20110518 Ver 1_CAMA Application_20110525

A,F~A 2 0 1 1 0 5 1 8
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NCDENR
North Carolina Department of Environment and Natural Resources
Division of Coastal Management
Beverly Eaves Perdue James H. Gregson Dee Freeman
Governor Director Secretary
May 24, 2011
MEMORANDUM ~~t U~ ~ ~.~ .~ .-~- !~`,~ i
TO: Cyndi Karoly 1 ~`~ ~ ~ '
Environmental Biological Supervisor ? ~ .,~ ~ ~ q ~
Division of Water Quality `~~nd.~ ~ ~~ ouH~°,,
FROM: Doug Huggett
Major Permits Processing Coordinator
SUBJECT: CAMA/DREDGE & FILL Permit Application Review
Applicant: NC Wildlife Resources Commission
Project Location: Manes Harbor Boating Access Site, Dare County
Proposed Project: Dredging channel, bulkhead, dock, kayak launch, boat ramps, parking
Please indicate below your agency's position or viewpoint on the proposed project and return
this form by 06/14/11 to 400 Commerce Avenue, Morehead City, NC 28557. If you have
any questions regarding the proposed project, please contact John Cece at [phone].
When appropriate, in-depth comments with supporting data are 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
1367 US 17 South, Elizabeth City, NC 27909
Phone: [phone] FAX: [phone] ;Internet: www.nccoastalmanagement.net
An Equal Opportunity 1 Affirmative Action Employer
One
NortllCarolina
~11~~ttltr~tClr~

DIVISION OF COASTAL MANAGEMENT
FIELD INVESTIGATION REPORT
1. APPLICANT'S NAME: WRC Manns Harbor Boating Access Site
2. LOCATION OF PROJECT SITE: The subject property is situated immediately southwest
of the west end of the Manns Harbor Bridge which carries old US 64/264 from the mainland of
Dare County over the Croatan Sound to the north end of Roanoke Island.
Photo Index - 2006: 179-7287 (K8 - 08, N9, 09)
2000: 179-1994 (L8 - P8, 09, P9)
1995: 179-1849 (P6 - U6, P7 - U7, S8, T8)
1989: 1 56-1 (L14 - P14, L13 - N13, K12, L12)
1984: 150-530 (K13 - P13, N14, 014)
1978: 82A-281 (T16 - W16, T17 - X17, W18, X18, X19)
State Plane Coordinates - X: 2955980 Y: 801765
Rover File: C042614A USGS Map: Manns Harbor (LR)
3. INVESTIGATION TYPE: CAMA /Dredge and Fill
4. INVESTIGATIVE PROCEDURE: Dates of Site Visit -March 16, 2011 / Apri126, 2011
Was Applicant Present - No / No
5. PROCESSING PROCEDURE: Application Received Complete - Apri126, 2011
Office -Elizabeth City
6. SITE DESCRIPTION:
(A) Local Land Use Plan - 2009 Dare County Land Use Plan Update
Land Classification from LUP -Community Village
(B) AEC(s) Involved: Public Trust Area, Estuarine Waters, Estuarine Shoreline
(C) Water Dependent: Yes
(D) Intended Use: Public
(E) Wastewater Treatment: Existing -None
Planned -None
(F) Type of Structures: Existing -Bulkheads, dock structures, boat ramps
Planned -New Bulkheads, new dock structures, new boat
ramps, kayak launch area, large asphalt parking areas
(G) Estimated Annual Rate of Erosion: None
Source -Applicant
7. HABITAT DESCRIPTION: [AREA, square feet (SF)]
FILLED EXCAVATED SHADED
(A) Estuarine Waters /
Public Trust Area
3,585 SF
33,925 SF 1852 SF
(B) Estuarine Shoreline 88,195 SF 3,025 SF None
(C) Uplands 106,350 SF None None

Field Investigation Report
WRC - Manns Harbor Boating Access Site, Dare County
Page 2
(D) U.S. Army COE / ~~,
Coastal Wetlands None None None ~
(E) Total Area Disturbed: 194,545 SF (~ 4.5 acres)
(F) Primary Nursery Area: No
(G) Water Classification: SC Fish Propagation
Shellfishing Open: Basin area is closed, Croatan Sound area is open
8. PROJECT SUMMARY:
The applicant proposes to improve the Manns Harbor boat basin by:
• Maintenance dredging 1,200 feet of channel,
• Installing 122,102 SF of asphalt driveway/parking areas,
• Constructing a kayak launch facility,
• Installing 840 feet of bulkhead and 600 feet of 6-foot wide shore side dock, and
• Reconfiguring two existing boat ramps into three new boat ramps.
Proiect Setting
The subject property is bordered by a large basin and channel to the south, old US 64/264
immediately to the north, the Croatan Sound to the east, and a lot containing a derelict
commercial fish house to the west. Properties north of US 64/264 include a small Dare County
park which provides fishing pier access to the Croatan Sound and large tracts of wetlands
owned by the U.S. Fish and Wildlife Service.
Water depths in the basin range from 1-foot along the shoreline to 30 feet in the middle of the
basin. Water depths in the channel connecting the basin to the western shoreline Croatan
Sound are 2-6 feet deep. The Joint Waters of the basin and the Croatan Sound are classified as
SC (Fish Propagation). The basin area is closed to shell fishing, but the Croatan Sound is open
to shell fishing.
Elevations on the lot range from zero along the shoreline of the basin to approximately six feet
above NWL at the northern edge of the property along US 64/264. The majority of the
property is elevated two to three feet above NWL however.
The eastern third of the property is comprised of a large area of Coastal Wetlands and U.S.
Army Corps of Engineers Section 404 wetlands vegetated with Black Needlerush (Juncus
roemerianus), Common Reed (Phragmites australis), and Salt Reed Grass (Spartina
Cynosoroides).
A "T-shaped," man-made canal, approximately 50 feet wide and 1-2 feet deep separates the
large wetland area from the western two-thirds of the property. The northern and western
shorelines of the canal contain the dilapidated remains of a 5-foot wide shore-side dock that has
collapsed into the canal. A two-foot tall erosion escarpment located along the canal shoreline
is vegetated with Wax Myrtle (Myrica species), Common Reed (Phragmites australis), and
Salt bush (Baccharis species).

Field Investigation Report
WRC - Manns Harbor Boating Access Site, Dare County
Page 3
The central third of the property is a large relatively flat area vegetated with indigenous weeds
and grasses that contains dirtlgravel sections that are utilized as driving/parking areas for the 24
existing slips located along the northern edge of the adjacent basin. The shoreline adjacent to
the slips has been hardened with 300 feet of wooden bulkhead and equipped with a 6-foot wide
dock which extends water-ward over the bulkhead. Existing mooring pilings create the 24 slips
which are oriented perpendicular to the bulkhead. Water depths in the slips are 3-4 feet deep.
An additional 64 feet of bulkhead separates the slips from a 125-foot by 75-foot area of U.S.
Army Corps of Engineers Section 404 wetlands located immediately to the east of the slips.
The western third of the property is also a large relatively flat area with dirtlgravel sections that
are utilized as driving/parking areas. The irregular shoreline in this area contains a 30-foot by
90-foot extension off the large basin, two boat ramps, and approximately 175 feet of shore-side
dock. The basin extension and docking area have also been hardened with wooden bulkhead,
and equipped with a 6-foot wide dock which extends water-ward over the bulkhead.
The two boat ramps are each approximately 20 feet wide and are separated by a low three-foot
wide finger pier. The ramps are merely extensions of the dirt/gravel parking area which has
been graded to create a very gently sloping entrance into the adjacent basin. Commercial
fishermen routinely utilize the docks around the boat ramps and frequently store large piles of
crab pots on the adjacent shoreline.
Proiect Description
The applicant proposes to hydraulically dredge 1,200 feet of channel connecting the large basin
to the Croatan Sound from current depths of 2-6 feet to a final dredge depth of 6 feet. These
efforts will produce approximately 3,275 cubic yards (CY) of dredge spoils. The spoils will be
pumped into a 135-foot wide by 400-foot long containment area that will be constructed on the
uplands portion of the site north of the area with the existing 24 boat slips. The earthen berms
that will be constructed from on-site materials will be 25 feet wide and 4 feet tall, with 3:1
slopes on the sides of the structure. Dredge effluent will be pumped into the east end of the
structure and will exit the west end and discharged into the 30-foot by 90-foot basin extension
located immediately to the east of the existing boat ramps.
After the dredging is complete, approximately 2,700 CY of compatible dredge spoils will be
spread across upland portions of the site prior to the installation of 122,102 SF of asphalt
driveway and parking areas. Excess and incompatible spoil material will be disposed of at the
Dare County construction and debris landfill in Manns Harbor. The actual parking surface will
be constructed with 8-inches of ABC gravel and 3-inches of asphalt. The spoil fill, gravel, and
asphalt will raise the level of the driveway and parking areas approximately 2-3 feet above
current grade.
The water dependent structures the applicant proposes to construct include a kayak launch area,
replacement bulkheads and docks, and redesigned boat ramps. The canoe/kayak launch area
will be installed to the west of the "T-shaped" canal separating the large wetland area on the
eastern portion of the lot from the western two-thirds of the property. The Americans with
Disabilities Act (ADA) accessible launch area will consist of a concrete sidewalk leading to a
6-foot wide by 16-foot long floating dock which connects to a 6-foot wide by 40-foot long "L-
shaped" head to the floating dock. The floating dock will be anchored on the uplands so that

Field Investigation Report
WRC -Manes Harbor Boating Access Site, Dare County
Page 4
only the 6-foot by 40-foot portion of the structure will be located beyond normal water level
(NWL). A 10-foot wide by 36-foot long sand ramp will also be installed adjacent to the ADA
accessible structure to provide additional canoe/kayak launching capabilities. The sand ramp
will extend six feet beyond NWL to facilitate launching/retrieving efforts.
The applicant proposes to improve the area containing the 24 existing boat slips by replacing
the 297-foot wooden bulkhead with a vinyl bulkhead. The associated 6-foot wide dock will
also be replaced, but will be placed landward of the new bulkhead. No new mooring pilings
will be installed. The 64-foot bulkhead situated east of the boat slips will also be replaced, but
because of the adjacent U.S. Army Corps of Engineers Section 404 wetlands, it will be installed
as free-standing bulkhead (i.e., no dead men will be installed) to avoid wetland fill.
The two existing gravel boat ramps and the 30-foot by 90-foot extension off the large basin will
be combined and reconfigured to create a new facility containing three new boat ramps. The
three new concrete ramps will be 15 feet wide and 70 feet long and will be separated by two 8-
foot wide by 60-foot long floating docks. The expansion of the boat ramp area will consume 2
of the 24 adjacent slips, reducing the number of available slips in this area to 22.
The final portion of the redevelopment is the area west of the new boat ramps. In this area 200
feet of wooden bulkhead will be replaced with vinyl bulkhead and 200 feet of new 6-foot wide
dock will be installed. An additional 125 feet of vinyl bulkhead and 57 feet of dock will also
be installed to expand the docking area and create aloading/unloading area. A 24-foot wide by
38-foot long platform will also be installed at the end of the new loading lanes.
9. ANTICIPATED IMPACTS
It is anticipated that the proposed project will have the following impacts:
• Maintenance dredging the channel to the Croatan Sound and the construction of the boat ramps
will require the excavation of 33,925 SF of Estuarine Water /Public Trust AECs and will
create approximately 3,511 CY of spoil material.
• Installation of the new bulkheads and boat ramps will require the filling of 3,585 SF of
Estuarine Water /Public Trust AECs with approximately 317 CY of material.
• The proposed kayak launch, boat ramps, and loading dock platform structures will shade an
additional 1852 SF of Estuarine Water /Public Trust AECs.
• Approximately 4,075 CY of material will be utilized to fi1188,195 SF of Estuarine Shoreline
AEC, while an additiona13,270 CY of material will be utilized to fill 106,350 SF of upland
portions of the site.
• The proposed development will result in 129,201 SF of impervious surface which will
dramatically increase the storm water run-off from the site.
• Portions of the impervious surface will drain into the U.S. Army COE wetlands located east of
the existing 24 boat slip area.
• The dredging of the access channel, installation of the bulkheads, and the construction of the
boat ramps will temporarily increase the turbidity of the water within the existing basin.
• No maps were available to determine the location of nearby archeological sites.
Submitted By: John Cece Jr. (252-264-3901 x234)
Date: May 20, 2011

MAJOR PERMIT FEE MATRIX
A licant: C l~ FrZ c-

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'j3oo.~n

Selection Develo ment T e
p yP Fee DCM %
(143001601 4351000931625 6253) DWQ
(243001602 435100095 2341)
I. Private, non-commercial
0% ($0)
development that does not $250 100% ($250)
involve the filling or
excavation of any wetlands
or o en water areas:
II. Public or commercial
development that does not
$400
100% ($400)
0% ($0)
involve the filling or
excavation of any wetlands
or o en water areas:
III. For development that
involves the filling andlor ~ '
excavation of up to 1 acre
of wetlands and/or open
water areas, determine if A,
B, C, or D below a lies:
III(A). For Private non-
commercial development, if
$250
100% ($250) 0% $0
( )
`"
General Water Quality
_. Certification No. 3301 (see ~ ~ ~ ~ '~
attached can be a lied:
III(B). For public or
commercial development, if
$400
100% ($400)
0% ($0)
General Water Quality
Certification No. 3301 (see
attached can be a lied:

III(C). If General Water
Quality Certification No.
$400
60% ($240) 40% $160
( )
3301 (see attached) could
be applied, but DCM staff
determined that additional
review and written DWQ
concurrence is needed
because of concerns
related to water quality or
a vatic life:

III(D). If General Water
Quality Certification No.
$400
60% ($240)
40% ($160)
3301 (see attached) cannot
be a lied:
IV. For development that
involves the filling andlor
$475
60% ($285)
40% ($190)
excavation of more than
one acre of wetlands and/or
o en water areas:

:.
Manns Harbor Boating Access Area
Renovation Project
CAMA Narrative -Permit Application Drawings da
RECEIV°ED
~,: .; .
COA~~TAL P~IIANAGEMENT
;i~n~~-!?FIBETH CITY
NCWRC proposes the renovation of the Manns Harbor Boating Access
Area in Dare County. NCWRC acquired the property through WAMI funds that
were applied for by Dare County. The site is currently operating as a public
boating and commercial boating/docking facility. The property was previously
owned by Outdoor Properties LLC and acondo/townhouse development named
Harbor Pointe had been planned in 2007 but never constructed. Another known
past use of the site was a hotel.
The site is just west of the US 264 Bridge in Manns Harbor. The site is on
the Croatan Sound on a manmade basin and accesses Croatan Sound by an
existing access channel. The basin was constructed sometime between 1961
and 1966 (see enclosed older NOAA Navigation Charts). The existing site has 2
boat ramps that are in very poor condition, large gravel parking areas, 24
perpendicular marina slips, a large amount of docks parallel to the shoreline
(many of which are broken and in unusable condition), and bulkheads along a
large portion of the shoreline. A concrete block area is next to the ramp area
was previously the location of fuel tanks.
The existing use of the site is a mix of commercial fishing and recreational
boaters. Parking is undelineated and many commercial users leave equipment
and trailers wherever desired. The parking lot is very flat and low and floods
frequently. None of the existing facilities are ADA-compliant.
Wetlands exist on the site. Wetlands were delineated by both DCM and
USACE staff in January 2011. No impacts to wetlands are proposed as part of
this renovation. Some parking lot runoff from Phase 1 will sheetflow into the 404
wetland at the southeast corner of the property.
Existing water depths within the basin vary widely. There is a large hole
that is 30' deep. Depths not part of that hole are generally -4' - -6'. The mouth of
the basin heading out into Croatan Sound is shallower with depths being -2' - -3'
in some places. The access channel has been maintenance dredged multiple
times with permits on record back to 1974 and additional interior basin dredging
was also previously permitted (list enclosed as CAMA Application attachment).
At the channel marker in the sound depths are -6' or more. Off of the manmade
basin is a T-shaped manmade canal with depths about -1' - -2'. This basin also
has derelict docks along about half of its shoreline. Derelict docks and dock
remnants along shorelines are to be removed as part of the redevelopment.
In order to improve waterfront access to the boating public and preserve
the traditional use of the site by commercial fishing, NCWRC plans to redevelop
this site into 3 distinct areas. Phase 1 is a recreational boating area with 3
launch ramps, 80 vehicle/trailer parking spaces, new bulkhead and shoreline
docks, and leaving 22 of the perpendicular marina slips intact (decrease of 2
from 24 existing). None of the existing marina slip piles are proposed to be
replaced. Phase 2 is a commercial fishing area with 20'x20' storage spaces for
fishing gear and/or boat trailers, new shoreline bulkheads and docking, a drive-

up access to the shoreline docking, and a direct driveway to the ramp area.
Behind the drive-up lanes is a 38'x24' wood platform dock to allow room for
equipment and give access to adequate water depths. Proposed Phase 2
docking provides length for 10 parallel boat slips (same as 10 existing). Phase 3
is a kayak/small vessel launch area with single-car parking. All parking and
driveway areas would be asphalt. All proposed facilities will be ADA-compliant.
Due to existing flooding problems at this low-lying site, the upland
development involves raising the elevation of the parking lot. Fill material will
raise the site and be graded to form the parking lot subgrade. The parking lot will
be constructed of an 11" pavement structure - 8" ABC and 3" Asphalt.. A total of
7,345 yd3 of fill material will be used to construct the upland development. Of
that total, 2,700 yd3 will be subgrade fill and 4645 yd3 will be the 11"pavement
structure. The total fill proposed within the CAMA 75' AEC is 4,075 yd3. As a
subset of the AEC total, the total fill proposed within the CAMA 30' Buffer is 830
yd3. 3270 yd3 will be placed in the uplands area outside of the AEC.
Ramp construction will involve placing the rock ramp base, consisting of
rip rap and No. 57 stone, in place and then pushing concrete slabs into place
with a bulldozer. The rock ramp base will be constructed using an excavator
from dry ground. The excavator will place and prepare the rock ramp base to a
slope of 14%. Long-arm excavators with a reach of up to 75'-long can be rented
in addition to construction equipment already owned by NCWRC. The concrete
ramp slabs will be poured on high ground and pushed into place with a bulldozer
after the slabs have cured. Parts of the ramp above NWL will then be formed
and poured in place after the under-water portions are in place.
Due to the large percentage of the non-vegetated areas being gravel and
packed parking, this project is being proposed as a Stormwater Redevelopment
project. Of the proposed 129,201 ft2 of impervious surfaces, 122,102 ft2would be
asphalt.
NCWRC proposes to hydraulic dredge within the basin and the previously
maintained access channel out to the Channel Marker to a depth of -6'. Channel
Marker "2" has been in its current location since sometime between 1966 and
1970 (see enclosed old NOAA Navigation Charts). The proposed dredging will be
within the footprint of previously permitted maintenance dredging and within the
manmade basin. An EFH Assessment was submitted for review by NMFS as
supplement this permit application in regards to proposed maintenance dredging.
The EFH Consultation concluded this proposed project would have minimal
adverse effect on federally-managed EFH species. A copy of the EFH has been
included with this CAMA application packet for reference and also submitted
directly to US Army Corps of Engineers.
The grassed earth dike around the proposed .hydraulic dredge spoil area
will be constructed with bulldozers. The dikes will have a height of 4' and side
slopes of 3:1. The dike will be constructed of material on the site. Material will
be cleared of woody debris. Dikes will be constructed and compacted in 1' lifts.
Silt Fence will be placed around the area where earth dikes are to be built and
will remain in place around the diked area during all dredging and dewatering
operations.

9
ACM M!-1
RECEIVED

~p~~~~N ~r APR 15 ZOi1
~~0~ D~lopm8~ ~~~ COASTAL MANAGEMENT
ELIZABETH CITY
(last revised 12/27/06)
North Carolina DIVISION OF COASTAL MANAGEMENT
1. Primary Applicant/Landowner Information
Business Name Project Name (if applicable)
Nc Wildlife Resources Commission Manns Harbor Boating Access Area
Applicant 1: First Name MI Last Name
Sara J Sherman
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
172 Mail Service Center Raleigh NC
ZIP Country Phone No. FAX No.
27699 USA 919 -.707 - 0164 ext. 919 - 707 - 0162
Street Address (if different from above) City State ZIP
1751 Varsity Cr Raleigh NC 27606-
Email
[e-mail]
2. AgenbContractorlnformation
Business Name
N/A
AgenU Contractor 1: First Name MI Last Name
AgenU Contractor 2: First Name MI Last Name
Mailing Address PO Box City State
ZIP Phone No. 1
-
- ext. Phone No. 2
- - ext.
FAX No,
~. Contractor #
Street Address (if different from above) City State ZIP
Email
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252-808-2808 :: 1-888-4RCOAST :: www.nccoastalmanagement.net

Form DCM MP-1 (Page 2 of 4}
Rt(;tlVtu
APR 1 5 2011
APPLICATION for
Major Development Permit
3. ` Project Location NAGEMENT
County (can be multiple) Street Address ELIZABETH Ct State Rd. #
Dare 5227 US 264/64 US 264
Subdivision Name City State Zip
N/A Manns Harbor NC 27953 -
Phone No. Lot No.(s) (if many, attach additional page with list)
N/A - - ext. N/A, ,
a. In which NC river basin is the project located? b. Name of body of water nearest to proposed project
Pasquotank Croatan Sound & Manmade basin
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 Croatan 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.
Dare County
4. Site Description
a. Total length of shoreline on the tract (ft.) b. Size of entire tract (sq.ft.)
3770' 11.83 acres
c. Size of individual lot(s) d. Approximate elevation of tract above NHW (normal high water) or
NWL (normal water level)
N/A,
(If many lot sizes, please attach additional page with a list) 3' ^NHW or ®NWL
e. Vegetation on tract
A large portion of the property is coastal wetlands. Coastal wetlands are also present on un-stabilized shorelines in
developed areas. Unmowed grassy areas exist near the manmade canal. Some grassy areas are mixed into the gravel
parking areas.
f. Man-made features and uses now on tract
2 boat ramps (poor condition), wood bulkheads and docks that are broken in many locations, large gravel parking areas.
g. Identify and describe the existing land uses adiacent to the proposed project site.
US 264 Bridge and Warehouse
h. How does local government zone the tract? i. Is the proposed project consistent with the applicable zoning?
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. Has a professional archaeological assessment been done for the tract? If yes, attach a copy. ^Yes ®No ^NA
If yes, by whom? N/A
I. Is the proposed project located in a National Registered Historic District or does it involve a ^Yes ®No ^NA
National Register listed or eligible property?
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Form DCM MP-1 (Page 3 of 4)
RECEIVED
APR 1 5 %~ii
APPLICATION for
Major Development Permit
m. (i) Are there wetlands on the site? ®Yes ^No
COASTAL MANAGEMENT
(ii) Are there coastal wetlands on the site? ELIZABETH CITY ®Yes ^No
(iii) If yes to either (i) or (ii) above, has a delineation been conducted? ®Yes ^No
(Attach documentation, if available)
n. Describe existing wastewater treatment facilities.
None.
o. Describe existing drinking water supply source.
None.
p. Describe existing storm water management or treatment systems.
None. Site floods easily. Stormwater runoff sheetflows into basin or puddles in uneven gravel parking lot.
5. Activities and Impacts
a. Will the project be for commercial, public, or private use? ^Commercial ®PubliGGovernment
^Private/Community
b. Give a brief description of purpose, use, and daily operations of the project when complete.
Site will provide free boating access to commercial and recreational boaters to reach Croatan Sound. Site will be open 24/7
to the public. Upland areas will include parking for vehicles and trailers and parking and gear storage for commercial fishing
boats.
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.
Proposed dredging will be hydraulic dredging. Dredge spoil will be dewatered on bermed area on site and will adhere to all
CAMA regulations. Ramps will be poured on high ground and pushed into place with bulldozer. Vinyl sheetpiling bulkheads
and piles will be installed with vibratory hammer. Other equipment to be used will include backhoe, excavator, and
dumptrucks. Equipment will be stored on site.
d. List all development activities you propose.
Maintenance dredging of access channel to Croatan Sound, new vinyl bulkheads, 3 new concrete boat ramps, 2 new floating
docks, wood docks along some shoreline, asphalt parking lots, sandy kayak launch w/floating dock, and 2 driveways onto
U S 264.
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? 5 ^Sq.Ft or ®Acres
g. Will the proposed project encroach on any public easement, public accessway or other area ®Yes ^No ^NA
that the public has established use of?
h. Describe location and type of existing and proposed discharges to waters of the state.
Only discharge from site will be rainfall runoff. Runoff will be directed into landscaping areas and ditches and allowed to
infiltrate or sheetflow into the Croatan Sound basin.
i. WiII wastewater or stormwater be discharged into a wetland? Yes ~'No ^NA
If yes, will this discharged water be of the same salinity as the receiving water? ^Yes ~No '~NA ~ ~~~~~
j. Is there any mitigation proposed? ^Yes ®No ^NA
If yes, attach a mitigation proposal.
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Form DCM MP-1 (Page 4 of 4)
APPLICATION for
Major Development Permit
6-= Additional.Information
In addition to this completed application form, (MP-1) the following items below, if applicable,. must be submitted in order for the application
package to be complete. Items (a) - (t) 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 narratiJa;`.
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 propose?!`-
c. A site or location map that is sufficiently detailed to guide agency personnel unfamiliar with the area to the site.
d. A copy of the deed (with state application only) or other instrument under which the applicant claims title to the affected properti
e. The appropriate application fee. Check or money order made payable to DEI~R`~ ~ fvo~ ~ ~~ ~ r
f. A list of the names and complete addresses of the adjacent waterfront (riparian) landowners and signed return rece~s 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 Sidney Donald Jones Phone No.
Address 5700 Belle Ave, Winston Salem, NC 27105.
Name NCDOT--Division 1 District 1, Attn: Gretchen Byrum, PE Phone No. 252-331-4737
Address 1929 North Road St, Elizabeth City, NC 27909
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.
see attached list provided by NCDCION
h. Signed consultant or agent authorization form, if applicable.
i. Wetland delineation, if necessary. 1Ct151~~5
j. A signed AEC hazard notice for projects in oceanfront and inlet areas. (Must be signed by property owner) ~ /
k. A statement of compliance with the N.C. Environmental Policy Act (N.C.G.S. 113A 1-10), if necessary. If the project involves expe iture
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 l 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 ~ ~ ~~ I ~ Print Name _NCWRC, Sara Sherman
Signature
Please indicate application attachments pertaining to your proposed project.
®DCM MP-2 Excavation and Fill Information ODCM MP-5 Bridg
®DCM MP-3 Upland Development
®DCM MP-4 Structures Information
RECEIVED
APR 1 5 211
Iverts
COASTAL MANAGEMENT
ELIZABETH CITY
252-808-2808 .. 1-888-4RCOAST :: www.nccoastalmanagement.net

Form DCM MP-2
EXCAVATION and FILL
(Except for bridges and culverts)
RECEfVED
APR 1 5 ~"~i~
COASTAL MANAGEMENT
ELIZABETH CITY
Attach this form to Joint Application for CAMA Major Permit, Form DCM MP-1. Be p e e a o er sections of the Joint
Application that relate to this proposed project. Please include all supplemental information.
Describe below the purpose of proposed excavation and/or fill activities. All values should be given in feet.
Access Other
Channel
(NLW or Canal Boat Basin Boat Ramp Rock Groin Rock
Breakwater (excluding
shoreline
NWL stabilization
3 concrete
boat ramps
Length 1100' N/A N/A @ 71'. N/A N/A N/A
1 sand kayak
launch @ 36'
Width 30' 15' each (all
4)
boat ramps=
Avg. Existing
-3' NWL -3' NWL,
-kayak
NA
NA
Depth launch=
-1' NWL
boat ramps =
Final Project _ti' NWL -5' NWL, NA NA
Depth kayak launch
_ -1' NWL
1. EXCAVATION ^This section not appiicable
a. Amount of material to be excavated from below NHW or NWL in b. Type of material to be excavated.
cubic yards. existing concrete/gravel ramps and base. Mixture of sandy
3516 cubic yards (3275 channel maintenance dredging, 236 boat and mucky soils for dredging.
ramp construction, 5 kayak launch)
c. (i) Does the area to be excavated include coastal wetlands/marsh
(CW), submerged aquatic vegetation (SAV7, shell bottom (SB),
or other wetlands (WL)? If any boxes are checked, provide the
number of square feet affected.
d. High-ground excavation in cubic yards.
156 cubic yards (6 kayak launch, 150 boat ramps)
^CW ^SAV ^SB
^WL ®None
(ii) Describe the purpose of the excavation in these areas:
N/A
2. DISPOSAL OF EXCAVATED MATERIAL ^This section not applicable'
a. Location of disposal area. b. Dimensions of disposal area.
Dredge Spoils will be temporary spoiled and de-watered 135' x 400'
on-site. Suitable material will remain on-site and used as
backfill. Unsuitable material will be hauled to East Lake
Landfill.
252-808-2808 :: 1-888-4RCOAST :: www.nccoastalmanaaement.net revised: 12!26!06

Form ®CM MP-2 (Excavation and Fill, Page 2 of 3)
` c. (i) Do you claim title to disposal area?
^Yes ®No ^NA
(ii) If no, attach a letter granting permission from the owne\'
d. (i) Will a disposal area be available for future maintenance?
^Yes ®No ^NA
(ii) If yes, where?
Unsuitable backfill material will be hauled to East Lake
Landfill
e. (i) Does the disposal area include any coastal wetlands/marsh f. (i) Does the disposal include any area in the water?
(CW), submerged aquatic vegetation (SAV), shell bottom (SB), ^Yes ®No ^NA
or other wetlands (V11L)? If any boxes are checked, provide the (ii) If yes, how much water area is affected?"
number of square feet affected.
^CW ^SAV ^SB N/A
^WL ®None
(ii) Describe the purpose of disposal in these areas:
N/A
a. Type of shoreline stabilization:
®Bulkhead ^Riprap ^Breakwater/Sill ^Other:
c. Average distance waterward of NHW or NWL: 1'. All bulkhead will
be placed directly in front of existing bulkhead and will not require
backfill below NWL.
e. Type of stabilization material:
Vinyl Sheetpiling
g. Number of square feet of fill to be placed below water level.
Bulkhead backfill 1890 soft Riprap
Breakwater/Si I I Other
i. Source of fill material.
Quarry
b. Lengtn: S4U' total tnrougnoui S¢e ITV i rnase i o0o rnasa ci
Width: 1'
d. Maximum distance waterward of NHW or NWL: 1'
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.
N/A
h. Type of fill material.
No. 57 Stone. Bulkhead will require approx. 200 cubic yards of
stone backfill
4. OTHER-FILL ACTIVITIES ^This section not applicable
(Excluding Shoreline Stabilization)
r~ w~ii fu material be brought to the site? ®Yes ^No ^NA b. (i) WiII fill material be placed in coastal wetlands/marsh (CW),
If yes,
(ii) Amount of material to be placed in the water 175 cubic
yards
(iii) Dimensions of fill area 4 000 sa ft ramp fill area
(iv) Purpose of fill
Above NWL, ramp construction will consist of 150 cubic
yards of cut and 538 cubic yards of fill. Below NWL, ramp
construction will consist of 236 cubic yards of cut and 175
cubic yards fo fill. Of the fill below NWL, 96 cubic yards will
be rock ramp base that wil be placed with an excavator on
high ground. Additional fill below NWL will be concrete
slabs that will be poured on high ground and pushed onto
the graded rock base with a bulldozer.
submerged aquatc vegeraton tarry/, sneu oouom ~ao~, ~~
other wetlands (WL)? If any boxes are checked, provide the
number of square feet affected.
^CW ^SAV ^SB
^WL ®None
(ii) Describe the purpose of the fill in these areas:
N/A
APR 1 5 ~~l
ELIZABETH CITY
252-808-2808 :: 1-888-4RCOAST :: www nccoastalmanaaement.net revised: 12!26/06

FOrm ®Ci1i1 MP-2 (Excavation and Fill, Page 3 of 3)
5. GENERAL
a. How will excavated or fill material be kept on site and erosion
controlled?
Earth, grass-stabilized berms will contain dredge spoils while de-
watering. Silt fence will be used as needed for upland
development.
b. What type of construction equipment will be used (e.g., dragline,
backhoe, or hydraulic dredge)?
Hydraulic dredge, backhoe, excavator, vibratory hammer,
bulldozers, dump trucks.
c. (i) WiII navigational aids be required as a result of the project?
®Yes ^No ^NA
(ii) If yes, explain what type and how they will be implemented.
10 Channel Marker Buoys (5 Red/Green pairs) are proposed
along existing access channel into Croatan Sound
d. (i) Will wetlands be crossed in transporting equipment to project
site? ^Yes ®No ^NA
(ii) If yes, explain steps that will be taken to avoid or minimize
environmental impacts.
N/A
Date
Manns Harbor BAA
Project Name
NCWRC, Sara Sherman
Applicant Name
App nt Sign e
RECEI~/ED
APR 1 5 rill
COASTAL MANAGEMENT
ELIZABETH CITY _
252-808-2808 :: 1-8$8-4RCOQST :: v~rww.nccoastalmanawement.net revised: 12/26/06

Form DCM MP-3
UPLAND DEVELOPMENT
(Construction and/or 14and disturbing activities)
RECEIi/ED
ASR 15 :~~?1
COASTAL MANAGEMENT
ELIZABETH CITY
Attach this form to Joint Application for CAMA Major Permit, Form DCM MP-1. Be sure to ci
Application that relate to this proposed project. Please include all supplemental information.
GENERAL UPLAND DEVELOPMENT
a. Type and number of buildings, facilities, units or structures b. Number of lots or parcels.
proposed. ~
3 parking lot areas, motor boat ramp area with 3 ramps & 2
docks, kayak launch area with 1 sandy launch and dock
c. Density (give the number of residential units and the units per
acre).
N/A
e. If the proposed project will disturb more than one acre of land, the
Division of Land Resources must receive an erosion and
sedimentation control plan at least 30 days before land-disturbing
activity begins.
(i) If applicable, has a sedimentation and erosion control plan been
submitted to the Division of Land Resources?
^Yes ®No ^NA
d. Size of area to be graded, filled, or disturbed including roads,
ditches, etc.
5 acres
f. List the materials (such as marl, paver stone, asphalt, or concrete)
to be used for impervious surfaces.
Concrete ramps for motoroboats, sand launch ramp for
kayaks, asphalt parking areas.
(ii) If yes, list the date submitted: Are being submitted
concurrently with this application.
g. Give the percentage of the tract within the coastal shoreline AEC to
be covered by impervious and/or built-upon surfaces, such as
pavement, building, rooftops, or to be used for vehicular driveways
or parking.
10.3% (reduction of 19.3%)
h. Projects that require a CAMA Major Development Permit may also
require a Stormwater Certification.
(i) Has a site development plan been submitted to the Division of
Water Quality for review?
®Yes ^No ^NA
i. Give the percentage of the entire tract to be covered by impervious
and/or built-upon surfaces, such as pavement, building, rooftops,
or to be used for vehiculardriveways or parking.
(ii) If yes, list the date submitted: 3/30/2011
37.2% (reduction of 7.6%)
j. Describe proposed method of sewage disposal.
None.
k. Have the facilities described in Item (i) received state or local
approval?
^Yes ^No ®NA
If yes, attach appropriate documentation.
I. Describe location and type of proposed discharges to waters of the m. Does the proposed project include an innovative stormwater
state (e.g., surface runoff, sanitary wastewater, industriaV design?
commercial effluent, "wash down" and residential discharges). ^Yes ®No ^NA
Only discharge will be stormwater runoff. Some runoff wil If yes, attach appropriate documentation:
sheetflow into manmade Croatan Sound basin.
252-808-28t?82 :: 1-888-4RCOAST :: www.nccoastalmanagement.net revised: 12126/06

Folrm ®CM M~-3 (Upland Development, Page 2 of 2~
m. Describe proposed drinking water supply source (e.g., well,
community, public system, etc.)
None.
n. (i) WiII water be impounded? ^Yes ®No ^NA
(ii) If yes, how many acres?
o. When was the lot(s) platted and recorded? p. If proposed development is a subdivision, will additional utilities be
Deeded to NCWRC in 2009. Book 1796 Page 151 installed for this upland development?
^Yes ^No ®NA
i~~~c~ l ~
Date
Manns Harbor BAA
Project Name
NCWRC, Sara Sherman
Applicant Name
Ap nt Sign u
RECEIVED
,~1~ it ~ ~ ~~~ d
COASTAL MANAGEMENT
ELIZA6ETH CITY
252-808-2808 :: 1-888-4RCOAST e: www.nccoastalmanauement.net revised: 12/26!06

RECEIVED
Form DCM MP-4
STRUCTURES ~ A~~ ' ~ ~^'`
(Construction within Public Trust Areas) COASTAL MANAGEMENT
ELIZA6ETH CITY
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.
7. DOCK/NG FACILITY/MARINA CHARACTERISTICS ^This section not applicable
a. (i) Is the docking facility/marina: b. (i) Will the facility be open to the general public?
®Commercial ®PubliGGovernment ^Private/Community ®Yes ^No
c. (i) Dock(s) and/or pier(s)
(ii) Number 5~ ramps, 1(a~kayak launch, 2 shoreline
docks
(iii) Length 2(a~60'(boat ramps), 1(c~29T (Phase1
shoreline). 10303' (Phase2 shoreline), 1(a~16' (kayak
launch
(iv) Width ~ 8' (boat ramps), 3 Ca~6' (kayak launch and
shorelines)
(v) Floating ®Yes ®No
d. (i) Are Finger Piers included? ^Yes ®No
If yes:
(ii) Number
(iii) Length
(iv) Width
(v) Floating ^Yes ^No
e. (i) Are Platforms included? ®Yes ^No
If yes:
(ii) Number 2. 1 kayak launch L-dock/attachment & 1
platform dock behind loading/unloading lanes
(iii) Length Kayak Launch-20' floating dock w/ 12.4' ADA
attachment. Loading/Unloading Platform-24' 18' is
beyond NWL)
(iv) Width Kayak Launch-ti' floating dock w/ 5' ADA
attachment. Loading/Unloading Platform - 38'
(v) Floating ®Yes ®No
Note: Roofed areas are calculated from dripline dimensions
f. (i) Are Boatlifts included? ^Yes ®No
If yes:
(ii) Number
(iii) Length
(iv) Width
g. (i) Number of slips proposed h~
32 (22 perpendicular slips Phase 1, 10 parallel spaces
Phase 2
(ii) Number of slips existing
34 (24 perpendicular docking length for 10 parallel spaces)
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:
Check all the types of services to be provided.
^ Full service, including travel lift and/or rail, repair or
maintenance service
^ Dockage, fuel, and marine supplies
® Dockage ('tivet slips") only, number of slips: 32
^ Dry storage; number of boats:
® Boat ramp(s); number of boat ramps: 3 motor boat ramps
(+1 sandy kayak launch)
^ Other, please describe:
Describe the typical boats to be served (e.g., open runabout,
charter boats, sail boats, mixed types).
Mix of recreational and commercial motor boats will use
concrete ramps. Additionally. small vessels such as
kayaks and canoes will use sandy launch.
252-808-2808 :: ~-888-4RCOAST :: www.nccoastalmanagement.net revised: 12/27/06

FOrm ®CM MP-4 (Strictures, Page 2 of 4)
k. Typical boat length: 20-25'
m. (i) Will the facility have tie pilings?
^Yes ®No
(ii) If yes number of tie pilings?
I. (i) Will the facility be open to the general public?
®Yes ^No
2. DOCKING' FACILITY/MARINA OPERATIONS pThis. section not applicable
a. Check each of the following sanitary facilities that will be included in the proposed project. ((~~[ II~ /[[
^ Office Toilets R L V C I V C D
^ Toilets for patrons; Number: 0; Location: N/A
^ Showers n
~i ~ -„~~
^ Boatholding tank pumpout; Give type and location: None. "'
b. Describe treatment type and disposal location for all sanitary wastewater. COASTAL MANAGEMENT
None. No running water/sewer facilities are proposed. ELIZABETH CITY
c. Describe the disposal of solid waste, fish offal and trash.
No fish cleaning stations will be provided. No on-site trash cans will be provided. Litter removal will be performed by NCWRC
staff on regular intervals.
d. How will overboard discharge of sewage from boats be controlled?
Not permitted.
e. (i) Give the location and number of "No Sewage Discharge" signs proposed.
2. At shoreline docks of Phase 1 and Phase 2 areas.
(ii) Give the location and number of "Pumpout Available" signs proposed.
2. At shoreline docks of Phase 1 and Phase 2 areas. Will identify closest pumpout station.
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. 10 channel markers (5 red/green pairs)
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?
Live-aboard dockage will not be permitted. Transient docking will be limited to 48 hours.
252-808-2$08 :: 1-888-4RCOAST :: www.nccoastalmanagement.net revised: 12/27/06

Form DCM MP-4 (Structures, Page 3 of 4)
k. Describe design measures that promote boat basin flushing?
N/A
I. If this project is an expansion of an existing marina, what types of services are currently provided?
There are currently 2 boat ramps and docking and parallel slips for up to 34 boats. Completed facility will have 3 boat ramps,
docking and parallel slips for up to 32 boats, and a new kayak/small vessel launch and ADA launch dock. Parking areas will
consist of vehicle/trailer parking and gear/vehicle storage for commercial fishing boats.
m
n.
o.
p. Is the proposed marina/docking facility located within or within close proximity to any shellfish leases? ^Yes ®f~o I
If yes, give the name and address of the leaseholder(s), and give the proximity to the lease. I +~~~ ~ ~ `'`~~
COASTAL MAPJ
r„-
3. BOATHOUSE (inciuding covered lifts) ®This section not applicable
a. (i) Is the boathouse structure(s):
^Commercial ^PublicJGovernment ^Private/Community
(ii) Number
(iii) Length
(iv) Width
Note: Roofed areas are calculated from dripline dimensions.
4. GROIN (e.g., wood, sheetpile, etc. if a rock groin, use MP-2, Excavation and Fill.) ®This section not applicable `
a. (i) Number
(ii) Length
(iii) Width
®This section not applicable.:.
5. BREAKWATER (e.g., wood,:. sheetpile, etc.)
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 applicabte
Is the marina/docking facility proposed within a primary or secondary nursery area?
^Yes ®No
Is the marina/docking facility proposed within or adjacent to any shellfish harvesting area?
^Yes ®No
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 R ((~~ c [ n
^WL ®None .` ' !E4/CIVEi~J
a. Is the structure(s): b~ Number
^Commercial ^Public/Government ^Private/Community
252-808-2808 :: 1-888-4RCOAST :: www nccoastalmanaaement.net revised: 12127/06

° Form DCM MP-4 (Structures, Page 4 of 4)
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
288'
d. Description of buoy (color, inscription, size, anchor, etc.)
b. Proximity of structure(s) to adjacent docking facilities.
347'
Note: For buoy or mooring piling, use arc of swing including length
of vessel.
c. Width of water body
Basin width at ramps = 375'
d. Water depth at waterward end of structure at NLW or NWL
-5'
e. (i) Will navigational aids be required as a result of the project?
®Yes ^No ^NA
(ii) If yes, explain what type and how they will be implemented.
10 Navigational Buoys (5 Red/Green pairs) are proposed
on the existing access channel to Croatan Sound
8. OTHER ®This secfion not applicable
a. Give complete description:
N/A
~~ ~,~Q11
Date
Manns Harbor BAA
Project Name
NCWRC, Sara Sherman
Applicant Name
_.~-f
Ap nt Sig re
RECEIVE`p
,~ i
~~~ ~ ~~
COASTAL MANAGEMENT
--. EL~IZq_gETh CITY
252-808-2808 :: 1-888-4RCOAST :: www.nccoastalmanagement.net revised: 12/27/06

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Manns Harbor Marina Site History
Permit and site history from the Coastal Management files
RECE11~'ED
~~;
COASTAL N1ANAGEIVIENT
ELISABETH CITY
The earliest information that we have in the office is from 1974. Prior to that the site consisted of an at
least partially man-made marina basin approximately 1100 ft x 400 ft wide, a 50ft wide access channel
to the sound, piers, boat ramp, a motel , and a bait and tackle shop. The property has been used for
spoil disposal several times in the past. A dock system for approximately 70 boats existed atone time
(2001 field report).
0 5/19/70 -Marion Poythress D & F # 166-70 & D & F 528-71 No details on these.
03/18/74 -Marion Poythress D & F # 44-74 for dredging of a 900 ft access channel to a depth of -9 ft
removing approximately 12,000 cubic yards of material and disposing of it on site. It was considered
maintenance dredging. A site plan shows the existing depth in the basin to be around -20 ft.
02/6/01-Wade White GP A26866 Maintenance excavation of canal to sound -4 ft deep, 20 ft wide, 600
ft long and bulkhead replacement 313 ft.
10/16/01- Wade White dba Manns Harbor Marina Major Permit # 130-01-Authorized 24 boat slips,
removal of existing bulkhead (767 If) and dock(827 If), construction of new bulkhead (459 If) and dock
(452 If) 5,110 sq ft of area dredged near shoreline in area of docks to no greater than - 7 ft depth, and
fill in of existing canal.
01/29/04 -Ocean Sound, LLC GP A36500 -Maintenance excavation within canal 300' x 30' to -6'.
3/8/05- Transfer of Major Permit #130-01 from Wade White to Ocean Sound LLC

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~~~Y OFD
~,s,e • 9~~ COU1`ITY OF' DARE
" ~ ' P.O. Box 1000, Manteo, North Carolina 27954
~0 ~P
NTH CAR~~\
`'~ 4
c
~~ 4 r
April 11, 2011
..
NCWRC
[phone]
RECEIVED
;~a''
COASTAL MANAGEMENT
ELIZABETH CITY
Division of Engineering Services, Sara Sherman, PE
1720 Mail Service Center
Raleigh, NC 27699
Dear Ms. Sherman,
Dare County Public Works will accept your dewatered dredge spoil material from your project at
the boat ramp in Manns Harbor. This material will be accepted at our C&D Landfill which is
located on Hwy 264, Manns Harbor, NC.
Please feel free to contact me should you have any questions or concerns. [phone]
~`
~a ~ ,
Edward Mann, Dare County Public Works Director
LAND OF BEGINNINGS

NCEPA Statement of Compliance
The proposed improvements to Manns Harbor Boating Access Area involve
public funds and public land. The project does not significantly affect the quality
of the environment as land use will remain the same. The project is in
compliance with the North Carolina Environmental Policy Act per N.C.G.S. 113A
1-10.
RECEIVED
COASTAL MANAGEMENT
ELIZABETH CITY

Essential Fish Habitat Assessment
Proposed Manns Harbor Boating Access Area Renovation
Manns Harbor, Dare County, NC
March 25, 2011 RECEIVED
Prepared By:
Sara Sherman
NC Wildlife Resources Commission ~;~~€
Division of Engineering Services
1720 Mail Service Center COASTAL MANAGEMENT
Raleigh, NC 27699 ELIZABETH CITY
Project Purpose
The purpose of the proposed project is to enhance existing boating access
in Manns Harbor, Dare County, NC for commercial and recreational boaters.
The North Carolina Wildlife Resources Commission (NCWRC) provides free
boating access areas statewide at over 200 locations. NCWRC's network of
public boating access areas are constructed, operated, and maintained with
funds received from annual motorboat registration frees. There is a statewide
effort to reduce the loss of public access to coastal waterways because of private
development. The State of North Carolina's efforts to improve and secure public
water access were again reaffirmed in 2007 with the creation of the Waterfront
Access and Marine Industry (WAMI) Fund. The fund's creation affirms the
statewide interest to "acquire waterfront properties or develop facilities to provide,
improve, or develop public and commercial waterfront access." This project
property was purchased with.WAMI funds to preserve the existing traditional use
of access by commercial and recreational boaters and subsequently received an
additional WAMI construction grant to be used after a project redevelopment plan
has received all necessary permits and approvals.
Project Description
Manns Harbor, NC is a small town in northeastern NC. It is in mainland
Dare County. The project site is located on US 264 just west of the old US 64
bridge.
The project site property has been previously developed and used as a
dredge spoil disposal site. At this time it is majority unorganized gravel parking.
There are 2 existing boat ramps in poor condition. Bulkheads, which are broken
in many locations, stabilize a majority of the shorelines. Coastal and 404
wetlands exist on the property at locations where there are no bulkheads and at
areas that were not previously filled or developed. Traditional users of the site
are commercial and recreational boaters. None of the existing facilities are ADA-
Accessible. Existing site conditions are shown below.
Manns Harbor BAA EFH Assessment, Page 1

Manns Harbor Project Existing Conditions
x~ tom.' r ,---~-'f _~r-'""'__.! ~i R "
. ti fs 1, 1 _ o
,. .. ~iF _":.. ~ ." ~ Graff
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The project site is on a manmade basin off of Croatan Sound. Croatan
Sound is driven by wind tides at this location. During sustained wind events,
water levels can rise over 2' above the normal water level. The basin was
created in the early 1960s and its creation is documented below from old NOAH
navigation charts.
NOAH Navigation Chart -1961 _

r' ~
, !
.

3~~~ Project
Evocation in ~
~~;~ ,~~.- ~
~~ 8
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1'6~~. 19ti1: basin ~ ~ E~s ds~r. ifs?t
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Not Created ~
~ i ~ ~ r
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Manns Harbor BAA EFH Assessment, Page 2

NOAH Navigation Chart - 1966 _+ ~ _s,,.~, # f ~ ,~ .,
~~ :' , ! •~' c~~~~ 3 . cam' 42 7
~~\ '`• n~ ys. Eby ~ortl-w+a>s# Pt
Reeds fit. -' 8 `~'~ ~~`, is
' g ~. • i S t tit 1N,eir fit.
{~ #
,.
Project
Location in s ~~, ,,,,, ~ '~ _• a '3`-- i~ ~
1Q66: Basin t k FI~15+t ~' •;~.~.'~"s~~~r~`•~.; 9
Crea#ed s
~ ~~ ~ i 9~`~ ~ t s ' 9
9 ' g ~'`•. ' ~ `~
Ft ,,fir 7 ~~"11'
~ B 7 nircrac t>in~
`ttt1,,,~1,t~~t,tt~tr„f,rr~fi~fil~,~~ IVste~n'i,7 6 6; .~~~4`~~~~ ~`.
t t a~
Cy ~~`~r ~!-fbOF ~ 7 1 ~
~tl,tiltl`#itif ~f ~ «f~/f ~t ~l~ ~ ~'~i ~~
i~'~;~ ~t t t ~ t ~~/t' ff j~ f ~,~~„ Fled,*lr-~c~od Pt. ~l ~':
Y~',y rkET~ ~ ,~ ~fftf li, °i~ ~ ~ ~'t (~ 9 '~1~'°13s
~'~ 1 fir. ~'!. % ~ - ..
An access channel from the basin into Croatan Sound has been
maintained since the basin creation. Old CAMA Permits issued by NC Division
of Coastal Management (NCDCM) •document maintenance dredging of the
channel in 1974, 2001, and 2004. In 2001 additional interior dredging within the
manmade basin was also permitted to a depth of -7'.
Submerged land of the manmade basin and access channel is almost
entirely designated by NC Division of Marine Fishers (NCDMF) as "without shell."
Mapping categories found at the project site include D-Subtidal Soft Non-
vegetated w/o Shell, X-Intertidal Hard Non-vegetated w/o Shell, H-Subtidal
Firm Non-vegetated w/o Shell, and L-Subtidal Hard Non-vegetated w/o Shell. A
small shoreline along a wetland portion of the property is designed as "Shell„ and
is mapped as W-Intertidal Hard Non-vegetated Shell but in the summer of 2010
NCWRC staff did not observe existing oyster beds at that location. The
manmade basin is designated as a Prohibited Shellfish Harvesting Area by
NCDMF.
Mazms Hazbor BAA EFH Assessment, Page 3

NCDMF Shed Bottom Map for Project Area
QMF MAPPING PROGRAM
Legend
A- S+~tadte SoR'Jegetated Sitrl
~ 3 -Sub: dal SaR `degetated wfo S;r-Ef
)~ C - Su2rtldal SoR Nan-wgetatetl SheO ,
D - Subtltlal SoR Nott-vegecxL~d vnb shcl
~ ~ - Subadat Film `legetated Shest
I F - Subddal Firm b~egetaxd wo Shell
~ 6 - Subtidal Finn Non-vegetated Shed
~ M • Sulatu.+al Firm Non-vegeta[ed w.W SMH
~ t - Subtti.".al >iard 4'egetated SheO
J - Sutttidak bard Vegetated wto She®
~ K - Subtsdal Marl Non-vegetated StteO
L - Sub6daR Hard Non-vegetated wFO Shell
SA - TnteNdat SoR Vegetated Sleep
N - lntertldAt $Oft'Jegetated w?o Shell
~ O - lnterUtlal Soft Non-vegetated Stxtl
~ ~- Intertidot Soft Non-vegetated w..+o ShNI
O -lntertidat Firm'Jegetated Shep
~ it - httettidd Fimt `iegelated vdo Shell
~ S -intertidal Fimt Non-vegetated SheN
7 • Intettitlai Firm Non-vegetated wFo She9
~ U - Intertidat Marl Vegetated She>f
V • Intertidal liard'Jegetaxd w!o SFtell
W -lnter6dal Mard Non-vegetated Shell
X • fntertidal Hard Non-vegetated wfo SheIF
Not Ma9Ded
NC DMF MAPPING PROGRAM
SHELLFISH MAPPING PROGRAM DATA
Area: N041 AND N077
Year Mapped: FEBRUARY 2006
0.08 0.03 0 0.06 Miles '~
A
Map 5, Area H-2)
NCWRC proposes to renovate the site to provide better water access to
the traditional users of the site and to enhance waterfront access to North
Carolina's boating public. The scope of the renovation includes 3 new boat
ramps that meet accepted design standards, floating docks between the ramps
to aid in launching and retrieving of boats, replacement of existing bulkheads and
Manna Harbor BAA EFH Assessment, Page 4

shoreline docks, a sandy kayak launch with floating dock, and maintenance
dredging of the existing access channel to a depth of -6'. All proposed facilities
will be ADA-Accessible.
The upland development will consist of 3 distinct use areas - a
vehicle/trailer parking lot for recreational boaters, ashort-term storage area for
commercial boaters and their gear, and asingle-car parking lot and sandy
kayak/small vessel launch. The proposed redevelopment site plan is shown
below. Due to existing flooding issues in the gravel parking areas, the proposed
parking lot elevations will be raised. No impacts to wetlands on the site are
proposed. No excavation in the basin for ramp construction will be necessary as
water depths are currently 5' or greater in ramp location. Maintenance dredging
of the access channel is proposed for a channel 30' in width and 1100' in length
resulting in a volume of 3275 cubic yards. The 1100' feet in channel length is
comprised of 900' of channel maintenance dredging that was previously done
under CAMA Permits an additional 200' of interior manmade basin dredging to
connect back to the existing -6' contour. The proposed dredging area is shown
below. All dredged material will be temporarily spoiled and de-watered on-site
outside of the 75' CAMA Area of Environmental Concern. Material that is
suitable fill will be used to construction parking lot subgrade. NCWRC has
coordinated with Dare County Public Works Department for material that is not
suitable backfill will be hauled to Dare County's East Lake Landfill.
Nanns Harbor BAA
al>:e nan
LL41N e _ _ K~~~~~K

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rvew owRneaus -~-- 3 New Concrete Ramps
aril Shorelines Docks Center 8'-wide Floating Docks
~ ~- ~~~ ~.... ~r
yytiia---• y _,~
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xoa~~y~0 ~ New Bulkheads-''--- ~ -
and Shorelines Docks ~
4
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Manns Harbor BAA EFH Assessment, Page 5

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Project Impact Assessment
The assessment area for this proposed project includes the upland
property owned by NCWRC, the manmade basin off of Croatan Sound, the
access channel in the Croatan Sound leading out to the existing "2" Channel
Marker.
This project is a proposed redevelopment of property that is already
developed and maintenance dredging of a channel and manmade basin .that
have been maintained consistently. In the summer of 2010 while conducting a
water depth survey by motorboat, NCWRC staff observed vegetation in the water
near the western shoreline of the property where there are not currently
bulkheads but did not observe any vegetation in the water in front of existing
bulkheads, ramps, or the access channel.
The proposed upland parking lots and driveways will reduce the overall
area of impervious surfaces at the site and create 30' vegetated areas between
non-water dependent impervious surfaces and the Croatan Sound basin.
Grassed depressions and landscaping elements are also incorporated into the
design at the recommendation of NC Division of Water Quality (NCDWQ}. This
project will require a Stormwater Permit Redevelopment Exemption from
NCDWQ.
Manns Harbor BAA EFH Assessment, Page 6

The proposed waterfront elements; bulkheads, shorelines docks, and boat
ramps; are all in locations that was previously been stabilized and excavated.
Derelict docks and bulkhead remnants will be removed from areas with coastal
wetlands and therefore no new impacts to wetlands or intertidal areas are
proposed. All waterfront development and development within NCDCM's 75'
Area of Environmental Concern will follow existing regulations and will require a
CAMA Major Permit.
The proposed dredging is entirely within the previously maintained
channel and the manmade basin. The widest permitted footprint of maintenance
dredging of the channel was 50'. The proposed footprint of maintenance
dredging for this project is 30'. NCWRC staff did not observe any vegetation in
the water within the proposed dredging area so no new impacts to Submerged
Aquatic Vegetation are proposed.
Direct impacts resulting from this project are expected to be minimal. Any
required in-water construction moratoriums designated in project permits will be
followed as will any permit requirements and recommendations for measures
such as turbidity curtains.
Essential Fish Habitat Designation
Essential Fish Habitat (EFH) is defined as "those waters and substrate
necessary to fish for spawning, breeding, feeding, or growth to maturity." In
North Carolina, EFH is designated by the South Atlantic Fisheries Management
Council (SAFMC) and Mid-Atlantic Fisheries Management Council (SAFMC) in
their Fisheries Management Plans (FMP).
EFH is found within Croatan Sound in North Carolina. The following chart
and accompanying legend list species that utilize EFH in Croatan Sound.
Manes Harbor BAA EFH Assessment, Page 7

SPECIES ANTICIPATED TO UTILIZE EFH {N CROATAN SOUND
Species Stage(s) of
Use Species Stage(s) of
Use
COASTAL
DEMERSALS SNAPPER/GROUPER~
Red Drum E L J A Black Sea Bass L J A
Bluefish J A Rock Sea Bass J
Summer Flounder LJA Gag J
INVERTEBRATES Lane Snapper J
Brown Shrimp LJA Gray Snapper J
Pink Shrimp LJA Blue Runner J
White Shrimp LJA Crevalle Jack J
COASTAL PELAGICS Atlantic Spadefish J
Cobia J A Sheepshead J A
King Mackerel J A
Spanish Mackerel J A
SHARKS
Spiny Dogfish J A
Smooth Dogfish J A
Small Coastal Sharks J A
Large Coastal Sharks J A
Sta a Ke
E E s
L Larval
J Juvenile
A Adult
The geographic areas designated as EFH by SAFMC and MAFNC are
listed in the table below.
Manes Harbor BAA EFH Assessment, Page 8

S.~F~tC
Esmmine areas
Estuarine Enter~ent R`etlands
EStnariFle S~ubSbnib ALauEro~es
Sutamtrged Aquaric F'egetation
fhster Reed and S1xlI Banks
Intertidal Flats
Palustrine Emergent and Forested FL'etLwds
agwtic Beds
Esttsatsne tF'ater Coltman
~Iatine areas
Li.•r.~IardbottonLs
Coral ~ Coral Reefs
aId1lCLil~Il~fatmlade Reefs
$af4ai5EYn
F~°atti CO1113nn
~r.~x
Estuatue at•eas
Sea~ass
Creels
\Iud Bottom
Estuarine tL'ater Column
~fatine at•eas
F~'atet Cohtmn
Geographic areas of EFH that occur at the project site are Estuarine Emergent
Wetlands, Submerged Aquatic Vegetation, and Estuarine Water Column. These
EFH areas are evaluated in the next section.
Within the EFH designation can be a subset called the Habitat Areas of
Particular Concern (HAPC). The following HAPC designations apply to the
geographic project location:
SautL Atlantic H.},PC' Regions
Council-Designated .Artificial Reef Special
Mana ement Zones
Herman is Coral Habitat and Reefs
Hardbottoms
Ho Hills
Sar ssum Habitat
State-Designated :areas of Importance to
Managed Species
Submer ed A latic ~'eeetation
North Carolina H.~PC Re 'ons
Bi¢ Rock
Bo¢~le Sound
Pamlico Sound at Hatteras~`Ocracoke Inlets
Cages Fear, Lookout ~~, Hatteras (sandy
shoals
~Te~ti Ricer
The Ten Fathom Led e
The Point
Manes Harbor BAA EFH Assessment, Page 9

The proposed project does not occur within a HAPC region.
Salt marshes and estuaries along our coast serve as nursery grounds for
90% of fisheries. North Carolina designates nursery areas to protect the fragile
ecosys#ems. NC Divison of Marine Fisheries (NCDMF) has designated about 230
mil of fishery nursery area throughout North Carolina, dividing habitats in the
cateorgies of Primary Nursery Area, Secondary Nursery Area, and Special
Secondary Nursery Area. All 3 categories of nursery habitat are considered to
be EFH. The Croatan Sound and manmade basin at the project location are not
designed as a nursery area by NCDMF.
Estuarine Emergent Wetlands
Estuarine Wetlands are defined as "tidal wetlands in low-wave energy
environments, where the salinity is greater than 0.5 parts per thousand."
Estuarine marsh sediments are usually muddy with high organic matter content.
Some of the most productive and valuable wetlands are coastal marshes. These
habitats are important for fish and invertebrate spawning and juvenile
development. Estuarine emergent wetland habitats are located along the
Croatan Sound and manmade basin at the project site.
On 1/12!2011 staff from NCDCM and United States Army Corps of
Engineers (USAGE) visited the site and delineated coastal and 404 wetlands on
the project property. The construction footprint of the proposed project does not
include any of the wetlands.
Wetlands inn Protec~{t Area _ _
:~~l4 x ~~ ~~ Property Boundary 1--<`
r'r •~'~ ~ liraVBl A(Ae4 ~ / ~~
/~ j..- a •~ryel,r ~\. ,.r,'M'r
C ,~i

As no estuarine emergent habitat will be impacted or lost during proposed
construction, impacts to species utilizing this EFH are not anticipated.
Manns Harbor BAA EFH Assessment, Page 10

Submerged Aquatic Vegetation
Submerged Aquatic Vegetation (SAV) habitat is defined as "estuarine
waters vegetated with one or more species of submered vegetation such as
eelgrass {Zostera marina), shoalgrass (Halodu/e wrightii~, and widgeon grass
(Ruppia maritime). These vegetation beds occur in both subtidal and intertidal
zones and may occur in isolated patches or cover extensive areas. North
Carolina sees shifts in SAV presence throughout the year as it is the
southernmost extension for some cold-adapted species and the northernmost
extension of warm-adapted species.
At the proposed project site, vegetation in the water was only observed
along 1 shoreline at the western end of the property. This shoreline is currently
not stabilized, has coastal wetlands along it, and also has remnants of docks
along portions of it. This shoreline is not proposed to be stabilized with bulkhead
or have new docks or dredging take place in front of it.
At a 12/16/2010 NC Department of Environmental and Natural Resources
(NCDENR) interagency scoping meeting, since it was determined that no new
footprint of impacts was proposed and the only observed vegetation in the .area
was not in the construction footprint, a formal SAV survey may not be
recommended. It was recommended that NCWRC coordinate with a
representative from NMFS for a final determination on the need for an SAV
survey. Phone conservation and emails with NMFS came to the conclusion that
an formal SAV survey for this proposed project would not be needed beyond
NCWRC staff's observations at the site. As no SAV habitat will be impacted or
lost during proposed construction, impacts to species utilizing this EFH are not
anticipated.
Estuarine Water Column
Estuarine Water Column habitat is defined as "the medium of transport for
nutrients and migrating organisms between river systems and the open ocean."
The Croatan Sound at the project location fits this definition as it connects
the Albermarle Sound and all of its contributing rivers and creeks to the Atlantic
Ocean via Oregon Inlet. The manmade basin does not connect any other river
systems into the Sound or Ocean.
Because of the variety of habitats that can occur within the Estuarine
Water Column habitat in Croatan Sound, a variety of fish species inhabit these
environments.
The eastern end of the existing basin access channel to the Channel
Marker is within the EFH. However, dredging proposed of the channel is
maintenance dredging and not a new impact. The channel is currently in use
Manes Harbor BAA EFH Assessment, Pege 11

and boat traffic enters and exits and basin daily. The dredging footprint was
minimized to the greatest practical extent. Any in-water construction moratoriums
or recommended measures such as turbidity curtains included in project permits
will be followed during construction. Short-term impacts may occur during
dredging operations. As the construction footprint does not create a new impact
within the estuarine water column habitat, long-term adverse impacts to species
utilizing this EFH are not anticipated.
Conservation Measures
The proposed redevelopment project was designed with avoidance and
minimization measures to prevent and limit any adverse impacts to natural
habitats, including EFH.
The boat ramps and bulkheads are only proposed at locations with
previously stabilized shorelines. The boat ramps are proposed at a location with
existing depths adequate to launch boats so that minimal excavation/fill for ramp
construction will be needed.
No new upland development or shoreline stabilization is proposed in any
location that would impact wetlands. Landscaping and parking lot designs will
prevent stormwater runoff from proposed upland development from running
directly into wetlands.
The proposed dredging is limited to maintenance dredging of the existing
access channel and interior dredging within the manmade basin. The proposed
channel width is 30' which is less than previous maintenance dredging footprints
of up to 50' in width. In the narrow part of the channel opening, maintenance
dredging of the channel is shifted slightly south instead of in the center to avoid
the small area of potential shell habitat that NCDMF classifies as "W"-Intertidal
Hard Vegetated Shell.
Summary
Three types of EFH geographic habitat occur within the project
assessment area: Estuarine Emergent Wetlands, Submerged Aquatic
Vegetation, and Estuarine Water Column. No long-term adverse impacts to
species that utilize these EFH regions are anticipated by the proposed project.
Manns Harbor BAA EFH Assessment, Page 12

Consultation and Conclusion
Sherman. Sara J.
From: fan ~.±chE?r [rarset:±der.~+ncaa:~ac]
Sent =day, Rta*eh °~.°,. 21311 g:i~Alat
Fo: ;5hemtan. Serra 3.
Subject Re_ Manns ka~+sr boat ramp =F:i ~~ra`
Sara,
I couldn`t recall whether i responded to #lte EF?3 r~ssesscnent you provided for the regrow°atiti^s~
of the Manns Habor boat ramp facility, 2n any case, i have reviewed the assessment you
provided and de#ermined that this project st~uld ha~~e a minimal adverse effect on EFH f;;r
federally managed species. Thanks for our effort to address our EFH concerns artd ttais
concludes our EFH consultation ran this project.
Ron Seclrler, Fishery Siclogist
Ptaticnal Oceanit and ,~tenspheric rdministration Ptational Marine Fisheries Service Habitat.
torsseruation flivision
191 Ricers Island Rd
$eatlfor`t, NC 28515
Email: ran, sechlenor+oaa.8ov
Phone:
Office 252-728-5999
Mobile [phone]=1
Manns Harbor BAA EFH Assessment, Page 13

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