20160477 Ver 1_CAMA Permit Application_20160510

f
Coastal Management
ENVIRONMENTAL OLIALITY
May 9, 2016
MEMORANDUM
TO:
FROM:
SUBJECT:
Applicant:
Project Location:
Proposed Project:
PAT MCCRORY
Govemor
DONALD R. VAN DER VAART
Secretary
BRAXTON DAVIS
Director
Karen Higgins, Compliance and Permitting Unit Supervisor
DWR - Water Quality Program
Doug Huggett, Major Permits Coordinator
Division of Coastal Management n n�
CAMA Permit Application Review MA Y1 1 0 Z016
Anthony & Michelle Barber D
Q-wAr�,
ao agl�:.- Est7urc��
251 Grassy Point Road in Perquimans County
Pier, boathouse, platforms, finger piers, pilings, lifts, retaining wall, fill
Please indicate below your agency's position or viewpoint on the proposed project and return this
form by 05/30/16 to Courtney Spears, Assistant Maior Permits Coordinator, 400 Commerce
Avenue, Morehead City, NC 28557 (fax: [phone]). If you have any questions regarding
the proposed project, please contact Lynn Mathis 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
!'Nothing Compares
State of North Carolina I Environmental Quality I Coastal Management
1367 US Hwy 17 South I Elizabeth City, NC 27909
252-264-39011252-264-3723 [fax]

R
DIVISION OF COASTAL MANAGEMENT
FIELD INVESTIGATION REPORT
APPLICANT'S NAME: Anthony and Michelle Barber
2. LOCATION OF PROJECT SITE: 251 Grassy Point Road (Private Road), off of Camp
Cale Road (SR #1357), Perquimans County, on the Perquimans River.
Photo Index: 2006: 160-6845 E13 & F13 2000: 160-1755 E13 1995: 160-1643 E4 &
F4 1989: Not Shown 1984: Not Shown
State Plane Coordinates: X: 2746054.809ftUSE Y: 1973654.722ftUSN
3. INVESTIGATION TYPE: CAMA
4. INVESTIGATIVE PROCEDURE: Dates of Site Visit: April 29, 2016
Was Applicant Present: Yes
5. PROCESSING PROCEDURE: Application Received Complete: May 2, 2016
Office: Elizabeth City
6. SITE DESCRIPTION:
(A) Local Land Use Plan: Perquimans County
LUP Land Classification: Residential
(B) AEC(s) Involved: EW, PTW & ES
(C) Water Dependent: Yes
(D) Intended Use: Private
(E) Wastewater Treatment: Existing: Septic
Planned: None
(F) Type of Structures: Existing: Residence and riprap along —358' of shoreline.
Planned: Pier, finger piers, platform, boathouse with lift,
PWC lift, double kayak lift/elevator, tie pilings, and a
retaining wall.
(G) Estimated Annual Rate of Erosion: 0'
7. HABITAT DESCRIPTION: DREDGED FILLED SHADING
(A) Shallow Water Bottom: EW & PTW
1,991
(B) High Ground: ES
14,692sf
(C) Other: N/A
(D) Total Area Disturbed: 16,683sf or .38 Acres
(E) Primary Nursery Area: No
(F) Water Classification: SC Open: No
8. PROJECT SUMMARY: The applicant is proposing to construct a 100' pier with a
boathouse, covered platform, uncovered platform, 3 finger piers, 4 tie pilings, a double
kayak lift/elevator, a PWC lift, and a 115' long retaining wall. Development will also
include adding sand fill to an existing beach from the proposed retaining wall to a point
approximately 5' landward of normal water level.

Anthony and A. Michelle Barber
Field Investigation Report
Page 2
Project Setting
The applicant's property is located at 251 Grassy Point Road, in Hew Hope Township,
Perquimans County, along the Perquimans River. The nearest State Road is Camp Cale Road
SR #1357. The property consists of 14.8 acres, with 601' of shoreline, of which —358 has been
riprapped. Riprap, placed by the developer, has been displaced by wave action in some areas
due to the steep angle of placement. The shoreline along approximately 180' has a bluff 6' to 8'
above normal water level along There are no other structures in the water associated with the
applicant's property. The shoreline tapers and forms a small sandy beach. The average
elevation of the property is approximately 6' above normal water level, with most of the property
being outside of a flood zone. Water depths graduate from 0' at the shoreline to -3.5' at a
distance 100' offshore. Soil classification of the property is Ro, Roanoke silt loam, which is a
level poor draining soil.
Grassy Point is a six lot residential subdivision zoned RA (residential agricultural) by the County
Planning Department. There are currently three developed lots within the subdivision, one on
either side of the applicant. Located to the north of the subdivision is Whitehat Road, which is
also developed for residential uses along the water, and to the south is a Baptist summer camp
and conference center (Camp Cale). Development on the applicant's property has been limited
to a residence and associated infrastructure.
There is known submerged aquatic vegetation (SAV) habitat along the shallow waters of the
Perquimans River, as shown on SAV maps. The exact location of vegetation is subject to
change season to season, as well as the species. Vegetation found along the applicant's
shoreline consists of widgeon grass (Ruppia maritima). Located south of the project area, and
not within the proposed work area, is a small non -coastal wetland. There are significantly larger
areas of wetlands on the property across Grassy Point Road, well outside of any proposed
development.
Vegetation on the property includes, but is not limited to, loblolly pine (Pinus taeda), bald
cypress (Taxodium distichum), red maple (Acer rubrum), greenbrier (Smilax rotundifolia),
groundsel tree (Baccharis halimifolia), caroling jasmine (Gelsemium's&dOervirens), cat brier
(Smilax rotundifolia), poison ivy (Toxicodendron radicans), pennywort (Centella asiatica), soft
rush (Juncus effuses), arrow arum (Peltandra virginica) duck potato (Sagittaria latifolia), caric
sedge (Carex spp.), and a variety of ornamental shrubs and domestic grasses and weeds.
There are no known geologic formations or archaeological sites associated with the applicant's
property.
Development Proposal
The applicant's, Anthony and (Ann) Michelle Barber, propose the following development: 1)
Pier and docking facility that will include the construction of a pier, platforms (covered and
uncovered), a boathouse, three finger piers, a double kayak elevator (photo in application
packet), a PWC lift, and four tie pilings, 2) a retaining wall with backfill for erosion control, and,
3) the placement of clean sand fill 5' from normal water level to replenish an existing beach
area.

r
Anthony and Michelle Barber
Field Report
Page 3
Development proposed by the applicant is as follows:
1)
Pier: 6' x 100' over open water
600sf
2)
Walkway: 6' x —25' over high ground to the retaining wall 30sf
(120sf overlaps fill area noted in 11) below & not added into this total)
3)
Covered Boathouse: 14' x 32' over open water - (31sf overlapping pier)
417sf
4)
Covered Platform/deck: 12'x 15' over open water + (add 10sf for roof overhang)
190sf
5)
Open "L" platform/deck: 11' x 25'
Z75sf
5' x 24'
120sf
6)
Three finger piers: 2'x 17'
34sf
3'x 20'
60sf
4'x 20'
80sf
7)
Kayak elevator lift: 10'x 20'
200ssf
8)
PWC Lift: 3'x 5'
15sf
9)
Four tie pilings for an open boat slip
10)
115' retaining wall with high ground disturbance 95' x 127.5"' 12,112sf
11)
Sand fill along shore to replenish beach area 20' x 127.5' 2,550sf
High Ground Fill =—14,692sf
Open water Shading = 1,991sf
Total =
16,683sf
The total area of platforms (including the kayak elevator/ lift) and finger piers will include five
separate elements totaling 959sf. The applicants are also proposing to install a —12' x 12'
boatlift in the proposed boathouse. No side walls are proposed on the boathouse.
The pier and docking facility, if approved, will be for the private use of the Barber family who
currently own a 24' tri -tube pontoon boat, a small paddle boat and five ocean kayaks.
Anticipated Impacts
1) Project will result in the shading of 1,991 of open water from the pier, boathouse, lifts,
finger piers and platforms.
2) High ground fill and grading will total—14,812sf.
3) The proposed development will temporarily disrupt animal populations within adjacent
waters and the project area.
4) Installation of pilings for the proposed piers may result in temporally suspending
sediments in the water.
5) During the project construction it is anticipated that noise levels may periodically
increase above surrounding background (ambient) levels from heavy equipment.
6) Treated wood leaches over time in surrounding waters and sediment. The amount of
leaching is dependent on the type of organic material present in the water bottom
substrate, oxygen levels and water movement; however, it is estimated that 90% of the
leaching will occur within the first 90 days.
Submitted By: Lynn Mathis
Date: May 5, 2016

A
To: NCDENR Field Office
Received
0AY
From: Anthony and Michelle Barber
251 Grassy Point Road ��AA
Hertford, North Carolina 27944 DCM-EG
Subject: Application for Major Permit (DCM MP -1, DCM MP -3, DCM
MP -4)
1. As required the following project narrative is provided as
per 6a, DCM MP -1. Submitting for review and approval of CAMA
major permit to authorize the construction of single family pier
and boat house consisting of the following: a 6' x 120' main
access finger pier, 3' x 20' and 4' x 20' uncovered finger pier
to provide access to a four piling boatlift with aluminum
platform with a jet ski lift installed on the 3' x 20' finger
pier. A 14' x 32' covered boat slip with a 2' x 17' uncovered
finger pier. A 12' x 15' covered deck, a 5' x 24' and 11' x 25'
uncovered deck and four tie pilings to secure guest boat.
Construction material will consist of salt treated lumber for
decking and piling with a metal roof.
2. 14' x 32' covered boat will provide storage to a triple
pontoon boat 27.5 feet in length and 9.5 feet wide. The covered
area 12' x 15' will provide adequate shelter from the sun for
our family members that are prone to melanoma.
3. IRT DCM MP -3 our request to build a retaining wall 115 feet
in total length with an overall height of 5 feet with 3 feet
below ground level. Retaining wall will provide mitigation of
beach shore erosion that occurs during rainfall due to land
grade of subject property. Retaining wall construction material
will consist of paver block and Balt treated lumber.

Dem MP 4
APPLICATION for : I - ;
Major Development Permit LOW -EC,-
(last revised 12127106)
North Carolina DIVISION OF COASTAL MANAGEMENT
1. Primary Applicant/ Landowner Information
Business Name
Project Name (if applicable)
Applicant 1. First Name
Anthony
MI
C
Last Name
Barber
Applicant 2 First Name
Michelle
MI
Last Name
Barber
If additional applicants, please attach an additional page(s) with names listed.
Mailing Address
251 Grassy Point Road
PO Box
City
Hertford
State
NC
ZIP
27944
Country
USA
Phone No.
757 - 630 - 2695 ext.
FAX No.
- -
Street Address (if different from above)
City
State
ZIP
Email
[e-mail]
2. Agent/Contractor Information
Business Name
Agent/ Contractor 1 First Name
MI
Last Name
Agent/ 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
<Form continues on back>
252-808-2808 :: 1-888-4RCOAST :: www. nccoastaImanagement. not

Form DCM MP -1 (Page 2 of 4) Received APPLICATION for
Major Development Permit
3. Project Location VC�m�C
County (can be multiple)
Street Address
State Rd. #
Perquimans
251 Grassy Point Road
d Approximate elevation of tract above NHW (normal high water) or
Subdivision Name
City
State
Zip
Grassy Point
Hertford
NC
27944 -
Phone No
Lot No (s) (if many, attach additional page with list)
757 - 630 - 2695 ext
4, 1 1 ,
a In which NC river basin is the project located?
b. Name of body of water nearest to proposed project
Perquimans
Perquimans River
c Is the water body identified in (b) above, natural or manmade?
d. Name the closest major water body to the proposed project site.
®Natural ❑Manmade ❑Unknown
Albamarle 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
Perquimans County
4. Site Description
a. Total length of shoreline on the tract (ft)
b Size of entire tract (sq.ft.)
601.02
645,832 sgft
c Size of individual lot(s)
d Approximate elevation of tract above NHW (normal high water) or
NWL (normal water level)
(If many lot sizes, please attach additional page with a list)
6' ❑NHW or ®NWL
e. Vegetation on tract
Indigenous grasses, pine and oak trees and ornamental shrubs
f. Man-made features and uses now on tract
Rip rap and single family home
g Identify and describe the existing land uses adiacent to the proposed project site.
Rip rap and single family home
h How does local government zone the tract?
i Is the proposed project consistent with the applicable zoning?
RS
(Attach zoning compliance certificate, if applicable)
®Yes ❑No [INA
j. Is the proposed activity part of an urban waterfront redevelopment proposal? ❑Yes ®No
k Hasa professional archaeological assessment been done for the tract? If yes, attach a copy ❑Yes []No ®NA
If yes, by whom?
I. Is the proposed project located in a National Registered Historic District or does it involve a ❑Yes ®No [INA
National Register listed or eligible property?
<Form continues on next page>
252-808-2808 :: 1-888.4RCOAST :: www.nccoastaImanagement.net

Form DCM MP -1 (Page 3 of 4) Received APPLICATIION for
Major Development Permit 1
m (i) Are there wetlands on" the site? UD� 'tf� � E C ❑Yes ®No
(n) Are there coastal wetlands on the site? ❑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.
Septic on site
o Describe existing drinking water supply source.
Well Water
p Describe existing storm water management or treatment systems.
Surface runoff
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
Single Family Boathouse/pier for water access. We own a 27.5 x 9.5 triple pontoon boat and several smaller water craft and
would like to construct a covered area for our 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
Drive piling and standard construction methods
d List all development activities you propose
Retaining wall and pier, platform and boathouse
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?
127.5x115=14,662.5 ®Sq Ft
or []Acres _
g Will the proposed project encroach on any public easement, public accessway or other area
❑Yes ®No [INA
that the public has established use of?
h Describe location and type of existing and proposed discharges to waters of the state
Surface runoff
i Will wastewater or stormwater be discharged into a wetland?
❑Yes ®No [INA
If yes, will this discharged water be of the same salinity as the receiving water?
❑Yes ❑No [INA
1. Is there any mitigation proposed?
❑Yes ®No [INA
If yes, attach a mitigation proposal
<Form continues on back>
252-808-2808 :: 1-888-4RCOAST :: www.nccoastalmanagement.not

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 Eric and Mary Lou Philips Phone No. 302-540-2234/2235
Address 228 Grassy Point Road
Name Robert and Amy Hall Phone No 757-870-3817
Address 259 Grassy Point Road
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.
CAMA Minor Permit # 121913A A"r) t`giwoR rjrrjAr T- Or o�Z22o15�
h. Signed consultant or agent authorization form, if applicable
i Wetland delineation, if necessary. jv 0_ P E a N L L
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.
DateT� Z 6,/ (�_ Print Name
Signature(24_�a,Q�
Please indicate application attachments pertaining to your proposed project.
❑DCM MP -2 Excavation and Fill Information ❑DCM MP -5 Bridges and Culverts
ZDCM MP -3 Upland Development
ZDCM MP -4 Structures Information
Received
Xr'LEG
252-808-2808 :. 1-888-4RCOAST :: www.nccoastaImanagement. not

Received
Form DCM MP -3
UPLAND DEVELOPMENT
(Construction and/or land disturbing activities)
����
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.
GENERAL UPLAND DEVELOPMENT
a Type and number of buildings, facilities, units or structures
proposed
One (1) Retaining wall
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
(ii) If yes, list the date submitted
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
N/A
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 vehicular driveways or parking.
N/A
1 Describe proposed method of sewage disposal.
N/A
I Describe location and type of proposed discharges to waters of the
state (e g , surface runoff, sanitary wastewater, industrial/
commercial effluent, "wash down" and residential discharges).
Surface run-off
b Number of lots or parcels
One (1)
d. Size of area to be graded, filled, or disturbed including roads,
ditches, etc
127.5 x 115 = 14,662.5 Sq. Ft.
f. List the materials (such as marl, paver stone, asphalt, or concrete)
to be used for impervious surfaces.
Salt -treated lumber, paver stone
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
(ii) If yes, list the date submitted
k. Have the facilities described in Item (i) received state or local
approval?
❑Yes ❑No ®NA
If yes, attach appropriate documentation.
m. Does the proposed project include an innovative stormwater
design?
❑Yes ❑No ®NA
If yes, attach appropriate documentation
252-808-28082 :: 1.888.4RCOAST :: www.nccoastalmanagement.net revised: 12/26/06

Form DCM MP -3 (Upland Development, Page 2 of 2)
m. Describe proposed drinking water supply source (e g , well,
community, public system, etc.)
N/A
o. When was the lot(s) platted and recorded?
4/26/2013
n. (i) Will water be impounded? ❑Yes []No ®NA
(u) If yes, how many acres?
p. If proposed development is a subdivision, will additional utilities be
installed for this upland development?
❑Yes ❑No ®NA
ZZ'6 14
Date
Received
Project Name
Applicant Name
Applicant Signa re
252-808.2808 :: 1-888.4RCOAST :: www.nccoastaimanaaement.net revised: 12/26/06

Form DCM MP -4
STRUCTURES
Received
z
(Construction within Public Trust Areas) ¢
DOW
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 ❑PublictGovernment ®Private/Community
c. (i) Dock(s) and/or pier(s)
(ii) Number 1
(iii) Length 120'
(iv) Width 6'
(v) Floating ❑Yes ®No
e (i) Are Platforms included? ®Yes []No
If yes.
(ii) Number Sections B. D and E
(iii) Length t3= (Z r A 1 S f
(iv) Width 5' X 2q
(v) Floating ❑Yes ®No E= 1 1' A Z S I
Note. Roofed areas are calculated from dnphne dimensions.
g (i) Number of slips proposed
5-
(u) Number of slips existing
n/a
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 27.5'
m (i) Will the facility have tie pilings?
®Yes []No
(n) If yes number of tie pilings?
4
[]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 3
(iii) Length 2 0- 20', 1(@_17'
(iv) Width 1 A 3', 1 @ 4,1(cD2'
(v) Floating ❑Yes ®No
f. (i) Are Boatlifts included? ®Yes ❑No
If yes:
(ii) Number 2 Lifts, one with platform
(iii) Length 12-6" 12' 6"
(iv) Width 10' 12' 6"
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- 4
❑ Dry storage, number of boats
❑ Boat ramp(s), number of boat ramps
❑ Other, please describe:
�. Describe the typical boats to be served (e g , open runabout,
charter boats, sail boats, mixed types)
Mixed, ie: Pontoon boat, fishing boat, letski's, kayak's
I (i) Will the facility be open to the general public?
❑Yes ®No
252-808-2808 :: 1-888-4RCOAST :: www.nccoastaimananement.net revised: 12/27/06

Forsit ®C6i 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
El Toilets for patrons, Number: ; Location: Received
❑ Showers M"Lc V; " 29)16
❑ Boatholding tank pumpout; Give type and location:
i P
b Describe treatment type and disposal location for all sanitary wastewater.
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.
(n) 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.
l
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 :: 1.888-4RCOAS7 :: www-nccoastalmanagement.not revised: 12/27/06

Form DCMI MIP -4 (Structures, Page 3 of 4)
v
n Is the marina/docking facility proposed within or adjacent to any shellfish harvesting area?
❑Yes [_-]No P 9XWEC
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
❑WL ❑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) El This section not applicable
a (i) Is the boathouse structure(s)
❑Commercial ❑PubliclGovernment ®Private/Community
(n) Number 1
(n) Length 14 feet
(iv) Width 32 feet
Note Roofed areas are calculated from dnpbne dimensions.
4, GROIN (e.g., wood, sheetpile, etc. If a rock groin, use MP -2, Excavation and Fill.) ®This section not applicable
a (i) Number
(u) Length
(in) Width
5. BREAKWATER (e.g., wood, 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) b Number
❑Commercial ❑Public/Government ❑Private/Community
c Distance to be placed beyond shoreline d. Description of buoy (color, inscription, size, anchor, etc )
Note This should be measured from marsh edge, if present
e Arc of the swing
7. GENERAL
252-808.2808 :: 1-888.4RCOAST :: www.nccoastaimanaaement.net revised: 12/27/06

At
F®nii ®CFA IVDP -4 (Structures, IPage'4 of 4)
a Proximity of structure(s) to adjacent riparian property lines b. Proximity of structure(s) to adjacent docking facilities
240' from Phillips and 260' from the Hall Property lines-..- 1690'& 2208' as the crow flies _
Note For buoy or mooring piling, use arc of swing including length
of vessel
c Width of water body
IM e.
e. (i) Will navigational aids be required as a result of the project?
❑Yes ®No [INA
(u) If yes, explain what type and how they will be implemented
d. Water depth at waterward end of structure at NLW or NWL
- 3.5 feet
8. OTHER ®This section not applicable
a Give complete description
s/z/z01
Date
Project Name U
dWy
Applicant Name
Applicant Signature
252-808-2808 :: 1-888-4RC®AST :: wrww.nccoastalmanagem9ent.enet
Received
revised: 12/27/08

1
J"
\\ V:,,
f
� 4
1
. ��,: y` } �, _�Fi' i i •tip` ��� T
' r:
1
a �
jo
U
c
W
c
0
W
CL
If) O V
C 0 0 0
( 0
C,
LO
W
Nr -M0 r- z
a ad22 toa)a)c.
m m chi mLu,
w
W
U�Qpo
}C6F O
a0LUpo
No�Waz z
CN0QV�� d
0co}
60mzOHCF)m
LO W
�voO.6C4 00N10C
y N M C c Y N
m m E q)y y 7 Cp ce
> >zv a) a) ama.
zZ yQvvQ oma) ate) d
Z—c�QQ�d°)m
a.
a003C0
00 E
ti
s
e
s6
dog
�a
kms
egaSi
o n
0
rl
s c Z
� 4
1
. ��,: y` } �, _�Fi' i i •tip` ��� T
' r:
1
a �
jo
U
c
W
c
0
W
CL
If) O V
C 0 0 0
( 0
C,
LO
W
Nr -M0 r- z
a ad22 toa)a)c.
m m chi mLu,
w
W
U�Qpo
}C6F O
a0LUpo
No�Waz z
CN0QV�� d
0co}
60mzOHCF)m
LO W
�voO.6C4 00N10C
y N M C c Y N
m m E q)y y 7 Cp ce
> >zv a) a) ama.
zZ yQvvQ oma) ate) d
Z—c�QQ�d°)m
a.
a003C0
00 E
s
e
s6
dog
�a
kms
egaSi
o n
0
s c Z
�E$p
a g o
I�
IS
U
Eg=g
Z
rl
Nr
i
111
t Z N .
ass
c
Li.
a.
'. F
O9E
9m
CL
o�a`m3
�
a.
p
Q i
88d

w
Image of proposed Aluminum Kayak Platform Elevator
Anthony & Michelle Barber
Received
®fir M"EC

lvde L
MAJOR PERMIT FEE MATM
Applicant: Ajv�yj
"icif-r-uh�: ►3m6EW
Selection Development Type
Fee
DCM %
DWq %
(14300 16014351000931625 6253)
(24300 1602 435100095 2341)
I. Private, non-commercial
E]
development that does not
involve the filling or
$250
100%($250)
0%o ($0)
excavation of any wetlands
oro en water areas:
Il. Public or commercial
E]
development that does not
involve the filling or
$400
100%($400)
0% ($0)
excavation of any wetlands
oro en water areas:
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
General Water Quality
$250
100%($250)
0%($0)
Certification No. 3490 (See
attached can be applied:
III(B). Public or commercial
development, if General
Water Quality Certification
$400
100%($400)
0% ($0)
No. 3490 (See attached)
can be applied:
III(C). If General Water
E]
Quality Certification No.
3490 (see attached) could
$400
60%($240)
40% ($160)
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
E]
Quality Certification No.
3490 (see attached) cannot
$400
60%($240)
'40%($160)
be applied:
IV. For development that
involves the filling and/or
excavation of more than
$475
60%($285)
40%($190)
one acre of wetlands and/or
open water areas:

a . Received
Ct�S �.1 . iFlE�i .4N Cjj _ !
SAY
ly
ti '75
off /
.,j�' r .
laQ
_ folie. AEC
---Y=L��tlnvdpr�
0' X 127• S'= (7-, 11 Z- tp)
WeTLAMb FETAT(!».J.
I - 7�7-
� - I t-1
RLL -(APi V rI1NL) -
;1- x 1ti7.'S'= 2�f'iSc 1
u
lam% l
.- - r r - .

�s '
_
_,� �
� � .
�
r , L
�•n
�
V'
� �
.-
-
;i
��.
—',
��rr
�
�
� t�
-_ i N,4,
j
i - --
� ,. �� -
_
�
� i .'� 3' �
_ fY�
_ r.
_
(
- � ,
-
r .� �r��r
� �
�
..
� t'. I.�
�
5�
c, ,1,
-
rt� �r
> � � �
,
ti 4 - ' �
n e
� �l f
�
.. «�.. ,y
' 1�Z� �I _
.
�.
i� ��
1 �
�
�
j � �,
.
_
_
,-, _,
�
�-
a ,.
>_
,�
__
�r
o
,a
� �� _ _
''1
_
`
`
, ~ �
,e
-�'
�
}'.
� �. • � -
r �
..
_
_ �'r � -,�
? ,1 -i
� �
� qtr '
.
_
,,,
�
�a
;J
-
�
. -
'
- . - , � i� . ,
t
�
. `� ..
�
_ �� 'i, ,
�
_
_ t
_ `i �
� '� ' '
, � � F„
�t �"
`,
� � <_ ��, .
�
', �
,
Q _
n'
_
` �
�
,
•
� ���
r
�
�r'�.
i
i -,1`�� -
_
�
� -
. _{;
� �
• Q . -
� �
-
,
r�u �
l �
J � �
I i. f f �r
�
� _

Water Depth
_
@ 120'
O O
Tie Pilings
I I
(4)
O O II
I I
II
Tx 20' Uncovered II
(1)
Jetski in Finger Pier
60 Sq Ft
Water Depth
(43103'
? I I
l
— 3. 0
—
m't_ 1-M71 _�Z� mw� om
Water Depth
@ 75'
-Z.S'
Water Depth
@ 50'
— Io'l
,
0 Water Depth
@ 20'
(shoreline)
O LL
II F II
ll
10'x 20' Boatslip vwth l
II Aluminum Kayak Platform II
roughly 8'x 18'/ 144 sq. ft
l (ELEVATOR) O ll
IL ----11-
LL
H II
4'x 20, Uncovered I I
Finger Pier ll
80 Sq Ft
I
P
6'x 120'
Main Pier
720 Sq Ft.
32'
- 14'
12 111 l
II II III 12 x 17'
Uncovered
Ill IIO i 011 l l Finger Pier
ill I I III I '34S q Ft
14' 32
ill ll Co Bred oathouse ll ( l 12" covered drip -edge.
1I111Ft
q q
448 III I
III 10 o► II l
5•
II II 14
;IIID 30, . 12, xx 111_ III L
-4 uI- Fevered Dec III L
II I� 180 Sq Vit; l l l L
ill II
IN
II III L
TILL _2IUL - II
LPier is 6'x 120'= 720 Sq Ft
Uncovered Deck
D+E+F=539SgFt
L3 Finger Piers
G+H+I=174 Sq Ft
Anthony & Michelle Barber
Scale 1 in. =10 ft
Received
DMEC
M
� D
5'x 24'
Uncovered
Deck
120 Sq. Ft.
L A: Boathouse B: Covered Deck
448 Sq. Ft. 180 Sq. Ft.
12" Covered Drip Edge
A Covered Boathouse
B Covered Deck
C Covered Drip -edge
D Uncovered Deck
E Uncovered Deck
F Boatslip lift with Kayak Platform
G Finger Pier
H Finger Pier
I Uncovered Finger Pier
J 4 Tie Pilings
P Main Pier
AF?-tl. zj&j ZF i ry
ISE 2 ���(-

M�
W
n �R
C
N
�
n
61
CL
W