Intended Use Commercial
(E) Wastewater Treatment: Existing — County Sewer
Planned - N/A
(F) Type of Structures Existing — Marina facility (former seafood house), floating docks and
bulkhead (partially dilapidated)
Planned — New vinyl bulkhead, reconfiguration of existing docking
facilities and boat ramp Additionally, the applicant proposes to perform
maintenance excavation within the footprint of the existing marina
Source - N/A
(G) Estimated Annual Rate of Erosion N/A Source — N/A
7 HABITAT DESCRIPTION
[AREA]
DREDGED FILLED OTHER
(A) Coastal Wetlands
(B) Open water
29,880 sq ft
450 sq ft
6,136 sq ft
boat ram
shaded
(C) Other (Highground)
23,604 sq ft
16,632 sq ft
(Spoil Disposal)
(Bulkhead)
(D) Total Area Disturbed 59,620 sq ft (1 368 acres) (dredging, spoil dep and shaded impacts)
(E) Primary Nursery Area No
(F) Water Classification SA Open No
8. PROJECT SUMMARY: The applicant proposes to construct 924 linear feet of vinyl bulkhead along the
peninsula, install a boat ramp, reconfigure the existing docking facility and conduct maintenance
dredging within the existing marina basin

Ttereve Enterprises
Page 2
9 PROJECT DESCRIPTION-
The project site is located at 120 Halls Point Road, adjacent to New River, in Sneads Ferry, Onslow
County To locate the project site from the WiRO take US -17 N for approximately 29 miles and turn right
on NC -172 Travel approximately 7 miles and turn right onto Wheeler Creek Road Travel along
Wheeler Creek Road for approximately 1 mile and turn left onto Halls Point Road The project site will
be located on the left hand side of the road, directly behind Riverview Cafe The property is surrounded
by both residential and commercial development
The property is adjacent to New River to the north and residential properties to the east and west
Riverview Cafe borders the property to the south The highground portion of the property is developed
and consists of a seafood house, formerly known as "Everett's Seafood" The shoreline is stabilized
partially by an old wooden bulkhead and the peninsula portion of the property is stabilized by rip -rap
and /or concrete rubble Existing water dependent structures include a series of both fixed and floating
docks The existing seafood house appears to be partially located above the normal high water line,
however, it is difficult to determine how far back normal high water extends At the very least, the
waterward portion of the property is over high water Upland vegetation consists of sparse lawn grass
and almost the entire lot is gravel and /or concrete The property is approximately 1 59 acres in size and
has an average elevation of approximately 4 feet above mean sea level The entire project site has
approximately 1,125 linear feet of shoreline frontage, most of which is stabilized by an aging bulkhead
and /or concrete rubble The site's permit history from DCM and the Corp of Engineers is minimal Our
only permit records for this site are from the year 1999 and only include maintenance dredging (General
Permit No 19836) within the marina basin It is uncertain whether any permit records lie with Onslow
County As evident by the prior statements, the original marina property was developed prior to CAMA
regulations The property currently provides dockage for less than 25 slips, however, according to the
May 13, 2014 pre - application meeting, the Division of Shellfish Sanitation stated that the marina could
be expanded to accommodate approximately 50 vessels and /or slips
The Onslow County Land Use Plan classifies the adjacent waters and high ground area as Community
Growth Area and the water portions as Conservation There are no known archaeological sites located
in the project vicinity The waters of New River are classified SA by the Division of Water Quality They
are NOT designated as a Primary Nursery Area (PNA) by the N C Division of Marine Fisheries and they
are CLOSED to the harvest of shellfish
10. PROPOSED PROJECT:
The applicant proposes to construct approximately 924 linear feet of vinyl bulkhead along the peninsula
and western most property line, add a new boat ramp, install a new docking system and perform
maintenance dredging within the existing marina basin
As proposed, approximately 40' of new bulkhead would be installed and tie into the existing bulkhead
located along the western side of the property The new bulkhead would be required to accommodate
the new 15'x 35' boat ramp, which would be constructed along the western side of the existing fish
house /building Two "wing walls" would secure the shoreline around the perimeter of the ramp and
would span approximately 20 foot toward the high ground, and approximately 20' into the water This
portion of bulkhead would tie into the western corner of the existing building /fish house
Further towards the eastern property boundary, the applicant proposes to install another new section of
bulkhead Beginning at the existing wall, in the southeast corner of the marina basin, the applicant
proposes to begin the installation of approximately 883' of bulkhead The wall would span toward the
east and wrap around the entire peninsula, ultimately terminating along the eastern property line As
designed, the new wall would be located landward of both the normal high water line and the upper
limits of coastal wetlands
Ttereve Enterprises

Page 3
In addition to the bulkhead, a new series of floating docks would be constructed within the existing
marina basin As stated by the applicant, the existing docks associated with the marina would be
removed prior to any new construction In total, three (3) new spines would be installed (of varying
sizes) along with twenty -seven (27) new finger docks Working west to east in the marina basin, the
applicant proposes to install "dock 1 ", which consists of a 6' x 138' long spine Dock 1 would extend
toward the north, from the area immediately adjacent to the proposed boat ramp, and turn and continue
to the east, via a 6'x 124' floating dock (Dock 2) Approximately eight (8) finger piers would extend from
Dock 2, in both a north /south orientation Each finger dock associated with Dock 2 would measure 5'x
30'
Continuing east, along the northern side of the building, the applicant proposes to install Dock 3, which
consists of a 6' x 64' access pier This pier would provide access to four (4) floating finger piers, each
measuring 5'x 30' that would run north to south Further south of these docks, the applicant proposes to
install six (6) new finger piers that would connect directly to the existing bulkhead These docks would
be comprised of two floating finger piers, each measuring 5' x 30', and four floating structures, each
measuring 5' x 20' Further east, along the peninsula, the applicant proposes to install eight (8) new 5'x
30' finger docks that would extend from the new bulkhead towards the west
As designed the proposed docking configuration would be located approximately 100' from the northern
"shellfish boundary" and approximately 150' from the western "shellfish boundary" The Division
understands these setback determinations were instituted to alleviate the Shellfish Sanitation's
concerns over the proximity of the proposed facility to open shellfishing waters
Lastly, the applicant proposes to maintenance dredge the existing marina basin As proposed, five (5)
areas would be targeted for dredging and would include the areas along the western property line and
the entrance channel For a detailed depiction of the dredge footprints, please refer to sheet 1 of 3,
dated 11/17/2014, of the application package Approximately 29,050 cubic yards of material would be
unearthed from the existing marina Water depths in the vicinity of the project range from approximately
-1 5' at NLW to -4 6' at NLW The applicant intends to excavate the highlighted areas to a depth of
approximately -5 0' (at NLW) to confirm with the existing entrance channel depths As stated, any /all
dredge material would be staged a minimum of 30' from the NHW line, with the majority being used to
backfill the bulkhead along the peninsula once it has been dewatered Any remaining material would be
stored on high ground and spread throughout the site once it settled
11. ANTICIPATED IMPACTS:
The proposed new vinyl bulkhead would result in the disturbance of approximately 16,632 sq ft of high
ground Minor increases in turbidity should be expected during construction The proposed floating docks
would incorporate approximately 6,136 sq ft of open water within the applicant's area of riparian access
and within % of the width of the waterbody The proposed maintenance dredging would disturb
approximately 29,050 sq ft of previously excavated shallow bottom area Approximately 23,604 sq ft of
high ground would be filled as a result of spoil deposition and bulkhead construction As designed, no new
high ground development, with exception of the bulkhead and boat ramp, would be located within neither
the 75 ft Estuarine Shoreline Area nor the Estuarine Shoreline 30 ft buffer The proposed maintenance
excavation within the existing boat basin is in the same footprint as previously authorized, based on the
general permit 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: Jason Dail Date: 11/26/14 Office: Wilmington

ikA

Chad Kimes, PE
104 Newton Road
Hampstead, NC 28443
910- 470 -4494
del, irnevi chaitei net
October 13, 2014
NARRATIVE
For
T"lt'EREVE Marina (Formerly Everett's Marina) / Tim Lanier
SCOPE
A scoping meeting on the proposed project was held on May 13, 2014. Based on this
scoping meeting, TTERVE Enterprises (Applicant Mr. Tim Lanier) is requesting to
construct the following:
Maintenance dredge the existing basin as shown in the attached aerial to -5 NLW.
Approximate dredge material will be 2500 cubic yards. The connecting channel to
the river has a minimum of -5 NLW. This will allow proper flushing of the basin.
This dredging is considered maintenance due to the various dredging for the
established Marina in the past 60 years.
2. Reconfigure existing docking to comply with Shellfish Sanitation Policies as
discussed at the Scoping meeting. In order to accommodate 50 slips, the proposed
plans will meet the requirement of the 150' offset from the nearest shellfish lease.
This has been depicted in the attached plans. Due to this offset, the docks are as
follow:
1. Remove existing "L" Dock.
2. Remove existing 195' main dock.
3. Existing North Pier will remain to assist with boat ramp
4. New Proposed 6'x 138' main floating dock with attached 6' x 124' floating
dock. These will have (8) 5'x 30' floating piers. (Slip 35 -50)
5 New Proposed 6' x 64' dock with (4) 5'x 30' piers. All fixed. (Slips 1 -8)
6. New Proposed (11) 5'x 30' Fixed Dock along bulkhead. (Slips 9 -12, 19 -34)
7. New Proposed (4) 5'x 20' Fixed Dock along bulkhead (Slips 13 -18)
All docking will be for vessels 35' and under. All slips will be built to
accommodate mechanical lifts if the owner requests them. Tie pilings are also
included in this layout.
Since the 1940's, this existing Marina has been owned and operated by the
Everett family. The traditional use of the Marina was for commercial fishing.
Typical recent use has been 30'- 50'shrimp trawlers, which have routinely stacked
up to 3 wide parallel to these docks as shown in many aerials. There are not any
plans for any docking of shrimp trawlers in the future. These proposed plans will
provide residents in the area a much needed opportunity for a docking facility. RECEIVED
DCM WILMINGTON, NC
c,`T 2 2 2014

Page 2 (Scope Continue)
3. Approximately 924 linear feet of new bulkhead. The bulkhead will be placed at
the proposed boat ramp and around the peninsula. As noted on aerials and
attached pictures, this peninsula has eroded over time. The proposed bulkhead on
the peninsula will be staked prior to construction. We are requesting CAMA to
approve the location once the proposed bulkhead has been staked. Our plans are
showing the proposed bulkhead to run on average to what was originally built to
the existing NHW line on the Northern and Eastern side of the peninsula. Once
the dredged material has dried, the majority of the spoil material will be used to
backfill the new bulkhead and peninsula.
4. Proposed 15' x 35' concrete boat ramp with a 15' x 15' concrete approach. The
grade on the boat ramp will be approximately 22 %. The existing area where the
boat ramp will be placed is considered impervious due to the several inches of
stone base for the existing drive in this area.
DISPOSAL SITE
The dredged material will be placed on site as shown on the plans. The area is
approximately 14,214 square feet Once the dredged material has had an opportunity to
dry and if the material is deemed suitable by the Engineer, the Owner is requesting to
backfill the proposed bulkhead with this material. No fill will be placed within 30' of
coastal wetlands Under this request, there will not be any impacts to wetlands. The
majority of the dredging can be performed on land and the remaining by barge and
excavator. All material will be protected by silt fence. Once the material has been placed,
seeding and mulching will occur within 15 calendar days.
ENVIRONMENTAL IMPACTS
DREDGING: Existing basin has been maintained over the years. All dredging will
be performed to ensure proper flushing.
A. SAV's
An SAV survey was performed on May 17, 2014 and on May 31, 2014 by Darian
Chad Kimes, PE, Engineering Services. The SAV survey was performed at low
tide and the water clarity was approximately 2' in depth SAV's were not present
inside the area of the proposed dredging area. SAV's were not established in the
RECEIVED
DCM WILMINGTON, NC
f!19V I A MIA

Page 3 (SAV's Continue)
existing channel to the River due to the depth. Due to the clarity issue, a second
SAV was performed on May 31, 2014. The clarity was approximately 3' feet on
this date. The results were the same that SAV's were not located inside the project
limits.
Therefore, there are no anticipated impacts to SAV's with this proposed
project.
A. Shellfish
I do not anticipate any impacts to shellfish.
B. Wetlands
- - - - -- I do not anticipate any impacts to wetlands with dredging. All dredging will be a
minimum of 5' from any wetlands.
C. Indian Manatee
Guidelines for Avoiding Impacts to the West Indian Manatee are attached to this
proposal.
CONTRACTOR
Mr. Tim Lanier will be performing most of this work. The owner has also contacted
Coastal Dredging to possibly perform some of this work. \\\\`� I I ► �/
\�` CAR04/ ',i
ADJACENT OWNER COMMENT _ �°••o`` �"s�'.
•� set,"-
No objections seen at this time.
J - o e � \
CONCLUSION 'D I I I3 � ' 7
I Chad Kimes as a duly g g Registered Professional Engineer in the State of North
Carolina, will be representing Mr. Tim Lanier and the Everett family during the Permit
process, and will personally oversee all of this proposed work if requested to by the RECEIVED
owner. I am also certified in Erosion & Sediment Control Level III -A and Level UPAWILMINGTON, NC
(#181,#204). If there are any additional questions, please contact meat 910-470-449.4, 131

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DCM WILMINGTON NC
NOV 18 2014
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DCM WILMINGTON NC
NOV 18 2014

s �= � Ij
1,01, LIMA IN 0
(last revised 12127/06)
6_j
North Carolina DIVISION OF COASTAL MANAGEMENT
9. Primary Applicant/ Landowner Information
Business Name
Project Name (if applicable)
Ttereve Enterprises (Formerly Everetts Marina)
Ttereve Enterprises Marina
Last Name
Kimes
Applicant 1 First Name
MI
Last Name
Mailing Address
104 Newton Road
Tim
PO Box
I I
Lanier
State
NC
Applicant 2 First Name
MI
Last Name
Phone No 2
- - ext
If additional applicants, please attach an additional page(s) with names listed
Contractor #
Mailing Address
PO Box
City
State
State
1302
Sneads Ferry
NC
ZIP
Country
Phone No
FAX No
28460
us
910 - 340 - 3394 ext
-
-
Street Address (if different from above)
City
State
ZIP
120 Halls Point Road
Sneads Ferry
NC
28460 -
Email
Lanier _grading @charter net
a. 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 IAJILMINGTON,
252 - 603 -2808 . 1 -888 411COAST

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
120 Halls Point Road
N/A
Subdivision Name
Size of individual lot(s)
State
Zip
TTEREVE Enterprises
Sneads Ferry
NC
I
28460-
Phone No
Lot No (s) (if many, attach additional page with list)
N/A - - ext
6, 1 1 ,
a In which NC river basin is the project locatedl
b Name of body of water nearest to proposed project
White Oak
New 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
New River
e is proposed work within city limits or planning jurisdiction?
f If applicable, list the planning jurisdiction or city limit the proposed
®Yes ❑No
work falls within
Onslow County
4. Site Description
a
Total length of shoreline on the tract (ft)
b Size of entire tract (sq ft )
1125 ft
69,260 sf (1 59 Acres)
c
Size of individual lot(s)
d Approximate elevation of tract above NHW (normal high water) or
See attached site plan,
NWL (normal water level)
(If many lot sizes, please attach additional page with a list)
1' -10, ®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 Marina - see attached site plan
g
Identify and describe the existing land uses adjacent to the proposed project site
Residential Lots, Restaurant
h
How does local government zone the tract?
i Is the proposed project consistent with the applicable zoning?
Cg
(Attach zoning compliance certificate, if applicable)
®Yes ❑No i]NA
j
Is the proposed activity part of an urban waterfront redevelopment proposal? Yes NNo
k
Has a 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 d involve a IJYes ®No ONA
National Register listed or eligible property?
<Forrn continues on next page>
m (i) Are there wetlands on the site? SYes No
(n) Are there coastal wetlands on the site? ®Yes []No
(u) If yes to either (i) or (U) above, has a delineation been conducted? []Yes ®No
(Attach documentation, if available)
RECEIVED
DCM WILMINGTON, NC
252-808-2808 1- 88€3 -4@' COAST ., www.nccaastaI management.net OCT

Form DCM MP -1 (Page 3 of 5)
n Describe existing wastewater treatment facilities
None
o Describe existing drinking water supply source
County Water- Onwasa
p Describe existing storm 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 use? ®Commercial CIPublictGovernment
❑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 marine basin in order to maintain 5' of water at NLW The
second priority is to stabalize the entire shoreline with a bulkhead The third priority is a re- design of the docking facilities to
accomadate 50 boat slips The fourth priority is to place a concrete boat ramp The use of this facility is for boating /docking
Daily operations will be boating/docking boating/docking 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 placed on site until the material is
dry enough to use for backfill on the proposed bulkhead Once dredged and the bulkhead is built, the constuction of the boat
slips can begin The boat ramp will be built during the dock construction
d
List all development activities you propose
1 Dredge (apx 2500 cy) the existing basin to to obtain 5' of water @ Normal Low Water
2 (50) New docks with fingerpiers and lifts
3 Extend bulkhead (924') to protect shoreline property
4 Concrete Boat Ramp (15'x35')
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? 23,604 ®Sq Ft or OAcres
g
Will the proposed project encroach on any public easement, public accessway or other area []Yes ®No ONA
that the public has established use of?
h
Describe location and type of existing and proposed discharges to waters of the state
NONE
i
Will wastewater or stormwater be discharged into a wetland? OYes UNo ONA
If yes, will this discharged water be of the same salinity as the receiving water? ❑Yes ONo [DNA
I
Is there any mitigation proposed? OYes ®No ONA
If yes, attach a mitigation proposal
<Form continues on backa
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) — (0 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 REGE
c A site or location map that is sufficiently detailed to guide agency personnel unfamiliar with the area to the site DCM Wllw AJN1(=T
f`:tly d� V &U,
p�® rat9S 1- 883- 4RCOAST :. ww .n ;coaftallr,'Ianage me'lt.net
)N N

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 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 Melba McKeever PO Box 55 Sandy Spring MD 20860
Phone No
Address
Name Charlotte Dexter 701 Edgewater Club Road Wimington NC 28405
Phone No
Address
Name
Phone No
Address
g A list of previous state or federal permits issued for work on the project tract Include permit numbers, permittee, and issuing dates
19836D
Various Exemptions from Storms
h Signed consultant or agent authorization form, if applicable
i Wetland delineation, if necessary
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
1 % Certification and Permission to Enter on Land
I understand that any permit issued in response to this application wil 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 10 -13 -14 Print Name Chad Kimes, PE
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 RECEIVED
DCM WILMINGTON, NC
252 - 808 -2808 ., 1- 888- ARCOAST www.nccoastaimanagement.net OCT 2220%

Form DCM INP-2
�" f�3
'` �A r✓,y F3g ? �,f'"`s wP;y' i `fit �: k�iw, -i'�U 's4 t, �n tip
(Except for bridges and ca8verts)
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.
9. EXCAVATION
a Amount of material to be excavated from below NHW or NWL in
cubic yards
2500 cy NWL
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
(n) 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 for bulkhead See
attached Plan Sheet
C (i) Do you claim title to disposal area?
®Yes ❑No ❑NA
(n) If no, attach a letter granting permission from the owner
e (i) Does the disposal area include any coastal wetlands/marsh
(CW), submerged aquatic vegetation (SAV), shell bottom (SB),
or other wetlands (WL)'? If any boxes are checked, provide the
number of square feet affected
❑CW []SAV EISB
OWL ®None
(n) Describe the purpose of disposal in these areas
❑This section not applicable
b Type of material to
Sand /Mud
d High- ground excavation in cubic yards
N/A
[I This section not applicable
b Dimensions of disposal area
14,214 sf Area and 9390 sf ( Backfll Bulkhead 939'x10')
Total= 23,604 sf
d (i) Will a disposal area be available for future maintenance?
❑Yes ®No ❑NA
(n) If yes, where?
f (i) Does the disposal include any area in the water?
❑Yes ®No ❑NA
(n) If yes, how much water area is affected?
RECEIVED
DCM WILMINGTON, NC
I'!011/ 12 2014
252 -808 -2808 -. 1- £88- 4RCOAST m vsvw.nccoastaCea anagemen'tne= revised. 12 /26103
Access
Other
Channel
(NLW or
Canal
Boat Basin
Boat Ramp
Rock Groin
Rock
Breakwater
(excluding
shoreline
NWL )
stabilization
Length
29,050 sf
35
Width
varies- see
15
plans
Avg. Existing
-15-5 0 NLW
-15-2 5 NLW
NA
NA
Depth
Final Project
-5 0 NLW
-5 0 NLW
NA
NA
Depth
9. EXCAVATION
a Amount of material to be excavated from below NHW or NWL in
cubic yards
2500 cy NWL
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
(n) 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 for bulkhead See
attached Plan Sheet
C (i) Do you claim title to disposal area?
®Yes ❑No ❑NA
(n) If no, attach a letter granting permission from the owner
e (i) Does the disposal area include any coastal wetlands/marsh
(CW), submerged aquatic vegetation (SAV), shell bottom (SB),
or other wetlands (WL)'? If any boxes are checked, provide the
number of square feet affected
❑CW []SAV EISB
OWL ®None
(n) Describe the purpose of disposal in these areas
❑This section not applicable
b Type of material to
Sand /Mud
d High- ground excavation in cubic yards
N/A
[I This section not applicable
b Dimensions of disposal area
14,214 sf Area and 9390 sf ( Backfll Bulkhead 939'x10')
Total= 23,604 sf
d (i) Will a disposal area be available for future maintenance?
❑Yes ®No ❑NA
(n) If yes, where?
f (i) Does the disposal include any area in the water?
❑Yes ®No ❑NA
(n) If yes, how much water area is affected?
RECEIVED
DCM WILMINGTON, NC
I'!011/ 12 2014
252 -808 -2808 -. 1- £88- 4RCOAST m vsvw.nccoastaCea anagemen'tne= revised. 12 /26103

Form DCMI PtiuPm2 (Excauation a rd F5H, 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 924
®Bulkhead ❑ Riprap ❑Breakwater /Sill ❑Other Width 1'
c Average distance waterward of NHW or NWL U NHW AVERAGE d Maximum distance waterward of NHW or NWL Will be staked for
approval
e Type of stabilization material f (i) Has there been shoreline erosion during preceding 12
Wood or Vinyl depending on costs months?
®Yes ®No ❑NA
(ir) If yes, state amount of erosion and source of erosion amount
information
Original tie backs are in the water Slow erosion
g Number of square feet of fill to be placed below water level h Type of fill material
Bulkhead backfill N/A Riprap Dewatered Spoil Material
Breakwater /Sill Other
I Source of fill material
4. OTHER FILL ACTT HIES ®This section not applicable
(Excluding Shoreline Stabilization)
a (i) Will fill material be brought to the site? IFIYes 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
(m) Dimensions of fill area
(iv) Purpose of fill
submerged aquatic vegetation (5AV), shell bottom (56), 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 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)?
Silt Fence, graded, seeding Excavator, Barge, Bobcat
c (i) Will navigational aids be required as a result of the project? d
❑Yes ®No ❑NA
(ii) If yes, explain what type and how they will be implemented
(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
10 -13 -14
plicant
Date
Ttereve Marina
phcant
Project Name
Chad Kimes, PE RECEIVED
DCM WILMINGTON, NC
mny 1, 9 W4
252 - 808 -2808 :: 1- 888- 4RCOAST :: vvww aiccoastalmanagement net revised- 12/26105

vA -1 55P
(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
'. ®OCKJNG FACILITYWARINA CHARACTERISTICS ❑This section not applicable
a (i) Is the docking facility /manna b (i) Will the facility be open to the general public?
®Commercial ❑Pubiic/Govemment ❑Pnvate /Commundy ®Yes ❑No
c (i) Dock(s) and /or pier(s)
d (i) Are Finger Piers included? ®Yes ®No
(n) Number 3
If yes
(m) Length 138'. 124'. and 64'
(n) Number 23. and 4
(iv) Width 6' Each
(m) Length 30'. and 20'
(v) Floating ®Yes ®No
(iv) Width 5' for all
(v) Floating ®Yes ®No
e (Q Are Platforms included? ❑Yes ®No
f (i) Are Boatlifts included? ®Yes ❑No
If yes
If yes
(n) Number
(n) Number Up to 50
(m) Length
(ni) Length Up to 30'
(iv) Width
(iv) Width Up to 12'
(v) Floating []Yes ❑No
Note Roofed areas are calculated from dnpline dimensions
g (i) Number of slips proposed
h Check all the types of services to be provided
50
❑ Full service, including travel lift and /or rail, repair or
(n) Number of slips existing
maintenance service
❑ Dockage, fuel, and marine supplies
Apx 25
® Dockage ( "wet slips ") only, number of slips 50
❑ Dry storage, number of boats
® Boat ramp(s), number of boat ramps 1
❑ Other, please describe
Wet Slips with Lifts
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 14' -36"
m (i) Will the facility have tie pilings?
®Yes ❑No
(n) If yes number of be pilings?
25
Describe the typical boats to be served (e g , open runabout,
charter boats, sad boats, mixed types)
Open runabout possible charters, fishing vessels
I (i) Will the facility be open to the general public?
®Yes ❑No
a. ®OCKJNG FACILITY /FARINA OPERATIONS ❑This section not applicable
RECEIVED
DCM WILMING rON, NC
UL r �a
252-808-2808 o 1- 388- 4RCOAST ny uvrvvv flCe0a Stag Manage M Grit -net revased, 1 2/ 6

a Check each of the following sanitary facilities that will be included in the proposed project
❑ Office Toilets
❑ Toilets for patrons, Number , Location
❑ Showers
❑ Boathoidmg tank pumpout, Give type and location
b Describe treatment type and disposal location for all sanitary wastewater
N/A
c Describe the disposal of solid waste, fish offal and trash
N/A
d How will overboard discharge of sewage from boats be controlled?
N/A
e (i) Give the location and number of "No Sewage Discharge" signs proposed
N/A
() Give the location and number of " Pumpout Available" signs proposed
N/A
f Describe the special design, if applicable, for containing industrial type pollutants, such as paint, sandblasting waste and petroleum products
N/A
g Where will residue from vessel maintenance be disposed of?
N/A
h Give the number of channel markers and "No Wake" signs proposed N/A
i Give the location of fuel - handling facilities, and describe the safety measures planned to protect area water quality
N/A
j What will be the marina policy on overnight and live- aboard dockage?
None
k Describe design measures that promote boat basin flushing?
Basin will be at 5' NLW and Access Channel becomes deeper as you go to the River
I If this project is an expansion of an existing marina, what types of services are currently provided?
Same
m Is the marina/docking facility proposed within a primary or secondary nursery area?
❑Yes ®No
n Is the marina /docking facility proposed within or adjacent to any shellfish harvesting area?
®Yes []No
o Is the marina/docking facility proposed within or adjacent to coastal wetlands/marsh (CW), submerged aquatic vegetation (SAV), shell bottom
(SB), or other wetlands (WL)? If any boxes are checked, provide the number of square feet affected
❑CW ❑SAV ❑SB
OWL ®None
RECEIVED
DCM WILMINGTON, NC
252-808-2808.- 9- 888- 4RCOAST e: www.nccoastalmanagement.s . et revised- 12127106

Fw -imn 33CM 9MILP-4 jSaacturea, Page 3 014)
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
Everett Manna is redesigning the boat slips to accomadate 50 slips at the 150' offset This is shown in the plans This is per
Jeremy Humphries, Shellfish, at the scoping meeting
3. BOATHOUSE (including covered lifts) ®This section not applicable
a (i) Is the boathouse structure(s)
❑Commercial ❑Public/Government ®Private /Community
(u) Number
(iii) Length
(iv) Width
Note Roofed areas are calculated from dnpline 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
(u) Length
(in) Width
5. BREAKWATER (e g, wood, sheetp►le, 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 ®This section not applicable �
a Is the structure(s) b Number
❑Commercial ❑Public/Government ❑Private /Community
C Distance to be placed beyond shoreline d Description of buoy (color, inscription, size, anchor, etc)
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' from Boat Ramp to McKeever
100' from Bulkhead to Mr Dexter
Note For buoy or mooring piling, use arc of swing including length
of vessel
c Width of water body
7000'
e (i) Will navigational aids be required as a result of the project'7
[]Yes ®No ❑NA
(u) If yes, explain what type and how they will be implemented
8. OTHER
b Proximity of structure(s) to adjacent docking facilities
255' to Dock to the NorthWest
d Water depth at waterward end of structure at NLW or NWL
5 0 NLW
RECEIVED
DCM WILMINGT i NC
®This section not appbcable
252-808-2808 a �- ���- ������� ;, ���sanr .ra��sa��3��rs���err3e�t.rae� revised: 12/27/06

Form 0CM PAP-4 (structures, Page 4 of
a Give complete description
10 -13 -14
Date
Ttereve Marina
Project Name
Chad Kimes, PE
P
p6cant Afam n
\ \`14 N
plicant Si ature
RECEIVED
DCM WILMINGTON, NC
OCT 2 2 2014
252 -808 -2808 :: 1- 888- 4RCOAST :: wvv-w.e'ccoastaimana _qee- ent.net revised: 12127696

U
r-
C
c.
SITE- -�
i VICINITY SKETCH
SHELUISHBOUNDARY
** ALL OTHER DOCKS ARE
NON FLOATING PEI, TYPICAL I
a
V
PROPOS
DOCK W1
15'X35'
PROPOSED CONCRETE
BOAT RAMP WITH
15'X 15'APPROACH
NHW
80 8`OF
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40'OFNEW
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I��uEli1D
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• TIE PILINGS
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NLW NORMALLOWWATER
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a
*NOTE ALL ELEVATIONSARENLW
i�R 0(1,�
a SE �X —
x CL
MIA,
S 53 °2953 "E
31597A�
PROPOSED FLOA TING 6'
DOCK W1 FLOATING 4'PIERS
TYPICAL 2
3
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Ibis is to certify that this map was prepared
from an actual survey , That the ratio of
precision as calculated is 1 1.5 W
That their are no encroachments unless
shown and That this map is true and correq,D
to the best of my knowledge and belief. 0°
Datzan Chad Kimes, ' %,, \\\ James Zede"da AS. j
104 Newton Rd. l %��� 11fi / 210 Futrell Rd
Hampstead, NC 28443 J Richlands NC 28574
(910) 470 -4494 910 - 324 -4752
CLIENTS NAME AND ADDRES
TTEREVE ENTERPRISES, INC-.
" % SNEADS FERRY, NC 28460
STUMP SOUND TOWNSHIP, ONSLOW COUNTY
DATE. 1010412014 SCALE- 1 " = 60'
SHEET] OF3
FILE. Everdtmanna.PCS

SITE -,,
ISO
/ NOT TO SCALE ---
VICINITY SKETCH
z
0
EXISTING GROUND
ELEVATION 7 6'
PLAN VIEW
PRO.
BUL,
NOTES
1. NHW (NORMAL HIGH WATER)
ARE APPROXIMATE
2. ELEVA TONS WERE OBTAINED
USING SURVEY GRADE GPS
EQUIPMENT, ANDAREBASED
ONNC GRID (NAD 83 2007
ADJUSTMENT)
3. NO DREDGING WITHIN5' OF
COASTAL WETLANDS
CROSS SECTION PROFILE
- -- NLW50
20POSED DREDGING DEPTH)
PROPOSED BULKHEAD
PROPOSEDBULKHEAD
TYPICAL I
PROPOSED 5' WALKWAY (NONFLOATING)
1542
lsal
1541
1
/ NOT TO SCALE ---
VICINITY SKETCH
z
0
EXISTING GROUND
ELEVATION 7 6'
PLAN VIEW
PRO.
BUL,
NOTES
1. NHW (NORMAL HIGH WATER)
ARE APPROXIMATE
2. ELEVA TONS WERE OBTAINED
USING SURVEY GRADE GPS
EQUIPMENT, ANDAREBASED
ONNC GRID (NAD 83 2007
ADJUSTMENT)
3. NO DREDGING WITHIN5' OF
COASTAL WETLANDS
CROSS SECTION PROFILE
- -- NLW50
20POSED DREDGING DEPTH)
PROPOSED BULKHEAD
PROPOSEDBULKHEAD
TYPICAL I
PROPOSED 5' WALKWAY (NONFLOATING)
ADOCKPROFILE THE SAMEELEVATION
TYPICAL 2
TYPICAL FLOATING DOCK
RIVER BED
VARIABLE
40' TO 138'
EL60NHW
EL50NLW
LEGEND
NHW NORMAL HIGH WATER
NEW NORMAL LOW WATER
+10NHW
CROSS SECTION "A A " — "�`� — 0 0 6 0' OF WATER NHW
0'- 4' OFDREDGING
VARIABLE WIDTH .50 N LW
MAINTENANCE DREDGING
BOX CUT
`% 1 1411, Thus is to certify that this map was prepared CLIENTS NAME AND ADDRESS
`fin C AAA •r,* from an actual survey , That the ratio of ®460060 Oep
p
�i recision as calculated is 1 15 000 r5 B
���•���: ®s ®® TTEREVE ENTERPRISES, INC
That their are no encroachments unless o ®��e
• • �� Oy shown and That this map is true and cod' ®®
to the best of my knowledge and belief
a a E A o6 = ®, SNEADS FERRY, NC28460
,r �q- .�\\ �'� SEAL $ STUMPSOUND TOWNSHIP, ONSLOW COUNTY
e°
�' \` DATE 10/04/14 SCALE V'= 10'
Parian Chad Kimes, PE �t 111 11 � k / James Zepeda PLS. L- 3632 © SHEET 2 OF
04 Newton Rd. j f 611 Za l` 210 Futrell Rd.
Effampstead, NC 28443 t Richlands NC 28574
X910) 470-4494 (910)- 324 -4752 FILE Ewettmarrnacrosssectron PCs
sib
ADOCKPROFILE THE SAMEELEVATION
TYPICAL 2
TYPICAL FLOATING DOCK
RIVER BED
VARIABLE
40' TO 138'
EL60NHW
EL50NLW
LEGEND
NHW NORMAL HIGH WATER
NEW NORMAL LOW WATER
+10NHW
CROSS SECTION "A A " — "�`� — 0 0 6 0' OF WATER NHW
0'- 4' OFDREDGING
VARIABLE WIDTH .50 N LW
MAINTENANCE DREDGING
BOX CUT
`% 1 1411, Thus is to certify that this map was prepared CLIENTS NAME AND ADDRESS
`fin C AAA •r,* from an actual survey , That the ratio of ®460060 Oep
p
�i recision as calculated is 1 15 000 r5 B
���•���: ®s ®® TTEREVE ENTERPRISES, INC
That their are no encroachments unless o ®��e
• • �� Oy shown and That this map is true and cod' ®®
to the best of my knowledge and belief
a a E A o6 = ®, SNEADS FERRY, NC28460
,r �q- .�\\ �'� SEAL $ STUMPSOUND TOWNSHIP, ONSLOW COUNTY
e°
�' \` DATE 10/04/14 SCALE V'= 10'
Parian Chad Kimes, PE �t 111 11 � k / James Zepeda PLS. L- 3632 © SHEET 2 OF
04 Newton Rd. j f 611 Za l` 210 Futrell Rd.
Effampstead, NC 28443 t Richlands NC 28574
X910) 470-4494 (910)- 324 -4752 FILE Ewettmarrnacrosssectron PCs

SITE
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Darian Chad Kimes, PE '��11! ©IIl
104 Newton Rd.
WI, ampstead, NC 28443
1910) 470 -4494
8
B
N53 00529" W N539J'26 °W N53-0r 28"W
s
88 40' r 59825982' ' I
i i I I I
I s i I i
i I i s I
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i i I I I
- 1---------- -L------- -L------- -L-- - - -_.1
This is to certify that tins map was prepared
Jim an actual survey, That the ratio of
precision as calculated is 15.000 +. ®®g%0 0000.00&# ®®
That their are no encroachments unless
shown and That this map is true and co�
to the best of my knowledge and belie°
L
Tames 4eda PLS.1
210 Futrell Rd.
Richlands NC 28574
(910)- 324 -4752
CLIENTS NAW AND ADDRESS
TTEREYE ENTERPRISES, INC.
SNEADSTERRY NC 28460
STUMP SOUND TOWNSHIP, ONSLOW COUNTY
DATE 1010412014 SCALE I"= 60'
SHEET 3 OF
FILE EverettmannaSlTs PCS