20180946 Ver 1_CAMA Application_20180706

Coastal Management
ENVIRONMENTAL QUALITY
June 28, 2018
MEMORANDUM
RECEIVE
JUL 0 6 2010
DENR-LAND QUALITY
STORMWATER PERMITTING
ROY COOPER
Governor
MICHAEL S. REGAN
Secretary
BRAXTON C. DAVIS
Director
201 80 946
TO: Karen Higgins, Compliance and Permitting Unit Supervisor
DWR - Water Quality Program
FROM: Doug Huggett, Major Permits Coordinator
c/o Gregg Bodnar, Assistant Major Permits Coordinator
Division of Coastal Management
SUBJECT: CAMA/DREDGE & FILL Permit Application Review
Applicant: Edward Case & Michael Romano Trustees
Project Location: 910 Monteray Drive, Lot 104, Currituck County
Proposed Project: Construct a bulkhead that will tie into an adjacent bulkhead; construct a pier
and platform.
Please indicate below your agency's position or viewpoint on the proposed project and return this
form by 07/19/18 to 400 Commerce Avenue, Morehead City, NC 28557 (fax: [phone]).
If you have any questions regarding the proposed project, please contact Ron Renaldi at (252) 264-
3901. 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
--"'Nothing Compares ,
State of North Carolina I Environmental Quality I Coastal Management
401 S. Griffin St., Ste 300 1 Elizabeth City, NC 27909
252-264-3901252-331-2951[fax]

I
DIVISION OF COASTAL MANAGEMENT
FIELD INVESTIGATION REPORT
APPLICANT'S NAME: Edward Case & Michael Romano Trustees
2. LOCATION OF PROJECT SITE: 910 Monteray Drive, Lot 104 within the Monteray
Shores subdivision, Corolla, Currituck County, adjacent to the Currituck Sound.
Photo Index — 2006: 201-7487 (N 12)
Lat/Long: 36.3429011 N, -75.821847° W
3. INVESTIGATION TYPE: CAMA / Dredge & Fill
4. INVESTIGATIVE PROCEDURE: Dates of Site Visit — 4/17/2018; 4/24/2018
Was Applicant Present — No (Agent Present)
5. PROCESSING PROCEDURE: Application Received Complete — 6/18/2018
Office - Elizabeth City
6. SITE DESCRIPTION:
(A) Local Land Use Plan - Currituck County
Land Classification from LUP - Full Service Area & Conservation
(B) AEC(s) Involved: Public Trust Area (PTA), Estuarine Waters (EW), and
Estuarine Shoreline (ES)
(C) Water Dependent: Yes
(D) Intended Use: Private Residential
(E) Wastewater Treatment: Existing - Central wastewater system
Planned — N/A
(F) Type of Structures: Existing — Single Family Residence
Planned — Bulkhead, Pier & Platform
(G) Estimated Annual Rate of Erosion: ±87yr. (based on physical observations and
aerial photography)
Source - Applicant
7. HABITAT DESCRIPTION: [AREA, square feet (ft2)]
DREDGED FILLED OTHER
(A) Shallow Bottom PTA, EW AEC's
±1,458 ft2
±504 ft2 shaded
(B) Estuarine Shoreline AEC
±798 ft2
(C) Other
(D) Total Area Disturbed: 2,760 ft2 (.06 acres)
(E) Primary Nursery Area: No
(F) Water Classification: SC Open to Shellfishing: No

Edward Case & Michael Romano Trustees
Field Investigation Report
Page 2
8. PROJECT SUMMARY: The applicants propose to construct a bulkhead on an
unhardened shoreline that will tie into an adjacent bulkhead. A pier and platform will
then be constructed near the center of the Lot.
Project Setting
The majority of the proposed development is located at 910 Monteray Drive (Case property),
Lot 104 within the Monteray Shores subdivision; however, a small portion of the proposed
development extends onto 908 Monteray Drive (Romano property). Both properties are located
in Corolla, Currituck County, adjacent to the Currituck Sound.
The property is platted at ±12,632 ft2 in size; however, due to erosion, it is currently ±10,800 W.
Elevations range from 0' at normal water level (NWL) to 2:12" above NWL in the highground
area. Man-made features within the highground area include a single-family dwelling, retaining
wall and cement driveway. Per the USDA's Natural Resources Conservation Service's Web
Soil Survey, the soil on the property is made up of Osier fine sand (Os) within the shoreline
area and Newhan-Corolla complex (NhC) in the highground area. The property is vegetated
with lawn grass, loblolly pines, Live Oaks, various deciduous trees and bushes.
The shoreline is ±85.5' in length and has not been hardened. An erosion escarpment with an
elevation between ±2' to ±3' above NWL is located 2' to ±8' landward of NWL. The landward
side of the erosion escarpment is mostly yard grasses while the waterward side is unvegetated
sand and remnant tree root systems. Wetlands do not exist along the shoreline.
The co -applicant's (Romano) property to the south is developed with a single-family residence,
small pier and was bulkheaded through CAMA General Permit #A54981 issued on 3/4/2010.
This permit authorized a bulkhead alignment that approximated NWL. At that time, the
shoreline and NWL on 910 Monteray Drive was the same. The property to the north is vacant
and wooded with an unhardened shoreline that is also eroding.
The waters of the Currituck Sound in this area are Joint waters, classified as SC and are closed
to shellfish taking. There is ±5 miles of open water to the west of the project site. Water depths
within the project site range from 0' to ±1' below NWL and the bottom substrate is made up of
fine sands and exposed tree roots. A Submerged Aquatic Vegetation (SAV) survey was
conducted and found no SAV growing within the project area.
Development Proposal
In order to prevent further erosion to the site and reclaim eroded land (estimated to be ±8'/yr.),
the applicants propose to stabilize the shoreline through the construction of a wooden or vinyl
bulkhead. The proposed alignment will tie into an existing bulkhead return wall (located to the
south on property owned by Romano) and extend 82.5' in a northerly direction across the Case
property. The bulkhead will then return landward for 35' along the northern property line. The
proposed alignment will average ±17.7' waterward of NWL with a maximum distance of 27'.
Water depths within the backfill area average ±0.5' below NWL and backfill material will be
clean sand fill from an upland source.

F
Edward Case & Michael Romano Trustees
Field Investigation Report
Page 3
In addition to the proposed bulkhead, a 48'x6' pier with an 18'x12' platform in a "L"
configuration is proposed on the Case property. Boat slips are not proposed with the pier and
water depths are ±1' below NWL. The proposed pier & platform are similar to others in the
area, meets the '/a width rule and does not encroach within the 15' setback.
Anticipated Impacts
• The construction of the bulkhead along the proposed alignment will result in the filling of
±1,458 ft2 of Estuarine Waters and Public Trust Area AEC's with clean fill from an upland
source.
• The construction of the bulkhead along the proposed alignment will result in the placement
of 27 cubic yards of fill material below NWL.
• Bulkhead installation, backfill and grading will result in ±798 ft2 of land disturbance within the
Estuarine Shoreline AEC.
• The proposed docking facility will result the shading of ±504 ft2 of Estuarine Waters and
Public Trust Area AEC's.
Submitted by: Ron Renaldi
Date: June 27, 2018

CAMA Major Narrative
Received
910 Monteray Drive, Corolla, Currituck County, NC f `; .,
Existing Conditions DMEC
The Project Site is a 0.29 acres parcel owned by Mr. Edward Case and located at 910 Monteray
Drive in the Monteray Shores Subdivision in Corolla, Currituck County, NC. The site is
waterfront, located on the Currituck Sound. A small portion of the Site extends onto the
adjacent parcel to the south owned by Michael Romano, who is a co -applicant.
Current site conditions include a two-story single-family residence and retaining wall with mature
Live Oaks and Loblolly Pines and maintained grasses. There are no coastal wetlands present
onsite. Adjacent properties to the north consist of an undeveloped lot and a single-family
residence with bulkheading (to the north of that). To the south are single family residences with
bulkheading and piers. Extensive erosion has occurred on Mr. Case's property and his adjacent
neighbor to the north. Based on aerials imagery and recent survey data, approximately twenty
(20) ft of erosion has taken place between 2016 and 2018 at the Site (approximately 8 ft in the
last year). An average 2 -foot -tall erosion escarpment is present above the Normal Water Level
(NWL) which is retreating landward due to erosion.
In the early 1990's, a pond once existing on the Monteray Shores POA property adjacent to the
subject parcel and nearby lots. This pond was not connected to the Sound until the mid -1990's,
due to erosion. In the accompanying aerial photos (2008, 2016, 2017), you can see the dark
(deeper water) outline of the former pond that is now part of the Sound.
Proposed Work
Mr. Case wishes to construct a bulkhead on his property, tying into his neighbor to the south's
existing bulkhead. Due to extensive loss of shoreline in a short amount of time, the owner
wishes to reclaim the lost shoreline. The proposed bulkhead would tie into the exiting wingwall
on the southern adjacent bulkhead (owned by Romano) and extend 82.5 LF across Mr. Cases
property with a 35 LF return wingwall following down the property line. Proposed fill area behind
the proposed bulkhead totals to 2,243 SF, 1,458 SF of which will be below NWL. This proposed
fill area will require approximately 407 cubic yards of fill to accommodate the preferred
alignment and to match existing grade at the top of the escarpment.
In addition to the proposed bulkhead and shoreline reclamation, Mr. Case proposes to construct
a 4b LF by 6 -foot pier extending from the center of the proposed bulkhead into the Currituck
sound, with a 12 -foot by 18 -foot platform on the southern side of the proposed pier. No boat
slips are proposed. All proposed work is shown on the attached Plan.
SAV Survey
On Friday May 11, 2018, a qualified environmental scientist from Quible performed an SAV
survey of the Project Area. The substrate of the nearshore area was predominately a rippled
sand with an average water depth of -1 foot or less. Scattered stumps and root systems were
exposed along the bottom due to elevated levels of erosion along this shoreline. It is understood
that Currituck Sound offers productive SAV habitat in areas where water depths are sufficient (-
1.75 ft deep to -3.5 ft deep), with the exception of some high energy areas. There was no
rooted SAV or associated rhizomes found within the proposed fill area and within the location of
the proposed pier. The only SAV encountered was to the northwest of the end of the pier in

CAMA Major Narrative
910 Monteray Drive, Corolla, Currituck County, NC
water greater than -1.5 ft deep. The species of SAV encountered in that area included Ruppia
maritima (Widgeon Grass) and Vallisneria americana (Wild Celery), with coverages of
approximately 5%. It should also be noted that there were ripped up accumulations of Widgeon
grass and Eurasian Milfoil that appeared to have drifted into the shoreline of the property. The
proposed work would not impact any SAV resources.

A
R DCM MP -1 Received
APPLICATION for
Major Development Pern -EC
(last revised 12/27/06)
North Carolina DIVISION OF COASTAL MANAGEMENT
1. Primary Applicand Landowner Information
Business Name
Project Name (if applicable)
910 Monteray Drive
Quible & Associates, P.C.
Applicant 1: First Name
MI
Last Name
Agent/ Contractor 1: First Name
Edward
Case
Applicant 2: First Name
MI
Last Name
Rubino
Michael
A
Romano Trustees
If additional applicants, please attach an additional page(s) with names listed.
Mailing Address
PO Box
City
State
12204 Knightsbridge Dr
State
Woodbridge
VA
ZIP
Country
Phone No.
NC
FAX No.
22192
USA
ext.
27949
-
Street Address (if different from above)
City
State
ZIP
910 Monteray Drive
Corolla
NC
27927 -
Email
2. Agent(Contractor Information
Business Name
Quible & Associates, P.C.
Agent/ Contractor 1: First Name
MI
Last Name
Brian
D
Rubino
Agent/ Contractor 2: First Name
MI
Last Name
Mailing Address
PO Box
City
State
870
Kitty Hawk
NC
ZIP
Phone No. 1
Phone No. 2
27949
252 - 261 -
3300 ext.
ext.
FAX No.
Contractor #
Street Address (if different from above)
City
State
ZIP
8466 Caratoke Highway Suite 400
Powells Point
NC
27966 -
Email
[e-mail]
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Form DCM MP -1 (Page 2 of 4)
APPLICATION for
Received Major Development Permit r
3. Project Location Al 4 )
County (can be multiple)
Currituck
Street Address A �+
910 Monteray Drive ®C M -E G
State Rd. #
12,632 SF
c. Size of individual lot(s)
d. Approximate elevation of tract above NHW (normal high water) or
Subdivision Name
City
State
Zip
Monteray Shores
Corolla
NC
27927 -
Phone No.
Lot No.(s) (if many, attach additional page with list)
- - ext.
Lot 104, 1 , ,
a. In which NC river basin is the project located?
b. Name of body of water nearest to proposed project
Pasquotank
Currituck Sound
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
Currituck 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.
Currituck County
4. Site Description
a. Total length of shoreline on the tract (ft.)
b. Size of entire tract (sq.ft.)
85.5 ft
12,632 SF
c. Size of individual lot(s)
d. Approximate elevation of tract above NHW (normal high water) or
0.29 Acres, I I
NWL (normal water level)
(If many lot sizes, please attach additional page with a list)
8.0' ❑NHW or ®NWL
e. Vegetation on tract
Uplands on site are mostly maintained grasses with some trees
f. Man-made features and uses now on tract
Currently existing features onsite include a two story single family residence.
g. Identify and describe the existing land uses adjacent to the proposed project site.
The project site is within the Monteray Shores subdivision in Corolla, a single family residence subdivision.
h. How does local government zone the tract?
i. Is the proposed project consistent with the applicable zoning?
SFO -Single Family Outer Banks
(Attach zoning compliance certificate, if applicable)
®Yes ❑No ❑NA
j. Is the proposed activity part of an urban waterfront redevelopment proposal? ❑Yes NNo
k. Hasa professional archaeological assessment been done for the tract? If yes, attach a copy. ❑Yes NNo ❑NA
If yes, by whom?
I. Is the proposed project located in a National Registered Historic District or does it involve a ❑Yes NNo ❑NA
National Register listed or eligible property?
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Form DCM MP -1 (Page 3 of 4)
APPLICATION for
Major Development Permit
m. (i) Are there wetlands on the site?
❑Yes NNo
(ii) Are there coastal wetlands on the site?
❑Yes NNo
(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.
Monteray Shores Wastewater Treatment Plant
Received
o. Describe existing drinking water supply source.
Currituck County Public Water
DMEC
DM
p. Describe existing storm water management or treatment systems.
N/A
5. Activities and Impacts
a. Will the project be for commercial, public, or private use? ❑Commercial ❑Public/Government
®Private/Community
b. Give a brief description of purpose, use, and daily operations of the project when complete.
The site will maintain it's current use and daily activities as a single family residence.
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.
Installation of a shoreline stabilization bulkhead, using vinyl sheet piling. The timber piles and vinyl sheet piling will be
installed using a vibrating hammer. Equipment will include dumptrucks, an excavator with vibratory head and bucket, and
skidsteer. All equipment will be strored on-site.
d. List all development activities you propose.
The projQct will stabilize the existing eroding shorline and is proposed to include reclamation of a recently eroded area. A 48
LF x 6 foot wide pier is proposed with a 18 foot x 12 foot plafform on the south side of the pier.
e. Are the proposed activities maintenance of an existing project, new work, or both? New Work
f. What is the approximate total disturbed land area resulting from the proposed project? 798 NSq.Ft or ❑Acres
g. Will the proposed project encroach on any public easement, public accessway or other area ❑Yes NNo [INA
that the public has established use of?
h. Describe location and type of existing and proposed discharges to waters of the state.
Minor surface runoff
i. Will wastewater or stormwater be discharged into a wetland? ❑Yes NNo ❑NA
If yes, will this discharged water be of the same salinity as the receiving water? ❑Yes ❑No NNA
j. Is there any mitigation proposed? ❑Yes ❑No NNA
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) — (f) are always applicable to any major development application. Please consult the application
instruction booklet on how to properly prepare the required items below.
a. A project narrative.
b. An accurate, dated work plat (including plan view and cross-sectional drawings) drawn to scale. Please give the present status of the
proposed project. Is any portion already complete? If previously authorized work, clearly indicate on maps, plats, drawings to distinguish
between work completed and proposed.
c. A site or location map that is sufficiently detailed to guide agency personnel unfamiliar with the area to the site.
d. A copy of the deed (with state application only) or other instrument under which the applicant claims title to the affected properties.
e. The appropriate application fee. Check or money order made payable to DENR.
f. A list of the names and complete addresses of the adjacent waterfront (riparian) landowners and signed return receipts as proof that such
owners have received a copy of the application and plats by certified mail. Such landowners must be advised that they have 30 days in
which to submit comments on the proposed project to the Division of Coastal Management.
Name Terrence A. Belden Phone No.
Address 2 Whipoorwill Road Springfield, IL 62711
Name Eddie S. Bryant Phone No.
Address 7107 Monument Ct Spotsylvania, VA 22553
Name Monteray Shores Owners Association Phone No.
Address PO Box 206 Corolla, NC 27927
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 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 Print Names ("w"\``V\6 rio , G2V66h I AISoc , J9 .C- ,AC144 %i!' Lyse_ CVNA Rv&'cv.v
(" I l 7--k7-0 i Z
Signatur:
Please indicate application attachments pertaining to your proposed project.
®DCM MP -2 Excavation and Fill Information ❑DCM MP -5 Bridges and Culverts Received
❑DCM MP -3 Upland Development
®DCM MP -4 Structures Information
DC -EC
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Received
Form DCM MP -2
EXCAVATION and FILL DMEC
(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.
c. (i) Does the area to be excavated include coastal wetlands/marsh d. High -ground excavation in cubic yards.
(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 MSB
OWL ❑None
(ii) Describe the purpose of the excavation in these areas:
2. DISPOSAL OF EXCAVATED MATERIAL ®This section not applicable
a. Location of disposal area. b. Dimensions of disposal area.
C. (i) Do you claim title to disposal area? d. (i) Will a disposal area be available for future maintenance?
❑Yes ❑No ❑NA []Yes ❑No ❑NA
(ii) If no, attach a letter granting permission from the owner. (ii) If yes, where?
(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 ❑SB
OWL ❑None
(ii) Describe the purpose of disposal in these areas:
f. (i) Does the disposal include any area in the water?
[]Yes ❑No ❑NA
(ii) If yes, how much water area is affected?
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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
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.
c. (i) Does the area to be excavated include coastal wetlands/marsh d. High -ground excavation in cubic yards.
(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 MSB
OWL ❑None
(ii) Describe the purpose of the excavation in these areas:
2. DISPOSAL OF EXCAVATED MATERIAL ®This section not applicable
a. Location of disposal area. b. Dimensions of disposal area.
C. (i) Do you claim title to disposal area? d. (i) Will a disposal area be available for future maintenance?
❑Yes ❑No ❑NA []Yes ❑No ❑NA
(ii) If no, attach a letter granting permission from the owner. (ii) If yes, where?
(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 ❑SB
OWL ❑None
(ii) Describe the purpose of disposal in these areas:
f. (i) Does the disposal include any area in the water?
[]Yes ❑No ❑NA
(ii) If yes, how much water area is affected?
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Form DCM MP -2 (Excavation and Fill, Page 2 of 2)
3. SHORELINE STABILIZATION ❑This section not applicable
(if development is a wood groin, use MP -4 — Structures)
a. Type of shoreline stabilization:
®Bulkhead ❑Riprap ❑Breakwater/Sill []Other:
c. Average distance waterward of NHW or NWL: -17.7 ft
e. Type of stabilization material:
Vinyl/Wood
g. Number of square feet of fill to be placed below water level.
Bulkhead backfill 1.458 SF Riprap
Breakwater/Sill Other
i. Source of fill material.
Clean sand fill brought to site.
b. Length: 117.5 ft
Width: 1 ft
d. Maximum distance waterward of NHW or NWL: -27ft
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.
- 8 ft based on physical oberservations and aerial imagery.
h. Type of fill material.
Clean fill sand Recei�®�
3
DCVII -EC
4. OTHER FILL ACTIVITIES ®This section not applicable
(Excluding Shoreline Stabilization)
a. (i) Will fill material be brought to the site? ❑Yes ❑No ❑NA b. (i) Will fill material be placed in coastal wetlands/marsh (CW),
If yes,
(ii) Amount of material to be placed in the water
(iii) Dimensions of fill area
(iv) Purpose of fill
submerged aquatic vegetation (SAV), shell bottom (SB), or
other wetlands (WL)? If any boxes are checked, provide the
number of square feet affected.
❑CW ❑SAV ❑SB
OWL ❑None
(ii) Describe the purpose of the fill in these areas:
5. GENERAL
a. How will excavated or fill material be kept on site and erosion b. What type of construction equipment will be used (e.g., dragline,
controlled? backhoe, or hydraulic dredge)?
No excavation proposed. FIII materials is to be used as bulkhead Dump trucks, barge, and excavator with vibrating hammer
backfill
c. (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.
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.
Applicant Namep f�c� (Z�in.a f ':. e
Date � �
Cl%l 0 M o-te--kn D rlye— Applicant Signature
Project Name
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R
Received
Form DCM MP -4
STRUCTURES DMEC
(Construction within Public Trust Areas)
Attach this form to Joint Application for CAMA Major Permit, Form DCM MP -1. Be sure to complete all other sections of the Joint
Application that relate to this proposed project. Please include all supplemental information.
1, DOCKING FACILITY/MARINA CHARACTERISTICS
a. (i) Is the docking facility/marina:
❑Commercial ❑Public/Government ®Private/Community
c. (i) Dock(s) and/or pier(s)
(ii) Number 1
(iii) Length 48 LF
(iv) Width 6 ft
(v) Floating ❑Yes ®No
e. (i) Are Platforms included? ®Yes ❑No
If yes:
(ii) Number 1
(iii) Length 18 ft
(iv) Width 12 ft'
(v) Floating ❑Yes ®No
Note: Roofed areas are calculated from dripline dimensions.
g. (i) Number of slips proposed
0
(ii) Number of slips existing
0
I. Check the proposed type of siting:
❑ Land cut and access channel
❑Open water; dredging for basin and/or channel
®Open water; no dredging required
❑Other; please describe:
k. Typical boat length: N/A
m. (i) Will the facility have tie pilings?
[-]Yes ®No
(ii) If yes number of tie pilings?
[I This section not applicable
b. (i) Will the facility be open to the general public?
[]Yes ®No
d. (i) Are Finger Piers included? []Yes ®No
If yes:
(ii) Number
(iii) Length
(iv) Width
(v) Floating ❑Yes ❑No
f. (i) Are Boatlifts included? ❑Yes ®No
If yes:
(ii) Number
(iii) Length
(iv) Width
h. 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 ("wet slips") only, number of slips:
❑ Dry storage; number of boats:
❑ Boat ramp(s); number of boat ramps:
® Other, please describe:
N/A
j. Describe the typical boats to be served (e.g., open runabout,
charter boats, sail boats, mixed types).
N/A
I. (i) Will the facility be open to the general public?
[]Yes ®No
252.808-2808 :: 1.888-4RCOAST :: www.nccoastalmana,gement.net
revised: 12/27/06

4
Form DCM MP -4 (Structures, Page 2 of 4)
2. DOCKING FACILITY/MARINA OPERATIONS ®This section not applicable
a. Check each of the following sanitary facilities that will be included in the proposed project.
❑ Office Toilets
❑ Toilets for patrons; Number: ; Location:
❑ Showers
❑ Boatholding tank pumpout; Give type and location: Received
b. Describe treatment type and disposal location for all sanitary wastewater.
Dar -M -EC
c. Describe the disposal of solid waste, fish offal and trash.
d. How will overboard discharge of sewage from boats be controlled?
e. (i) Give the location and number of "No Sewage Discharge" signs proposed.
(ii) Give the location and number of "Pumpout Available" signs proposed.
f. Describe the special design, if applicable, for containing industrial type pollutants, such as paint, sandblasting waste and petroleum products.
g. Where will residue from vessel maintenance be disposed of?
h. Give the number of channel markers and "No Wake" signs proposed.
i. Give the location of fuel -handling facilities, and describe the safety measures planned to protect area water quality.
j. What will be the marina policy on overnight and live -aboard dockage?
k. Describe design measures that promote boat basin flushing?
I. If this project is an expansion of an existing marina, what types of services are currently provided?
m. Is the marina/docking facility proposed within a primary or secondary nursery area?
[-]Yes []No
252-808-2808 :: 1.888-4RCOAST :: www.nccoastalmanagement.net revised: 12i27!06

A
Form DCM MP -4 (Structures, Page 3 of 4)
n. Is the marina/docking facility proposed within or adjacent to any shellfish harvesting area?
❑Yes ❑No
o. Is the marina/docking facility proposed within or adjacent to coastal wetlands/marsh (CW), submerged aquatic vegetation (SAV), shell bottom
(SB), or other wetlands (WL)? If any boxes are checked, provide the number of square feet affected.
[]CW ❑SAV ❑SB
OWL ❑None
p. Is the proposed marina/docking facility located within or within close proximity to any shellfish leases? ❑Yes []No
If yes, give the name and address of the leaseholder(s), and give the proximity to the lease.
3. BOATHOUSE (including covered lifts) ®This section not applicable
a. (i) Is the boathouse structure(s):
❑Commercial ❑Public/Government ❑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
5. BREAKWATER (e.g., wood, sheetpile, etc.) ®This section not applicable
a. Length b. Average distance from NHW, NWL, or wetlands
c. Maximum distance beyond NHW, NWL or wetlands
6. MOORING PILINGS and BUOYS ®This section not applicable
a. Is the structure(s):
❑Commercial ❑Public/Government ❑Private/Community
C. Distance to be placed beyond shoreline
Note: This should be measured from marsh edge, if present.
e. Arc of the swing
b. Number
d. Description of buoy (color, inscription, size, anchor, etc.)
252-808-2808 :: 1.888-4RCOAST :: www.nccoastalmanagement.net revised: 12'27%0$

Form DCM MP -4 (Structures, Page 4 of 4)
7. GENERAL
a. Proximity of structure(s) to adjacent riparian property lines
25 Feet to the S and 36 feet to the N
Note: For buoy or mooring piling, use arc of swing including length
of vessel.
c. Width of water body
Approximate 5 miles
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.
b. Proximity of structure(s) to adjacent docking facilities.
46 feet to the S and 480 feet to the N
d. Water depth at waterward end of structure at NLW or NWL
-- -1.5 ft
18. OTHER ®This section not applicable
a. Give complete description:
Date
'M M0� Ah O J- .V 4t
Project Name
E,otword,Se
anant�Nam
UIA-
Applicant
Signature
C ived
DCm-EC
252-808-2808.- 1-888-4RCOAST :: tivww.nccoastalmanagemgpt.net revised; 12:27'06
1
f

MAJOR PERMIT FEE MATRIX
Applicant:
Selection
Development Type
Fee
DCM %
DWQ %
(143001601 4351000931625 6253)
(243001602 435100095 2341)
I. Private, non-commercial
development that does not
$250
100%($250)
0%($0)
involve the filling or
excavation of any wetlands
oro 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 open water areas:
Major Modification to a
$250
100%($250)
0%($0)
CAMA Major permit
III. For development that
involves the filling and/or
excavation of up to 1 acre
of wetlands and/or open
water areas, determine if A,
B, C, or D below applies:
III(A). Private, non-
commercial development, if
$250
100%($250)
0%($0)
General Water Quality
Certification No. 4097 (See
attached) can be applied:
III(B). Public or commercial
development, if General
$400
100%($400)
0%($0)
Water Quality Certification
No. 4097 (See attached)
can be applied:
III(C). If General Water
Quality Certification No.
$400
60%($240)
40%($160)
4097 (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
aquatic life:
III(D). If General Water
M
Quality Certification No.
$400
60%($240)
40%($160)
L"�
4097 (see attached) cannot
be a lied:
IV. For development that
involves the filling and/or
$475
60%($285)
40%($190)
excavation of more than
one acre of wetlands and/or
open water areas:

1/31 /2008
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PIN: 9935-68-0574
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COPYRIGHT © 2018
1 OF 2 - CAMA PLAN
NO License/(: C-0208
P18034
QUIBLE & ASSOCIATES, P.C.
THIS DOCUMENT IS THE PROPERTY OF
.SHEET
Quible SINCE 1959
910 MONTERAY DRIVE
QUIBLE & ASSOCIATES, P.C. ANY
IS
DRAWN BY
ALTERATION OF THIS DOCUMENT
PRO
& P.C.ssociates,
JTM/0TH
IF THIS DOCUMENT IS NOT SIGNED AND
EDWARD CASE
1
SEALED BY A LICENSED PROFESSIONAL
THEN THIS DOCUMENT SHALL BE
ENGINEERING * CONSULTING * PLANNING
ENVIRONMENTAL SCIENCES * SURVEYING**
CHECKED BY
POPLAR BRANCH TOWNSHIP CURRITUCK COUNTY
CONSIDERED PRELIMINARY, NOT A
NORTH CAROLINA
-SURVEYING NOT OFFERED AT BLACK MTN. OFFICE"
BDR
CERTIFIED DOCUMENT AND SHALL NOT
BE USED FOR CONSTRUCTION,
8466 Caratoke Hwy, Powell's Point, NC 27966
Phone: [phone] Fax: [phone]
0 30 60
DATE
RECORDATION, SALES OR LAND
90 Church St., Ste. B, Black Mountain, NC 28711
CONVEYANCES, UNLESS OTHERWISE
Phone: [phone] Fax: [phone]
06/14/18
NOTED.
GRAPHIC SCALE IN FEET 1"=30'
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O:\:. 8\P18034\Drawings\P18034—CAMA.dwg 6/14/2018 9:U1 AM Imurphy
NOTE: THIS DOCUMENT IS PRELIMINARY - NOT FOR CONSTRUCTION,
RECORDATION, SALES OR CONVEYANCES - THIS DOCUMENT IS FOR
DISCUSSION PURPOSES ONLYI EXISTING INFORMATION SHOWN ON THIS
DOCUMENT IS BASED ON BEST AVAILABLE DATA AND IS NOT A CERTIFIED SURVEY.
ALL INFORMATION SHOWN ON THIS DOCUMENT IS SUBJECT TO ANY REQUIREMENTS
BY ANY REGULATORY AGENCY, ENTITY OR AUTHORITY.
QUIBLE do ASSOCIATES, P.C. DOES NOT GUARANTEE THE ACCURACY OR THE
COMPLETENESS OF ANY INFORMATION IN THIS DOCUMENT AND IS NOT RESPONSIBLE
FOR ANY ERROR OR OMISSION OR ANY LOSSES OR DAMAGES RESULTING FROM THE
USE OF THIS INFORMATION.
.................................................... ......... '.. .. ............'...'...y'.•.•`.
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CROSS SECTION A - TYPICAL BULKHEAD SECTION
*STRUCTURAL DESIGN BY OTHERS
NTS
CROSS SECTION B - TYPICAL PIER SECTION
*STRUCTURAL DESIGN BY OTHERS
NTS
VICIN17Y MAP
MEC
PRELIMINARY
FOR CAMA
PERMITTING
ONLY
PROJECT
COPYRIGHT Q 2018NC
SHBET 2 OF 2 - DETAILS
License#: C-0208
P18034
QUIBLE & ASSOCIATES, P.C.
THIS DOCUMENT IS THE PROPERTY OF
Quible SINCE 1959
910 MONTERAY DRIVE
QUIBLE & ASSOCIATES, P.C. ANY
THIS DOCUMENT IS
DRAWN BY
ALTERATION OF
PROHIBITED.
D
� Associates,
JTM/JMH
IF THIS DOCUMENT IS NOT SIGNED AND
SEALED BY A LICENSED PROFESSIONAL
THEN THIS DOCUMENT SHALL BE
R
EDWARD CASE
1 .C.
ENGINEERING * CONSULTING * PLANNING
ENVIRONMENTAL SCIENCES * SURVEYING**
CHECKED BY
POPLAR BRANCH TOWNSHIP CURRITUCK COUNTY
BDR
CONSIDERED PRELIMINARY, NOT A
NORTH CAROLINA
-SURVEYING NOT OFFERED AT BLACK MTN. OFFICE"
CERTIFIED DOCUMENT AND SHALL NOT
BE USED FOR CONSTRUCTION,
8466 Corotoke Hwy, Powell's Point, NC 27966
Phone: [phone] Fax: [phone]
0 NTS NTS
DATE
RECORDATION, SALES OR LAND
90 Church St., Ste. B, Black Mountain, NC 28711
06/14/18
CONVEYANCES, UNLESS OTHERWISE
"=NTS
Phone: [phone] Fax: [phone]
NOTED.
GRAPHIC SCALE IN FEET 1
a dministratorOquible.com