20131222 Ver 1_CAMA Application_20131125

EWA 20131222
CCDENR
North Carolina Department of Environment and Natural Resources
Division of Coastal Management
Pat McCrory
Governor
November 20, 2013
MEMORANDUM:
TO:
FROM:
SUBJECT:
Applicant:
Project Location:
Braxton C. Davis
Director
Karen Higgins
Division of Water Resources
Doug Huggett
Major Permits Processing Coordinator
John E. Skvarla, III
Secretary
FILE CUp y
CAMA/DREDGE & FILL Permit Application Review
Carol Potter
Pamlico County, at 183 Mayo Rd., (SR 1240) adjacent to the ICW, off of NC
Hwy 304 N in the community of Hobucken.
Proposed Project: Proposes to construct a vinyl bulkhead for shoreline stabilization in the Goose
Creek Inter - Coastal Waterway.
Please indicate below your agency's position or viewpoint on the proposed project and return this form by
December 10, 2013. If you have any questions regarding the proposed project, please contact Brad Connell,
Permit officer at (252) 808 -2808. Ext: 214. When appropriate, in -depth comments with supporting data is
requested.
REPLY: This agency has no objection to the project as proposed.
This agency has no comment on the proposed project.
This agency approves of the project only if the recommended changes are
incorporated. See attached.
This agency objects to the project for reasons described in the attached comments.
SIGNED DATE
400 Commerce Ave., Morehead City, NC 28557
Phone: [phone] FAX: 252 - 247 -3330 Internet: www.nccoastalmanagement.net
An Equal Opportunity 1 Affirmative Action Employer

DIVISION OF COASTAL MANAGEMENT
FIELD INVESTIGATION REPORT
1. APPLICANT'S NAME: Carol Potter
2. LOCATION OF PROJECT SITE: The project is located adjacent to the ICW at 183
Mayo Road (SR 1240), off of NC Hwy 304N, in Hobucken, Pamlico County.
Photo Index — 2006: 86 -8315, grids S -11; 2000: 87 -1023, grids M -13.
State Plane Coordinates - X: 828809.601 Y: 168339.599
Longitude: -076 35 27.67 Latitude: 3514 36.79
3. INVESTIGATION TYPE: CAMA/D &F
4. INVESTIGATIVE PROCEDURE: Date of Site Visit — 4/9/13 & 5/1/13
Was Applicant or Agent Present —Yes
Photos Taken — No
5. PROCESSING PROCEDURE: Application Received —cc: 10/18/13
Office — MHC
6. SITE DESCRIPTION:
(A) Local Land Use Plan — 2005 Pamlico County (01/28/05)
Land Classification from LUP — Rural with Services
(B) AEC(s) Involved: PTA, EW, ES
(C) Water Dependent: Yes
(D) Intended Use: Commercial
(E) Wastewater Treatment: Existing — Septic system
Planned - None
(F) Type of Development: Existing — Commercial fish house, dockage, bulkheads, rip
rap, and boat ramp
Planned - Construct a vinyl bulkhead
(G) Estimated Annual Rate of Erosion: N/A
Source — N/A
7. HABITAT DESCRIPTION:
DREDGED FILLED INCORP/SHADED
(A) Shallow Bottom 1,900 ft
(B) High Ground 5,120 ft2
(E) Total Area Disturbed: 7.020 ft
(F) Primary Nursery Area: No
(G) Water Classification: SA; HQW, NSW Open: No
(H) Cultural Resources: unknown
8. Proiect Summary: The applicant proposes to construct a vinyl bulkhead for shoreline
stabilization in the Goose Creek Inter - Coastal Waterway (ICW), Pamlico County.

Field Investigation Report:
R E Mayo Seafood
Page 2
9. Narrative Description:
The property is located in Hobucken at 183 Mayo Road (SR 1240), off of NC hwy 33 and hwy 304 in
Pamlico County. This site is developed with a commercial fish house, driveway, rip rap and
bulkheads, boat ramp, and docks. The parcel is 4.01 acres. The adjacent area to the north is the
NCDOT highway, and the adjacent surrounding property to the south and west is undeveloped, owned
by the NC Goose Creek Island Game Preserve. Both of the adjacent properties are owned by the state
of North Carolina.
The elevation of the high ground of the parcel is about +4' above the normal water level (nwl).
Vegetation on the lot mainly consists of lawn grasses. There are Coastal Wetlands towards the
southern end of this property. This lot has approximately 780' of continuous shoreline along the ICW
and Jones Bay. Immediate offshore water depths adjacent to the parcel range from —3' to —12' nwl.
The subaqueous substrate is firm with shell. There is an identifiable erosion escarpment between two
existing bulkheads of approximately 250 linear feet along the shoreline. The existing rip rap rubble at
this location has failed to adequately prevent this erosion of the high ground. This erosion is due to
wave action from passing boat traffic along the ICW.
There is not a cultural resource in the nearby vicinity of the project area. This waterbody is
approximately 200 feet across at this location. These waters are not classified as a Primary Nursery
Area and there is not any submerged aquatic vegetation present. This area is closed to shellfish
harvest and is classified as SA; HQW, Nutrient Sensitive Waters. There is a defined Federal Channel
in this area. This project area is subject to the Neuse River Riparian Buffer Rules.
10. Proposed Development:
The applicant is proposing to replace existing rip rap rubble with a vinyl bulkhead adjacent to the
ICW just north of Jones Bay, near Hobucken. The proposed development will take place at 183 Mayo
Road (SR 1240), off of NC HWY 304 and NC HWY 33. The purpose of the proposed improvement
is to protect the shoreline from erosion and scouring as a result of boat wake on the ICW. The project
area lies between two existing sections of bulkhead, thus exposing the shoreline to greater erosion.
This proposed bulkhead will tie into the two existing bulkheads to the north and south sides.
The proposed bulkhead will be 256' long. It will connect to two existing bulkheads on either side of
the project area. Due to erosion of the exposed area and in order to connect to the other existing
bulkheads, the proposed bulkhead will average approximately 7' waterward of the nwl. The proposed
bulkhead will extend a maximum of 12' waterward from the nwl, at its greatest extent waterward.
This will necessitate approximately 1,900 ft2 of backfill for the bulkhead to be placed below the nwl.
There is evidence of shoreline erosion and scouring during the past year from wave action caused by
boat wake and the high traffic volume on the ICW.
This proposed development activity will be accomplished via traditional marine construction
techniques. The work will take place from the high ground. An excavator and bull dozer will be
utilized to construct the bulkhead and place backfill. Filter fabric against the bulkhead and silt fence
Brad Connell November 20, 2013 Morehead City

Field Investigation Report:
R E Mayo Seafood
Page 3
will be used to prevent loose fill from entering the Estuarine Waters. In order to install the dead men
and tie back rods, a 20' -wide work corridor will occur on the high ground immediately landward of
the proposed bulkhead.
10. Anticipated Impacts:
The proposed bulkhead appears to fall within the Federal Channel ICW Setback, but this proposal will
not encroach into the channel. The proposed bulkhead will extend an average of 7' waterward in order
to connect to the existing bulkheads on either side of the project area. This proposed bulkhead will fill
1,900 ft2 of Public Trust Waters. This proposed bulkhead will fill 5,120 ft of high ground. There is
an existing adjacent side -to dock just waterward of the proposed bulkhead alignment. The ICW is
200' wide at this location. This proposed vinyl bulkhead will protect a vulnerable area of eroding
shoreline that is subject to constant wave action as a result of boat wake against the applicant's
property.
Traditional marine construction methodology (i.e. sheet pile driven with vibratory hammer, dozers
and backhoes will place backfill behind the bulkhead) will be utilized during the construction of
this bulkhead.. Temporary, short-lived turbidity impacts are anticipated during the setting of the
sheet piles. The temporary high ground area of impact for the bulkhead installation will be
approximately 256' long and 20' wide along the Estuarine Shoreline AEC. The existing rip rap
rubble along this area of shoreline has settled to such an extent, that the applicant wishes to bury it
beneath the backfill (as opposed to excavating and removing the debris).
There is no known cultural resource in the nearby vicinity of the project area. This project area is
subject to the Neuse River Riparian Buffer Rules. Water depths within the proposed bulkhead are
up to -3' deep nwl. These waters bf the ICW are not classified as a Primary Nursery Area and
there is not any submerged aquatic vegetation present. There are no Coastal Wetlands within the
proposed project area. This area is closed to shellfish harvest and is classified as SA; HQW,
Nutrient Sensitive Waters. It will not pose a hazard to navigation due to the fact that the proposed
bulkhead will be landward of an existing side -to commercial fish house dock.
Brad Connell November 20, 2013 Morehead City

0
I Carol G Potter Authorize Wayne Manish To secure major
development Permit. Wayne has been assigned Project Manager on
this project and will assist me though out the duration of this
project or until further notice.
Thank you
Carol G Potter
440&;e6--
OCT 18 2013
z-
AUG 2 9 2013
191 L

t
NARRATIVF 7 -12 -13
To whom this may concern.
Objective
Here at Ike Mayo seafood are objective is to construct a bulkhead
Of applicable materials including wood pilings, Whalers and
vertical vinyl sheeting. Our intent is consolidate this proposed
bulkhead to an existing bulkhead to the South'and to a existing
bulkhead to the North. After completion of said bulkhead we
intend to backfill with imported material such as sand and or clean
fill dirt. To finalize the project we also would apply a top dressing
of topsoil and plant applicable vegetation [ Grass for erosion
control and stabilization.
Supplement
Through the years of constant founding from Boat traffic on the
Intracoastal waterway and from water levels raising and falling we
have experienced a fair amount of erosion and damage to our
property at the waters edge. We are also concerned with safety
issues duer to unstable bank conditions. We would like to keep our
dock and surrounding area safe for we provide public access for
boaters as well as fisherman and their children who frequent our
establishment.
Conclusion
In conclusion I would like to add in my opinion, I feel this
would not only protect our property from further damage from boat
wakes, rising and falling water levels, It will decrease any negative
impact on our waterway and environment from erosion and silt
entering our waterways. Our intent is to construct a bulkhead
With no negative impact on our environment or waterways.
Very truly yours
Wayne Manish
Project Manager AUG 2 9 2013
RECEM
OCT 18 2013
DCM MHD C17y

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(Lost revlssd 12127106)
I
North Carolina DMSION OF COASTAL MANAGEMENT
1. Primary Applicant/ Landowfner Information
Business Name
Project Name (if applicable)
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Applicant 1: First Name
MI
Last Name
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Applicant 2: First Name
MI
Last Name
Agent/ Contractor 2: First Name
if additional appficants, please attach an additional page(s) with names listed
PO Box
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Mailing Address
PO Box
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City
State
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Country
Phone No.
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Street Address (if different from above)
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Mailing Address
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<Fonm continues on backs OCT 1 9 2013

form DCM MP -1 (Page 2 of 4)
APPLICATION for
Major Development Permit
3. Project Location
County (can be multiple)
Street Address
State Rd. #
PAML10,6
1 ?? 0
d. Approximate elevation of tract above NHW (normal high wateo or
Subdivision Name
City .
Ho �3qC kra)
State
X d,
Zip
I � 6
Phone No.
-KS331 ext.
Lot No.(s) (ff many, attach additional page with list)
Za-
. , ,
a. In which NC river basin is the project located?
b. Name of body of water nearest to proposed project
9/1)99
x m r cJ
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 anmade []Unknown
6mg5
e. Is proposed work within city limits or planning jurisdiction?
f. If applicable, list the planning jurisdiction or city limit the proposed
❑Yes BNO
I
work falls within. TY
I PA911--ZO
4. Site Description
a. Total length of shoreline on the tract
b. Size of entire tract (sq.ft.)
c. Size of individual lot(s) - 7. � � ��,�/
7`
d. Approximate elevation of tract above NHW (normal high wateo or
lot list)
NWL (normal water leveo
❑NHW 9N/WL
(If many sizes, please attach additional page with a
or
e. Vegetation on tract R
AUG ? 9 Z0013
f. Man -made features and uses now on tract Pisrx,4 �� , RAJ H� •C-'
_qj J3eXr9/iP) pwkx4r' rote &4*rs -7cd Fr oo6i, Dq &k -
g. Iddescribe the existing land uses � �ad'a��cent to the proposed project site. 05 016W — *7 Q 'TV-T-/k-7-
TV 7'
.�L44JD f�uAJr ro e
40;;V ,7"dr"OS al-u6 1 se, �,i'�1� -� .CCU 7-0 -W 6/187—
PQ, L14r /40MA 7b 77#-=- w issr--
h. How does local govemment zone the tract?
I. Is the proposed project consistent with the applicable zoning?
(Attach zoning compliance certificate, if applicable)
[]Yes []No [4A
�s,&IrssS
j. Is the proposed activity part of an urban waterfront redevelopment proposal? ❑Yes 900—
k. Has a professional archaeological assessment been done for the tract? If yes, attach a copy. ❑Yes []No MM
If yes, by whom?
1. Is the proposed project located in a National Registered Historic District or does it involve a []Yes ao ❑NA
National Register fisted or eligible property?
<Folrnm continues on next pago I., RECEMD
OCT 18 2013
•d- "BSS- 4RC0ARS7 e. vrx,P,7.� t, c:�3r,rya_iiiay,G:maa9oinanR4 net
DCM MHD CPI's

.,Form DCM MP -1 (Page 3 of 4)
AF'F'LIGA I IUN Tor
Major Development Permit
m. (i) Are there wetlands on the site? []Yes � oo
(ii) Are there coastal wetlands on the site? []Yes Loo
(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.
9/a
Ski E-1012 4144:10:1 d
o. Describe exsting drinking water supply source.
eloakl whtly-2
p. Describe existing storm water management or treatment systems.
/
5. Acgivides and Impacts
a. Will the project be for commercial, public, or private use?
mmercialibiic/Govemment
rjAnvate/Community
It
b. Give a brief description of purpose, use, and daily operations of the project when complete.
a4k A4) T6 -61M
4-^AJ JJ L c sT JN1 R r-O r105 0V A A) D TO SIT P 7*gP'4V M o f adS�Ai rAe"'7 sr04S
AAJA Q04'i'MAP .Cfd. o A) Pa Oki ub of 60AT6
c. Describe the proposed construction methodology, types of construction equip ent to be Bunng construction, the number of each type
it Is be e- /¢I GULL AWR
of equipment and where to stored. r�XaAv, +D ) J0C�$
► A)—
To ige S ro'kaD o u s, 7a
d. List all development activities you propose. T i?cS —rAl-t- 4A) D 471 O
To e- A J T/A)4 i94ZK A0S 6 Aj =�'el� sttDE► ,6
kI=��C p� '�s 1� t*34���1�r�
e. Are the proposed activities maintenance of an a ng project, new work, or both?
al
f. What is the approximate total disturbed land area resulting from the proposed project?
03k Ft or []Acres
466
g. Will the proposed project encroach on any public easement, public accessway or other area
0Yes 2No []NA
that the public has established use oft
h. Describe location and type of existing and proposed discharges to waters of the state.
AUG 2 9 2013
%v 6 A) C '
^
i. Will wastewater or stormwater be discharged into a wetland?
Dyes owl Uri r
If yes, will this discharged water be of the same salinity as the receiving water?
[]Yes []No ❑NA
j. Is there any mitigation proposed?
OYes 24o []NA
If yes, attach a mitigation proposal.
<Form continues on back> OCT 1 8 2013

i
Form DCM MP -1 (Page 4 of 4)
APPLICATION for
Major Development Permit
6. Additionallnfonnadon
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 property prepare the required items below.
a. A project narrative.
b. An accurate, dated work plat (including plan view and cross - sectional drawings) drawn to scale. Please give the present status of the
proposed project Is any portion already complete? If previously authorized work, clearly indicate on maps, plats, drawings to distinguish
between work completed and proposed.
c. A site or location map that is sufficiently detailed to guide agency personnel unfamiliar with the area to the site.
d. A copy of the deed (with state application only) or other instrument under which the applicant claims title to the affected properties.
e. The appropriate application fee. Check or money order made payable to DENR.
f. A fist of the names and complete addresses of the adjacent waterfront (riparian) landowners and signed return receipts as proof that such
owners have received a copy of the application and plats by certified mail. Such landowners must be advised that they have 30 days in
which to submit comments on the proposed project to the Division of Coastal Management.
Name Phone No.
Address
Name Phone No.
Address
Name Phone No.
Address
g. A list of previous state or federal permits issued for work on the project tract. Include permit numbers, permittee, and issuing dates.
h. Signed consultant or agent authorization form, if applicable.
I. Wetland delineation, if necessary.
j. A signed AEC hazard notice for projects in oceanfront and inlet areas. (Must be signed by property owner)
k. A statement of compliance with the N.C. Environmental Policy Act (N.C.G.S. 113A 1 -10), if necessary. If the project involves expenditure
of public funds or use of public lands, attach a statement documenting compliance with the North Carolina Environmental Policy Act.
7 Certification and Permission to Enter on Land
I understand that any permit issued in response to this application will allow only the development described in the application.
The project will be subject to the conditions and restrictions contained in the permit.
I certify that I am authorized to grant, and do in fad 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 applicatioF,4 truthful to the best of my knowlledge.
Date — — Print Name 1,
Signature
;'DCM ase indicate application attachments pertaining to your proposed project. AUG 2, 9 20 j
MP -2 Excavation and Fill Information ❑DCM MP -5 Bridges and Culverts
DDCM MP -3 Upland Development -
G ®CM MP-4 Structures Information
CEWED
OCT 18 2013

Form ®CM MP -2
3x r n V.— ;4 x ry
lY4iC i�.•_ C L'E" �.^ C... � tom^" � �� �}«L .*1 ��.e�' q� '! W f:,.�6 t. drv, -r
(Except for bridges and culverts)
Attach this form to Joint Application for CAMA Major Permit, Form DCM MP -1. Be sure to complete all other sections of the Joint
Application that relate to this proposed project. Please include all supplemental information.
Describe below the purpose of proposed excavation and/or fill activities. All values should be given in feet.
1, EXCAVATION (This section not applicable
a. Amount of material to be excavated from below NHW or NWL in b. Type of material to be excavated.
cubic yards. AI)A
c. (i) Does the area to be excavated include coastal wetlands/marsh
(CW), submerged aquatic vegetation (SAV), shell bottom (SB),
or other wetlands (WL)? If any boxes are checked, provide the
number of square feet affected.
[]CW ❑SAV [1SB
OWL G]None
(ii) Describe the purpose of the excavation in these areas:
Ml4
2. DISPOSAL OF EXCAVATED MATERIAL,
a. Location of disposal area.
c. (1) Do you claim title to disposal area?
OYes []No 96
(ii) If no, attach a letter granting permission from the owner.
e. (i) Does the disposal area include any coastal wetlands/marsh
(CW), submerged aquatic vegetation (SAV), shell bottom (SB),
or other wetlands (WL)? If any boxes are checked, provide the
number of square feet affected.
[]CW ❑SAV CISB
[IWL ❑None
(ii) Describe the purpose of disposal In these areas:
d. High -ground excavation in cubic yards.
section not applicable
b. Dimensions of disposal area.
A))4-
d. (1) Will a disposal areqbe available for future maintenance?
[]Yes []No
(ii) If yes, where?
Fill
f. (i) Does the disposal include any area in the water?
OYes ❑No ❑NA
(ii If yes, how much water area is affected?
RECEM
AUG 2 9 2013
OCT 18 2013
DCM Nm ary
�li a��% .. �3r 4 e,�i� r�� ., 2�rsj• �a� s^ i ags��rys e�aa.� r xgvlze�qk /2126/06
Access
Other
Channel
(NLW or
Canal
Boat Basin
Boat Ramp
Rock Groin
Rock
Breakwater
(excluding
shoreline
NWL
stabilization
Length
Width
Avg. Existing
NA
NA
Depth
--T
Final Project
NA
NA
Depth
1, EXCAVATION (This section not applicable
a. Amount of material to be excavated from below NHW or NWL in b. Type of material to be excavated.
cubic yards. AI)A
c. (i) Does the area to be excavated include coastal wetlands/marsh
(CW), submerged aquatic vegetation (SAV), shell bottom (SB),
or other wetlands (WL)? If any boxes are checked, provide the
number of square feet affected.
[]CW ❑SAV [1SB
OWL G]None
(ii) Describe the purpose of the excavation in these areas:
Ml4
2. DISPOSAL OF EXCAVATED MATERIAL,
a. Location of disposal area.
c. (1) Do you claim title to disposal area?
OYes []No 96
(ii) If no, attach a letter granting permission from the owner.
e. (i) Does the disposal area include any coastal wetlands/marsh
(CW), submerged aquatic vegetation (SAV), shell bottom (SB),
or other wetlands (WL)? If any boxes are checked, provide the
number of square feet affected.
[]CW ❑SAV CISB
[IWL ❑None
(ii) Describe the purpose of disposal In these areas:
d. High -ground excavation in cubic yards.
section not applicable
b. Dimensions of disposal area.
A))4-
d. (1) Will a disposal areqbe available for future maintenance?
[]Yes []No
(ii) If yes, where?
Fill
f. (i) Does the disposal include any area in the water?
OYes ❑No ❑NA
(ii If yes, how much water area is affected?
RECEM
AUG 2 9 2013
OCT 18 2013
DCM Nm ary
�li a��% .. �3r 4 e,�i� r�� ., 2�rsj• �a� s^ i ags��rys e�aa.� r xgvlze�qk /2126/06

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3. SHORELINE STABILIZATION ❑This section not applicable
(if development is a wood groin, use MP-4 — Structures)
a. Tvpe'of shoreline stabilization: b. Length: J
eBuikhead DRiprap ❑Breakwater /Sill DOther Wes_
c. Average distance waterward of NHW or NW. d. Maximum distance waterward of NHW or NM*
a. Type of stabilization material: f. (I) Has there been shoreline erosion during preceding 12
mo
ths?
V JkY,4 X��1Li�� Zes ❑No ❑NA
(rl) If yes, state >� erosion anq source of erosion amount
information. ash
pip-, � 66PV.5
g. Number of square feet of fill to be placed below water level. h. Type of fill material.
Bulkhead backfill Piprap
Breakwater /Sill Other
I. Source of fill material.
AP
��/�viS�QIQ,O vr�4�uD /'►7/�
4. OTHER RILL ACTIVITIES
(Excluding Shoreline Stabilization)
a. (i) Will fill material be brought to the site?-7--,' M UNO UNA
If yes,
(i) Amount of material to be placed in the water l-!
(iii) Dimensions of fill area^- -r-
(iv) Purpose of fill
5. GENERAL
a. How will excavated or fill material be kept on site and erosion
controlled?
la- jr6
c. (i) Will navigaDenal aids be required as a result of the project?
DYes JZNo DNA
(ii) If yes, explain what type and how they will be implemented.
-- :6-- -�
Date
Project Name
section not appitcan►e
b. () Will fill material be placed in coastal wetlands/marsh (Gw),
submerged aquatic vegetation (SAV), shell bottom (SB), or
other wetlands (WL)? If any boxes are checked, provide the
number of square feet affected.
DCW DSAV DSB
OWL ❑None
(ii) Describe the purpose of the fill in these areas:
VV
b. What type of construction equipment will be used (e.g., dragline,
backhoe, or hydraulic dredge)?
o9
d. (i) Will wetlands be c9aded in transporting equipment to project
site? DYes ONo DNA
(o) If yes, explain steps that will be taken to avoid or minimize
environmental impacts.
OCT 18 2013
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