20141165 Ver 1_CAMA Application_20141107

A �
.�-
NCDENR
North Carolina Department of Environment and Natural Resources
Division of Coastal Management
Pat McCrory John E. Skvarla, III
Governor Secretary
MEMORANDUM
TO: Ms. Cyndi Karoly
Env. Biological Supervisor
Division of Water Quality Wetlands Unit
FROM: Daniel Govoni
Major Permits Processing Coordinator
Coastal Management Division
400 Commerce Avenue
Morehead City NC 28557
DATE: 6 November 2014
SUBJECT: CAMA Application Review
APPLICANT: Phillip Carawan
Respond to Daniel Govoni
Morehead City Office
D M t-{t
ENOV 20� 14 _!V
DENR - WATER RESOURCES
401 & Bl1FFFP PGPRerrrwr.
PROJECT LOCATION: Project site is located off of Woodard Road off of SR 1218 in the Town of
Columbia in Tyrrell County in the Albemarle Sound and a manmade basin.
PROPOSED PROJECT: Applicant proposes to construct two rock jetties, expand and bulkhead an
existing channel and canal and riprap the shoreline.
Please indicate below your position or viewpoint on the proposed project and return this form by 26
November 2014. Please contact David Moye at 252- 948 -3852, if you have any questions regarding the
proposed project. When appropriate, in depth comments with supporting data are requested.
REPLY This office has no objection to the project as proposed.
Signed
This office has no comment on the proposed project.
This office approves of the proposed project only if the recommended changes
are incorporated. See attached.
This office objects to the proposed project for reasons described in the attached
comments.
Date
943 Washington Square Mall, Washington, NC 27889
Phone: [phone] FAX: 252 - 948 -0478 Internet: www.nccoastaimanagement.net
An Equal Opportunity � Affirmative Action Employer

^ L
DBIS',ION OF COASTAL MANAGEMENT
FIELD INVESTIGATION REPORT
Major Modification to Permit No. 38 -96
1 APPLICANT`S NAME- Phillip Carawan
2 LOCATION OF PROJECT'SITE. The project site is located off of Woodard Road off of SR
1218 in the Town of Columbia in Tyrrell County in the Albemarle Sound and a manmade
basin
Photo Index- 2006-130-6939 (L4,L5,M5,M6) 2000 130 -1528 (L4,L' 5,M4,M5,M6)
State Plane Coordinates - X 2,824,000 Y. 824,600
(Columbia East -Upper Left Corner)
3 INVESTIGATION TYPE. CAMA/Dredge and Fill
4. INVESTIGATIVE PROCEDURE Dates of Site Visit - 9/10/2014 and 8/7/2014
Was Applicant Present - No
5. PROCESSING PROCEDURE Application Received Complete - 5 November 2014
Office - Washington
6 SITE DESCRIPTION:
(A) Local Land Use Plan - 1996 Tyrrell County and Town of Columbia Land Use Plan
Land Classification From LUP- Lumted Transition (Land) and Conservation (Water)
(B) AEC(s) Involved EW,CS, PTA
,(C) Water Dependent- Yes
(D) Intended Use. Commercial
(E) Wastewater Treatment- Existing - None
Planned -None
(F) Type of Structures. Existing - Boat Basin, Docking Facility, Boat Ramp, gravel
parking and drives, fish house.
Planned - Riprap betties (2), Channel Markers (2), Riprap
shoreline stabilization, and canal bulkhead.
(G) Estimated Annual Rate of Erosion- 1 ft to 2ft per year
Source - Applicant
7 HABITAT DESCRIPTION• [AREA]
DREDGM FTT..T,FD � OTHRR
(D) Total Area Disturbed: 47,911ft2 (1 1 acres)
(E) Primary Nursery Area No
(F) Water Classification- SB Open- No
8. PROJECT SUMMARY- The applicant proposes construct two rockjetties, expand and bulkhead
an existing channel and canal, and rip rap the shoreline.
3,041 ft
(A) Vegetated Wetlands
Canal excavation
(B) Sound and Canal Bottom
15,000ft
28,470ft
Channel and
Groins and
canal excavation
Riprap
(C) Upland
1,443ft
(D) Total Area Disturbed: 47,911ft2 (1 1 acres)
(E) Primary Nursery Area No
(F) Water Classification- SB Open- No
8. PROJECT SUMMARY- The applicant proposes construct two rockjetties, expand and bulkhead
an existing channel and canal, and rip rap the shoreline.

Phillip Carawan
Carawan Marina
Tyrrell County
Major Modification to Permit No. 38 -96
PROJECT SETTING
Quible and Associates, P C has submitted a CAMA Mayor request for Phillip Carawan
to modify an existing commercial fishing manmade basm (formerly Woodards Marma) on the
Albemarle Sound The 356 acre project site is located at the end of Woodard Road off of Deweys
Pier Road (SR 1218) in the Town of Columbia, Tyrrell County There is an existing active Major
CAMA permit;(38 -96) that permitted a 25ft wide by 225ftalong by -6ft below Normal Water Level
(NWL) access channel into a 23ft wide by 150ft long by -6ft below NWL canal This permit was
modified in 1,997 for two 150ft wooden groins,(with a height not to exceed 61nches above NWL) to
stabilize and protect the, access channel These groins have not been constructed at this time These
groins were permitted as a compromise between the former owner of the - property and the resource
agencies after longer rip rap groins had been proposed. Currently the site includes 27 boat slips, a
fish house, gravel.parkmg and' driveways, and a boat ramp Fishermen store their crab pots and other
commercial fishing gear onsite. The site is surrounded by agriculture to the south and forested
Wetlands and agriculture to the west and east Due to regular shoaling there has been routine
maintenance excavation at the mouth of the channel in 3 of the last 5 years (2014, 2013, and 20 10)
These requests have been made to perform excavation during the Anadromous Fish Spawning Area
moratorium to allow safer navigation during the crab fishing season.
The Albemarle Sound at the project site is classified as SB by the Environmental
Commission The Albemarle Sound is approximately 7.5 miles wide at this location
PROJECT DESCRIPTION
The applicant proposes, to, construct two 250ft by 20ft (average base width) riprap groins
into the Albemarle Sound. The top of the =groins will be 3ft aboveNormal Water Level (NWL) with
a 2.1' slope. There will be a plateau at or near NWL to allow future maintenance work to be
performed from the groin There will be nprap on top, of the plateau that will be,removed to perform
future maintenance work and then replaced once the work'ha&been completed. Thexapplicant has left
a l Oft buffer from the edge of the channel and the toe of the groin to minimize the base width of the
groins Between the groins the applicant is requesting to expand the current 25ft by 225ft by-6ft
below NWL channel to 60ftby 250ft by -6 5ft below NWL To reach these dimensions the applicant
will remove 1,667 cubic yards of the sound bottom The applicant also requests to the expand the
23ft wide by 300ft long by -6ft below NWL canal to 60ft by 300ft by -6.5ft below NWL. In order to
expand the canal the applicant will remove 3,041 sq ft of wooded wetlands and 414sq ft of upland
The applicant is proposing to bulkhead 300ft along the canal. In the location of the wetlands the
bulkhead will be cantilevered (without tie backs and backfill). The applicant proposes to use 628ft of
riprap along the Albemarle Sound shoreline to protect the shoreline The riprap will have a base
width of a max of l Oft not to exceed 2ft4bove NWL adjacent to the wetlands and not to exceed 3ft
above,NWL adjacent to the uplands There is no fill proposed landwardof the shoreline stabilization_

Carawan Marina
Tyrrell County, North Carolina
CAMA Mayor Permit Narrative
Economic Benefits and Need for Improvements
Tyrrell County, along with other northeastern North Carolina counties, is considered a Tier 1
(distressed) County by NC Department of Commerce In recent times, both agriculture and
manufacturing have declined sharply, and traditional manufacturing is virtually non - existent
Tyrrell County is currently the least populated county the state and has suffered from a
population decrease of approximately 7% since 2010 Philip Carawan, owner of Captain Neill's
Seafood, one of the largest employers in the County, is involved in the,seafood industry,
including processing, sales and commercial fishing The Albemarle Region of eastern NC has
historically been recognized as a top seafood producer With many °coastal fish houses and
marinas in coastal NC having been shut down, in large part from change of use of the coastal
Waterfront, it is'important to identify and preserve key existing facilities Mr Carawan purchased
the subject property in 2013 for its' existing boat basin'and commercial fishing port capabilities
The nearest Albemarle Sound commercial fishing ports are Alligator River Marina ( -15 miles
from Carawan's Marina) and ,Mackey's Marina ( -24 miles from Carawan's Marina).
Captain Neill's Seafood is an extremely important part of the local economy which currently
employs approximately 150 people in the seafood 'processing, operation and is directly
associated with approximately 45 fishing boats (private operations with 2 people per boat) In
addition to the approximately 240 person direct salary positive impacts associated with the
operation, there are extensive secondary positive impacts to the economy The operation
affects nearly every business in Tyrell County, including utility companies, grocery stores, fuel
stations, etc Most of this cannot be accurately quantified, but as an example, the monthly
water bill for the company is commonly over $10,000
Background
The subject property is an approximately 356 acre tract of land in Tyrrell County, on the
Albemarle Sound, to the north of the Town of Columbia The property is accessible from
Deweys Pier Road which leads to Woodard Road.
The property contains a man -made basin boat basin that m connected to The Albemarle Sound
CAMA Mayor Permit 38 -96 was originally issued in 1996 for the excavation of,an upland basin'in
high ground, maintenance excavation of an access channel in the Sound (to -6 ft NWL),
dockage structures and a boat ramp The permit was modified in 1997 to include construction
of a bulkhead around the perimeter of the boat basin, construction of a bulkhead in each side of
the entrance canals and construction of (2) 150 ft wooden groins into the Albemarle Sound.
This work is permitted, but not yet built at this time
In 2011, a wetland delineation was performed and confirmed by USACE on the northern
(waterward) 120 acres of the subject tract The upland,areas of the property consistaof
agricultural fields and some wooded uplands The wetland areas are primarily wooded.

Carawan Marina
Tyrrell County, North Carolina
CAMA Mayor Permit Narrative
Existing Environmental Conditions
The shallow water sound bottom consists of loose sand overlying clay beds in some areas A
water depth survey and SAV analysis was performed in summer 2014 adjacent to the property
and also in the existing basin No rooted SAV was observed in this area during this early June
survey Based on conversations with representatives of NCDENR, this southern shore of the
Albemarle has not been known this to be an SAV area, likely from the high wave energy,
especially from NE wind events
Shoaling has been a constant problem for maintaining an operable marina is this'location
Since original permit issuance, the marina can only operate by maintenance dredging every
year And, the existence of the dredging moratorium in this area (beginning February 15th of
each year) is problematic for marina operation due to the rapid shoaling that occurs after
February 15th and before the start of crabbing season In fact, in many years', the entrance to
the basin shoals in almost immediately after an expensive dredge operation Sand movement
occurs in this area from the shoreline to water depths exceeding 8 ft or more This is evident
from aerial photograph inspection where bars and shoal formation and migration can be
followed
Proposed Work
Channel Widening The purpose of the proposed dredging is to maintain adequate water
depths along the entrance to and within the existing man -made canal /basin and channel
connected to The Albemarle Sound so that there is safe ingress and egress for large scale
commercial fishing boast that draw 4 5 feet of water The existing channel is permitted at 25
ft wide and -6 ft deep This permit request is to widen the channel to 60 ft at -6.5 ft deep
(relative to NWL) In order for this commercial marina to be successful, it is extremely
important to maintain a safe navigable channel of at least -6 5 ft relative to normal water
level (NWL), since many boats that will draw at least 4 5 ft of water Based on frequent low
wind tide events and /or rough seas that affect wave trough effective depths by 2 ft on
regular occasion, a baseline of -6 5 in the channel is absolutely necessarycsince these
fishermen need to work every day
The excavation work will be performed with the use of a barge mounted and /or land based
Getty based) Tong reach excavator using a clamshell bucket The excavator will dig material
from the channel area onto a material (hopper) barge with sides Use of a clamshell bucket
minimizes the amount of bottom disturbance, and when the bucket is fully loaded, the
amount of water transferred to the barge is minimal. The barge, when loaded, will be moved
inside the basin and the material will be transferred to soil stockpile areas in the adjacent
agriculture fields on the subject property. If excavation is from land Getty and /or beach) and
mats instead of barge, the full bucket of material will be directly transferred to a dump truck
and, then it will be transferred to the same stockpile /disposal areas.
2

Carawan Marina
Tyrrell County, North Carolina
CAMA Mayor Permit Narrative
2 Channel Protection Jetties Permitting of rock and concrete, channel protection betties was
the main topic of a July 9,_20 "14 interagency scoping meeting 'The betties proposed would
,be on either side of the 60°ft-lwide, channel and would extend 250 ft and 257 ft respectively in
to the sound,'following the same angle as the existing permitted channel These betties
would be approximately 1 Q ft, longer than the permitted (but not built) wooden groins (they
are permitted to 150`ft)
Constant shoaling and longshore sand movement is the pnmary�need for these jetties
While the fastest.sand movement is in shallow water, sand movement. clearly does occur out
to the naturally occurring project depth ( -6 5 ft) and greater 'Without channel' protection
betties, the channel quickly shoals'in and.requires maintenance dredging
'Rock and concrete is,al much more,permanent solution to the channel protection problem
than vertical sheet pining, groins or betties This is an extremely high energy shoreline that
can quickly destroy sheetpile ,structures, both from wave, energy and also from the battering
effect of trees, pilings and other items, that ram into and tear out structures This,is a
commercial facility and needs to be armoredas such Mr. Carawan's idea m to adequately
armor this facility the first time This will allow the livelihood of Captain Neill's Seafood and
and fishermen to,proceed uninterruptedly As we all have seen, ,North Carolina's
commercial fishing industry is fragile,due,to fishery conditions and imposed regulatidnsito
help manage the system. What we need to ensure for the commercial fishermen is a way to
�be able to work`whil'e following,the protocol
During the,scoping meeting, the betty footprint discussed Was up to 36 ft wide., We'have
since been, able to reduce the proposed fetty,footprint,to an average width of 20 ft This was
done as an attemptJo, avoid and minimize the bottom footprint of the rock structure
,Included on'the, CAMA Mayor Plan'is across-section of the channel With betties Initially
(goingm to the scoping,meeting), the betty Would 'have been builtata 2 1 slope adjacent to
the edge of 'the channel We have now, separated the edge of the betty from the channel
edge by at least 10 ft, allowing a reduction in the width. The width has been further,reduced
by`buildmglthe structures at a 2.1 slope from the substrate up to NWL. Instead of continuing
' to build the wall up another 3 ft with a plateau on the top (for machine access down the
structure), the actual future work plateau will be at or near NWL. There will be a pile -of rip -
rap on top of`the plateau (up, to 3 ft above NWL), but,, this material will be removed for
machine access when maintenance to the betty of channels needed When the
maintenance work is complete,'the material will be put back 'in place
For local comparison purposes, the betty system at the Alligator River' Marina appears to
extend about 300 ft into the, river and is reportedly muchwider than.what we are proposing
herein
3'. Basin Entrance Widening. In order to widen the entrance to the boat basin to allow-safe
ingress /,egress and to ,promote better flushing,, excavation ,of 3,041 sq.ft of Section 404
3

Carawan Marina
Tyrrell County, North Carolina
CAMA Mayor Permit Narrative
wetlands and 1,443 sq ft of uplands is proposed The total volume of matenal to be
excavated in this area is 1,134 cu yds The material will be dug from a land based
excavator, starting at the shoreline area closest to the Albemarle Sound and will work back
from there When necessary, timber mats will be used in 404 areas to support the
excavator Excavated material will be spread on upland agricultural areas, similarly to the
channel material
Adjacent to wetlands, 300 lin ft of cantilevered bulkhead is proposed so that there would be
no bulkhead backfill in this area
4 Shoreline Stabilization Rip-Rap- 628 of shoreline stabilization rip -rap (10 ft wide x 3 ft high)
is proposed to protect the natural shoreline from ongoing erosion at or near the existing
normal water line
4

2: ;Agent/Contractor_Information
Business Name
Project Name (if applicable)
Carawan Marina
Applicant 1 First' Name
Phillip
MI
Last Name
Carawan
Applicant 2 First Name
MI
Last Name
If additional applicants, please attach an additional page(s) with names listed
Mailing Address
PO Box
P O Box 164
City
Columbia
State
NC
ZIP
27925
Country
USA
Phone No
- ext
FAX No
Street Address (if different from above)
City
State
ZIP
Email
2: ;Agent/Contractor_Information
-
` " _ -' ' ^- -
Business Name
Quible & Associates, PIC
Agent/ Contractor 1 First Name
MI
Last Name
Brian
D
Rubino
Agent/ Contractor 2 First Name
MI
Last Name
Mailing Address
PO Box
City
State
P O Drawer 870
Kitty Hawk
NC
ZIP
Phone No 1
Phone No 2
27949
252 - 261 - 3300
ext 240
ext
' FAX' No
Contractor #
252 261 1260
Street Address (if different from above)
City
State
ZIP
8 Juniper Trail
Southern Shores
NC
27949 -
Email
brubinoQquible com
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252- 608 -2808 :- :e �rov�= �send�e�sas�a t @rna�z���a��a.�.ase4

, Form,DCM MP -1 (Page 2 of 4)
APPLICATION for
Major Development Permit
`fProiect=Locarion
a Total length of shoreline on the tract (ft )
County (can be multiple)
Street Address
State Rd #
Tyrrell
Woodard Road
1218
Subdivision Name
City
State
Zip
None
Columbia
NC
27925-
Phone No
Lot No (s) (if many, attach additional page with list)
ext
N /A, , I ,
a In which NC river basin is the project located?
b Name of body of water nearest to proposed project
Pasquotank
Boat Basin and Albemarle Sound
c Is the -water body`identifiedhn (b) above, natural or manmade?
d Name the closest major water body to the proposed project site
®Natural ®Manmade ❑Unknown
Albemarle Sound
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
Tyrell County
_4. Site'Desaription
a Total length of shoreline on the tract (ft )
b Size,of entire tract (sq ft )
4,725 ft
15,507,360 sq ft '(356 ac )
c Size of individual lot(s)
d Approximate elevation of tract above NHW (normal high water) or
N /A,
NWL (normal water level)
5 ft ❑NHW or ®NWL
(If many lot sizes, please attach additional page with a list)
e Vegetation on tract
Managed crops, hardwood trees (black gum, cypress, oak), pines, upland and wetlands herbaceous species
f Man -made features and uses now on tract
boaftasim, docking facility, boat -ramp; gravel parkmg,and drives, fish house
g Identify and describe the existing land uses adjacent to the proposed project site
Residential Uplands and Undeveloped Wetlands
h How does local government zone the tract?
i Is the proposed project consistent with the applicable Fzonmg?
N/A
(Attach zoning compliance certificate, if applicable)
[]Yes ❑No ®NA
j Is the proposed activity part of an urban waterfront, redevelopment proposal? ❑Yes ®No
k Hasra professional archaeological assessment been done for the tract? If yes, attach a copy []Yes ®No ❑NA
If yes, by whom?
1 Is the proposed project located in a National Registered Historic District or does it involve a ❑Yes ®No ❑NA
National Register listed or eligible property?
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252- 888 -2808 a; 1- 888- 4Ra^.OAST :e vYWt- .V.enCC039 %ai artage:met� net

Form DCM MP -1 (Page 3 of 4)
APPLICATION for
Major Development Permit
m (i) Are there wetlands,on the site? ®Yes ❑No
(n) Are there,coastal wetlands on the site? ❑Yes ®No
(iii) If yes to either (i) or (u) above, has a delineation been conducted? ®Yes [--]No
(A tta ch � documen ta tion, ifavadable)
n Describe existing wastewater treatment facilities
None, currently no septic or drainfield
o Describe existing drinking water supply source
There is an existing on -site well located near the loading dock used for wash -down purposes only
p Describe existing storm water management or treatment systems
No SWMP
-5., . Activities and Impacts'-
a
Will the project be for commercial, public, or private use?
®Commercial ❑Public /Government
❑Private /Community
b
Give a brief description of purpose, use, and daily operations of the project when complete
Commercial marina for fishing operations
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
Long reach excavator, dump trucks, barge- mounted excavator, material (hopper) barge
d
List,all, development activities you propose
Channel expansion to 250 ft x 60 ft, Channel protection jetty system, Canal entrance widening with cantilevered bulkhead
(300 ft), Shorellne,Stabilization Rip -Rap
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 profect9
4,082 ®Sq Ft or ❑Acres.
g
Will the proposed project encroach on any public easement, public accessway or other area
❑Yes I ®No ❑NA
that the public has established use,of?
h
Describe, location and type of�existing,and proposed discharges to,waters of the,state
surface water runoff
i
Will wastewater or stormwater be discharged into a wetland?
❑Yes ®No ❑NA
If yes, will this,discharged water be of the same salinity as,the receiving water?
❑Yes ❑No ®NA
I
Is there any mitigation proposed?
[]Yes []No ®NA
If yes, attach a mitigation proposal
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Z52- 808 -2SSS -- 11- 888- 4RCOAST :e vvww.necoastallmanagentent.not

Form DCM MP -1 (Page 4 of 4)
APPLICATION for
Major Development Permit
6:, `Additional Information
/n addition to this completed app /icatron form; ,(MP+ 1) the fo / /owing'items below,rf applicable; ,must`be submitted in order for the appbcation,- l{ p
package 't_o tie complete - 'Items (a)" ` (f) are always°apphcable to,a'ny ma /or development a- hcatron� 'Pf'e'ase consult tl d application
in'struc ion b oklet on how io prop prepare the requiied itenisbelow, r
L i
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 locafion 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 theapplicant claims title to theraffectediproperhes
e The appropriate application fee Check or money order made payable fo DENR
f A list of the names and complete addresses of the adjacent waterfront (riparian) landowners and signed return receipts as p "roof that such
owners have received a copy of the application land 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.Collon Snell = = - ;_ Phone No • ry _ ;
Address 11450 17`North, Vanceboro; NC 28586 J '
Name Wingate and Lucille Joyner Phone,No
Address 134 Beechwood Road, Ahoskie, NC 27910
Name - s _ - - = Phorie No
Address J
g A list of previous.state,or federal permitsissued for work on the project,tract Include permit numbers, permittee, and`4ssung dates,
CAMA Major 38 -96
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 s` i
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 certrfy 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 , AZ 14 Print Name &-ic, R_,bwo , ���9� eqm C, C ,P c -
Signature � "b': C'`lyit
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

Form DCM MP -2
40,; T
(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 value&should be given in feet.
1: ''EXCAVi4iTlOMy -1 " z i ❑Thrs section rlof app6ca51e ,
mot'_'
a Amount of material to be excavated from below NHW or NWL in b Type of material to,be excavated
cubic yards sand dominated
channel = 1,667 cy yds
G (i) Does the area to be excavated include coastal' wetlands /marsh
(CW), submerged aquatic vegetation (SAV), shell'bottom (SB),
or other wetlands (WL)9 If any boxes are checked,, provide the
number of square feet affected
❑CW ❑SAV ❑SB
OWL 3,041 so ft (area labeled on plan []None
(ii) Describe the purpose of the excavation -in these areas
basin entrance expansion, access canal widening
d High -g round i excavation in cubic yards
canal expansion = 414 cu yds cu yds
1z, ;D/SP03i4L'OF EXCAVATED MA TER/AL ' ', r = `' pTh s - bGion,not 415phcab le=
a Location of disposal area b Dimensions of disposal area
ag°fields on -site +/- 50 acre upland ag fields adjacent to basin
c (i) Do you claim,title to disposal area?
®Yes '[:]No ❑NA
(ii) If no, attach a letter granting permission from th&owner
e (i) Does the disposal area include any coastal wetlands /marsh
(M), submerged aquatic vegetation (SAV), shell,bottom (SB),
or other wetlands (WL)2 If any boxes are checked, provide the
number of square feet affected
❑CW ❑SAV - []SB
OWL ®None
(ii) Describe the purpose of disposal in these areas
available upland areas
d (i) Will a disposal area be available for future maintenance
®Yes ❑No ❑NA
(u) If yes, where?
same location and adjacent upland areas
f (i) Does the disposal include any area in the water?
[]Yes ®No ❑NA
(ii) If yes, how,much water area is'affected?
252-808 -2808 n 1- 888-4RCO ST n ymjw.rncc®asta1management.a:e2
revised: 12/26/06
Access
Other
Channel
Canal
Boat Basin
Boat,Ramp
Rock Groin
Rock
(excluding
,(NLW or
Breakwater
shorefine
NWL )
stabilization
i
Length
250
300
(2) 250
Width
60
avg 15
(2) 20
Avg Existing
-35
+1 5
_
NA . -
-
" rNA~
Depth
Final Project
65
-65
Dept h
h
1: ''EXCAVi4iTlOMy -1 " z i ❑Thrs section rlof app6ca51e ,
mot'_'
a Amount of material to be excavated from below NHW or NWL in b Type of material to,be excavated
cubic yards sand dominated
channel = 1,667 cy yds
G (i) Does the area to be excavated include coastal' wetlands /marsh
(CW), submerged aquatic vegetation (SAV), shell'bottom (SB),
or other wetlands (WL)9 If any boxes are checked,, provide the
number of square feet affected
❑CW ❑SAV ❑SB
OWL 3,041 so ft (area labeled on plan []None
(ii) Describe the purpose of the excavation -in these areas
basin entrance expansion, access canal widening
d High -g round i excavation in cubic yards
canal expansion = 414 cu yds cu yds
1z, ;D/SP03i4L'OF EXCAVATED MA TER/AL ' ', r = `' pTh s - bGion,not 415phcab le=
a Location of disposal area b Dimensions of disposal area
ag°fields on -site +/- 50 acre upland ag fields adjacent to basin
c (i) Do you claim,title to disposal area?
®Yes '[:]No ❑NA
(ii) If no, attach a letter granting permission from th&owner
e (i) Does the disposal area include any coastal wetlands /marsh
(M), submerged aquatic vegetation (SAV), shell,bottom (SB),
or other wetlands (WL)2 If any boxes are checked, provide the
number of square feet affected
❑CW ❑SAV - []SB
OWL ®None
(ii) Describe the purpose of disposal in these areas
available upland areas
d (i) Will a disposal area be available for future maintenance
®Yes ❑No ❑NA
(u) If yes, where?
same location and adjacent upland areas
f (i) Does the disposal include any area in the water?
[]Yes ®No ❑NA
(ii) If yes, how,much water area is'affected?
252-808 -2808 n 1- 888-4RCO ST n ymjw.rncc®asta1management.a:e2
revised: 12/26/06

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3'- ,SHOREL# E, S,Ti4SILIZATTION ;f fi - ; i ❑ Tliisksectron not applicable
(lf,developri►ent is a:wood groin, use MP -4° Structures)
4 '+
a Type of shoreline stabilization b Length bulkhead 300 ft. rip -rap 628 ft
®Bulkhead SRiprap ❑Breakwater /Sill []Other
c Average � distance waterward of NHW or NWL bulkead at'new
NWL at basin expansion and rip rap along,Albemarle Sound
shoreline
e Type of stabilization material
wood and vinyl bulkhead, concrete and granite rip -rap
g Number, of square feet of fill torbe placed below water level
Bulkhead backfill Riprap
Breakwater /Sill Other
I Source of fill material
none
Width bulkhead 1 ft, rip-rap 10 ft
d Maximum, distance waterward,of NHW or NWL bulkhead at
NWL, np -rap 10 ft ,
f (i) Has there been shoreline erosion during preceding 12
months?
®Yes ❑No ❑NA
(n) If yes, state amount of erosion and source of erosion amount
information
1 -2 ft along soundfront (visual inspection estimate)
h Type of,fill material
none
4.:OTHER'FILL ACTIVITIES pThis,secf�on not applicable
'(Excludrng'Shore/rne Stabrlr' vori)
y
a (0 Will fill material be brought to the site? ®Yes ❑No ❑NA b 6) Will fill material be placed in coastal wetlands /marsh (CW),
If yes,
(n) Amount of material to be placed in the water 1,177 cu vds
(m) Dimensions of fill area '2 ietties 1 CAA 257 ft x 20 ft avq
and 1 @ 250 ft x 20 ft ava (507 linear ft total or 10.140 so ft )
(iv) Purpose of fill
To construct channel protection jetties
submerged aquatic vegetation (SAV), shell bottom (SB), or
other wetlands (WL)? If any boxes are checked, provide the
number of square feet affected
❑CW _ ❑SAV ❑SB
❑WL ®None
(n) Describe the purpose of the fill in these areas
N/A
a How will excavated or-fill material be kept on site and erosion b What type of construction equipment will be used (e g , draglme,
controlled? backhoe, or'hydraulic dredge)?
Site will promptly be seeded after bulkhead construction and long reach excavator; backhoe, vibratory hammer, dump truck
,associated grading The bulkhead will reduce,shorelme erosion
c (i) Will navigational aids be required as a result of the project? d (i) Will wetlands be crossed in transporting equipment to project
❑Yes ®No ❑NA site? ®Yes []No ❑NA
(u) If yes, explain what'type and how they will be implemented (n) If yes, explain steps that will be taken to avoid or minimize
Not required, but applicant would like to have the,ability to install environmental impacts
2'channel markers at channel entrance (12,,inch diameter pilings Use of low ground pressure or track - mounted excavators and
with red and green reflective markers) 11 timber matting if necessary
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RIP—RAP 10.0,
- ------- - -
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....................... .......... ........ ................. ....... .......................
M
TYPICAL RIP—RAP ISEC77ON ADJACENT TO WETLANDS
M
RIP—RAP--,,,,,
X-q.40'
........... .......................... ........ .......
TYPICAL RIP —RA.P SECTION ADJACENT TO UPLANDS
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X-q.50' x-440'
x-q.00,
X-Mo,
x-6.70'
x-q10, x-e.00,
X-'7.qol
X-0-20'
x-0.50'
­400'
X-7.150,
x-7.70'
2.0'
X-0.30,
ROCK PROPOSED 12"o TIMBER :POST PROPOSED 12"0 TIMBER POST ROCK
CHANNEL MARKER WITH RED/GREEN CHANNEL MARKER WITH RED /GREEN JETTY
00 REFLECTIVE TAPE (TYP.) REFLECTIVE TAPE (TYP.) 06— JETTY
NIPL W
................ ... .................... ........ .......... ......................... ...... .. ...... ..................... . ..................
EX, 5U T �T . ..... . .. .... .
PERMITTED--,/
DREDGE AREA
60.0'
TYPICAL CHANNEL SECTION
H75
x -0. /0 1
x_ego,
x -6.70'
ALBEMARLE SOUND
PROPOSED 12"0 TIMBER POST
CHANNEL MARKER WITH RED/GREEN
REFLECTIVE TAPE (TYP.)
x-420'
X-3.50,
PROPOSED 250 LF ROCK JETTY
(AVG. 20' WIDE, 14! TO 26')
X-Z20'
x--6.40'
X-4250,
X-4,20'
X-3./o,
X-4,00'
x -3.50'
X-3.10,
PROPOSED 10' WIDE
556 LF RIP—RAP FILL
X-61.70,
x-4.40'
x-2.00'
X-4.60,
x-4.00'
­.3.4c'
MWIMM,
X-220' X260'
ALBEMARLE 3OUN,9
NOTE: UPPER 3' TO BE MOVED OR FLATTENED
FOR REPAIR OR MAINTENANCE DREDGE
EXPOSED EQUIPMENT ACCESS
ROCK JETTY NATURAL
o MATERIAL
w SLOUGH
...................... ..... ...... ............ ­­ .......... ................ ...........
SUBMERGED :
.. �­' '.1 ­­_ * 7
ROCK JETTY
f
26.0' I 92.0 1
CHANNEL
PROPOSED JETTY CONFIGURAZI—ON IN
NATURALLY OCCURRING 5* OF WATER
MEM
NOTE: UPPER 3' TO BE MOVED OR FLATTENED
FOR REPAIR OR MAINTENANCE DREDGE
EXPOSED EQUIPMENT ACCESS I
ROCK JETTY NATURAL
C4 MATERIAL
SLOUGH
........................... ....... . .. .. .. ........ SLOU I., ......
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