103-13 Miley, John

Permit Class
NEW
Permit Number
103-13
STATE OF NORTH CAROLINA
Department of Environment and Natural Resources
and
X Major Development in an Area of Environmental Concern
pursuant to NCGS 113A-118
X Excavation and/or filling pursuant to NCGS 113-229
Issued to ,Cohn Miley, 744 Forest Mills Road, Chesapeake, VA, 23322
Authorizing development in Currituck County ado. to Capsies Creek, at 153 & 155 Williams
Drive. Knotts Island , as requested in the permittee's application dated 4/15/13 including the
attached workplan drawings (3), 2 dated 2/26/13 and 1 dated 5/22/13
This permit, issued on August 29, 2013 is subject to compliance with the application (where
consistent with the permit), all applicable regulations, special conditions and notes set forth below. Any violation of these
terms may be subject to fines, imprisonment or civil action; or may cause the permit to be null and void.
Docking Facility
•1) Unless specifically altered herein, this permit authorizes the construction of the docks, piers, covered
boatlift, and other structures and uses located in or over the water that are expressly and specifically set
forth in the permit application. No other structure, whether floating or stationary, shall become a
permanent part of this reconfigured docking facility without permit modification. No non -water
dependent uses of structures shall be conducted on, in or over public trust waters without permit
modification.
(See attached sheets for Additional Conditions)
This permit action may be appealed by the permittee or
other qualified persons within twenty (20) days of the issuing
date. An appeal requires resolution prior to work initiation or
continuance as the case may be.
This permit must be accessible on -site to Department
personnel when the project is inspected for compliance.
Any maintenance work or project modification not covered
hereunder requires further Division approval.
All work must cease when the permit expires on
December 31, 2016
In issuing this permit, the State of North Carolina agrees
that your project is consistent with the North Carolina Coastal
Management Program.
Signed by the authority of the Secretary of DENR and the
Chairman of the Coastal Resources Commission.
Braxton C(/Dois, Director
.on of Coastal Management
This permit and its conditions are hereby accepted.
Signature of Permittee

f John Miley Permit # 103-13 T
„;• Page 2 of 4
i.-T .• ADDITIONAL. CONDITIONS
2) The covered boat slip shall not be completely enclosed or have side coverage more than one half the
height of the side, from the roof waterward.
3)'` The authorized covered boat slip shall be single story, and shall not be designed to allow for second
story use.
-
4): Gi The pier and associated structures shall have a minimum setback distance of 15 feet between any parts
` of the structure and the adjacent property owner's riparian access corridor. This corridor is determined
by drawing a line parallel to the channel, then drawing a line perpendicular to the channel line that
intersects with the shore at the point where the upland property line meets the water's edge.
z:.
5') No attempt shall be made by the permittee to prevent the full and free use by the public of all navigable
_ water at or adjacent to authorized work.
The permittee shall maintain the authorized work in good condition and in conformance with the terms
` and conditions of this permit. The permittee is not relieved of this requirement if he abandons the
permitted activity without having it transferred to a third parry.
6); This permit does not authorize the interference with any existing or proposed Federal project, and the
permittee shall not be.entitled tocompensation for damage to the authorized structure or work, or injury
!' x
which may be caused from existing or future operations undertaken by the United States in the public
interest.
",.,:' 7) : The permittee shall install and maintain at his expense any signal lights or signals prescribed by the U.S.
Coast Guard, through regulation or otherwise, on the authorized facilities. At a minimum, permanent
..
�' _ .• .reflectors shall be attached to the structures in order to make them more visible during hours of darkness
or -inclement weather.
l'.
}• "y ,S) This permit authorizes a maximum of two formalized boat slips.
Bulkhead and Breakwater
9) The authorized bulkhead on the northeast corner of the property shall be located at the normal water
level and landward of all Coastal Wetlands.
10.) The alignment of the permitted bulkhead shall be staked by a representative of the Division of Coastal
Management within a maximum of 30 days prior to the start of any construction.
r,11) The breakwater and bulkhead that crosses the mouth of the upland basin shall adhere to the alignment
and design, including gaps associated with the breakwater, depicted on the attached workplan drawings.
. 12) The bulkhead shall be constructed prior to any backfilling activities.
The bulkhead shall be structurally tight so as to prevent seepage of backfill materials through the
structure.

J-✓:.
- ,
John Miley Permit # 103-13
i
Page 3 of 4
ADDITIONAL CONDITIONS
-14)
The bulkhead shall be solid and constructed of treated wood, concrete slabs, metal or vinyl sheet piles;
or other suitable materials approved by Division personnel.
r«
15).
All backfrll material shall be obtained from a high ground source and confined behind the permitted
bulkhead'.
n: 4
Upland Development
i'
16) _
Unless specifically altered herein, this permit authorizes the grading and other land disturbing activities
associated with the development of the above referenced property, including the single family dwelling,
,.
driveway and associated innovative wastewater treatment system, all as expressly and specifically set
a
forth in the attached permit application and workplan drawings. Any additional land disturbing
activities and/or construction may require a modification of this permit. Contact a Division of Coastal
Management representative at [phone] for this determination.
Sedimentation and Erosion Control
In order to protect water quality, runoff from construction shall not visibly increase the amount of
suspended sediments ir adjacent waters.'
3)` Appropriate sedimentation and erosion control devices, measures or structures shall be implemented to
ensure that eroded matzrials do not enter adjacent wetlands, watercourses and property (e.g. silt fence,
diversion swales or ben-ns, etc.).
Stormwater Management
19), The N.C. Division Energy, Mineral, and Land Resources approved this project under stormwater
management rules of the Environmental Management Commission under Stormwater Permit No.
SWG010018 on 8/12/13. Any violation of the permit approved by the DEMLR will be considered a
violation of this CAMA permit.
General
The permittee understands and agrees that, if future operations by the United States requires the
removal, relocation, or other alteration of the structure or work authorized by this permit, or if in the
opinion of the Secretary of the Army or his authorized representative, said structure or work shall cause
unreasonable obstruction to free navigation of the navigable waters, the permittee will be required, upon
due notice from the Corps of Engineers, to remove, relocate or alter the structural work or obstructions
caused thereby, without expense to the United States or the state of North Carolina. No claim shall be
<: -5'• ` made against the United States or the state of North Carolina on account of any such removal or
alteration.
`, ;i21) No open water areas shall be excavated, even temporarily.
22) This permit shall,not be not be assigned, transferred, sold, or otherwise disposed of to a third party
without the written approval of the Division of Coastal Management.
YA(

John Miley
Permit 103-13
Page 4 of 4
ADDITIONAL CONDITIONS
23) The permitted and/or, his contractor shall meet with a ;representative of the Division prior to project
initiation.
24) Mitigation shall be provided in'6ccordance with the provisions outlined in the U.S Army Corps'of
Engineers, Wilmington District, Compensatory Mitigation Responsibility Transfer Form.
NOTE: This permit, does not.eliminate the need to obtain any additional state, federal or local permits;
-
approvals or authorizations that may be required.
NOTE: , ' Future development of. the permittee's property may require a modification of this permit:
Contact a representative of the Division at (252)-264-3901 prior to the commencementcof any
such activity• for this detemunation. The pennittee is "further advised'that many non -water
dependent activities are not authorized within 30 feet of the normal water level:
NOTE: The N.C. Division of Water'Quality has authorized the proposed project under'D.WQ Project, No.
13-0606_.
NOTE: The U.S. Army Corps of Engineers authorized,the proposed project under COE Action Id. No.
. SAW-201'3-01'i:71. .
I

Lot 26 and Lot 27 Bertha L. Williams Subdivision
John J. Miley Residential Site Plan
CAMA Major Permit Application
Revision 04/09/13 per NC DCM Comments 03/18/13
PROJECT DESCRIPTION
Site Location
The site is two properties that are approximately 0.53 acres located in the Bertha L. Williams
Subdivision along a man-made canal and Capsies Creek ("SC"waters of Currituck Sound) on
Knotts Island. The lots are accessed via Williams Drive (NCSR 1120) and are roughly centered
on latitude 36.5426490°N and longitude 75.9188178aW (Figure 1-Relevant Portion of USGS
Topographic Quadrangle-Knotts Island). The Bertha L. Williams Subdivision on Knott's
Island was platted in the early 1960's.
Existing Development
Based on a review of historic aerial photography, both lots were formerly developed with a mobile
home and associated infrastructure on each respective lot. One of the mobile homes apparently
burned and the other was moved. Two concrete septic tanks and some utility and light poles
remain. Otherwise, the lots are vacant. Historic aerial photography of the site has been
included as Attachment 1. Recent aerial photography (2011) with the site plan overlain has been
included as Attachment 2.
Issued Permits and Permitting History
Other than septic approvals, and recent Albemarle Regional Health Services (ARHS) site
evaluations, there are no known permits issued for this property. Areas of United States Army
Corps of Engineers (USACE) and North Carolina Department of Environment and Natural
Resources (NCDENR) Division of Coastal Management (DCM) wetlands jurisdiction have been
delineated and are presented on the attached Figure 2- Wetlands Plat.
Proposed Work
The applicant proposes to stabilize the shoreline of the property through a combination of 151
linear feet (If) of bulkheads and 84 If of breakwaters as shown on the attached Figure 3-CAMA
Major Site Plan. The applicant proposes to construct a 2,000 square feet (sf) footprint three
bedroom home and all required infrastructure as shown on the attached Figure 3.
The proposed residential development will require the fill of 3,904.8 sf of USACE Jurisdictional
Wetlands, 1840.3 sf of bulkhead backfill and 1,534 sf of existing boat basin (includes bulkhead
backfilling in that location). The fill is required to provide appropriate septic setbacks for an
innovative wastewater treatment system.
The Applicant proposes to construct a six feet by 34 feet wooden pier with 400 sf of open decking
and two formalized boat slips each measuring 12 feet by 20 feet. One slip will include a boat lift
�vitk-severl as shown on the attached Figure 3.
F tJe Ra��r per,S/dJR en s; 940.
Proposed development will create 1,368.4 sf of impervious surfaces within the 75 feet Area of
Environmental Concern (AEC) resulting in $„t*percent impervious surface coverage within the
AEC. There is no proposed coverage within the 30 feet Vegetated Buffer. RAn s-AI)I3
JUN 0 7 2013
DCN1-YMCrrT

Stormwater Management
There are no proposed discharges to any "Waters of the State". Currituck County stormwater
considerations may be required and will be addressed appropriately.
Soil Erosion and Sedimentation Control
The proposed development does not require a formal Soil Erosion or Sedimentation Control Plan.
However, silt fencing will be placed along the coastal wetlands line prior to any authorized land
disturbance. A Currituck County Disturbance Permit will be required prior to any development.
Water and Sewer
Development of the property will involve installation of an advanced on -site septic system
permitted through ARHS. A private on site well will be installed in accordance with the 2C Well
Construction Standards.
ILAPR 18 2013
RECEIVED
JUN 0 7 2013
DCM-MHD CITY

gem MP-1
APPLICATION for i APR 18 2013
Major Development Perms
(last revised 12/27/06)--"—`------�
North Carolina DIVISION OF COASTAL MANAGEMENT
1. Primary Applicant/ Landowner Information
Business Name
(' Name Project Pr jrf applicable)
Lot 26 and Lot 27 Bertha Williams Subdivision
Applicant 1: First Name
MI
Last Name
John
J
Miley
Applicant 2: First Name
MI
Last Name
If additional applicants, please attach an additional page(s) with names listed.
Mailing Address
PO Box
CRY
State
744 Forest Mills Road
Chesapeake
VA
ZIP
Country
Phone No.
FAX No.
23322
ext.
_ _
Street Address(# different from above)
city
State
ZIP
Same as above.
Email
[e-mail]
2. Agent/Contractor Information
Business Name
Quible & Associates, P.C.
Agent/ Contractor 1: First Name
MI
Last Name
Warren
D
Eadus
Agent/ Contractor 2: First Name
MI
Last Name
Mailing Address
PO Box
CRY
State
PO Drawer 870
870
Kitty Hawk
NC
ZIP
Phone No. 1
Phone No. 2
27949
252 - 261 - 3300 ext.
ext.
FAX No.
Contractor #
252 261 1260
Street Address (if different from above)
CRY
State
ZIP
8 Juniper Trail
Southern Shores
NC
27949 -
Email
[e-mail]
RECfiIVBA
<Form continues on back> JUN 0 7 k813

Form DCM MP-1 (Page 2 of 4)
APR 18 2013�I
APPLICATION for
Major Development Permit
3. Project Location
County (can be multiple)
Street Address -_ _ - -.
State Rd. #
Currituck
153 Willams Drive
1299
Subdivision Name
City
State
Zip
Bertha L. Williams Subdivision
Knotts Island
INC
27950 -
Phone No.
Lot No.(s) (if many, attach additional page with list)
- - ext.
I I I ,
a. In which NC river basin is the project located?
b. Name of body of water nearest to proposed project
Pasquotank
Capsies Creek (Currttuck 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.)
292
(Two parcels) 25,371 sf
c. Size of individual lot(s)
d. Approximate elevation of tract above NHW (normal high water) or
Lot 26 (0.25 acres), Lot 27 (0.28 acres),
NW L (normal water level)
(if many lot saes, please attach additional page with a list)
3 ❑NHW or ®NW L
e. Vegetation on tract
Maintained grasses and wetlands consisting of Salix nigra and S. patens along with C. jamaicens.
f. Man-made features and uses now on tract QED
Septic tanks and light poles.
JUN 0 7 2013
g. Identify and describe the existing land uses ad6acen to the proposed project site.
Residential DCM-MAD CITY
h. How does local government zone the tract?
I. Is the proposed project consistent with the applicable zoning?
Agricultural
(Attach zoning compliance certificate, if applicable)
®Yes ❑No ❑NA
j. Is the proposed activity part of an urban waterfront redevelopment proposal? ❑Yes ®No
k. Has a professional archaeological assessment been done for the tract? If yes, attach a copy. []Yes ®No ❑NA
If yes, by whom?
I. Is the proposed project located in a National Registered Historic District or does it involve a ❑Yes ®No ❑NA
National Register listed or eligible property?
<Form continues on next page>
252-808 24,1 .. 9.33'3-4R C 0 p,:, r '.n,^ :, a s. a l m a n a'I � rn",i. 1� et

Form DCM MP,1 (Page 3 of 4)
APPLICATION for
Major Development Permit
M. (i) Are there wetlands on the site? - - -- ®Yes ❑No
(ii) 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.
Derelict conventional septic tanks and drainfields. Site is currently undeveloped but was developed residential as recently as
2007.
o. Describe existing drinking water supply source.
On site groundwater well (new well to be installed).
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.
Private 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.
Conventional equipment will be used to construct the residence, install bulkhead and build pier etc...
d. List all development activities you propose.
Construction of 160 linear feet of bulkhead, 150 linear feet of free standing breakwater, fill of 3,904.8 sf USACE Section 404
Wetlands, fill of man made boat basin (1,534 at), construction of 2,000 sf (footprint) residential structure and all required
infrastructure as shown on attached plats.
e. Are the proposed activities maintenance of an existing project, new work, or bah? New Work
f. What is the approximate total disturbed land area resulting from the proposed project? 11,500 ®Sq.Ft or ❑Acres
g. Will the proposed project encroach on any public easement, public accessway or other area ®Yes ❑No ❑NA
that the public has established use of?
h. Describe location and type of existing and proposed discharges to waters of the state. RECQVED
No discharges to waters of the state existing or proposed.
JUN 0 7 2013
I. Will wastewater or stormwater be discharged into a wetland? ❑Yes ® - L+1TV
If yes, will this discharged water be of the same salinity as the receiving water? []Yes ❑No ®NA
J. Is there any mitigation proposed? ®Yes ❑No ❑NA
If yes, attach a mitigation proposal.
<Form continues on back>

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) — (n 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.
I. 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 Richard L. Hodges III and Wendy M. Hodges Phone No.
Address 151 Williams Drive Knotts Island, NC 27950
Name Jo Ann M. Little and Judy M. Little Phone No.
Address 1845 N Alanton Dr Virginia Beach, VA 23454
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 author2ation form, if applicable.
I. Welland delineation, if necessary.
j. A signed AEC hazard notice for projects in oceanfront and inlet areas. (Must be signed by properly 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
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 r�(5�20(3 Print Name �'J
Signature
APR 18 2013
Please indicate application attachments pertaining to your proposed project.
®DCM MP-2 Excavation and Fill Information ❑V69EOM Bridges
®DCM MP-3 Upland Development
®DCM MP-4 Structures Information YiJ ,' 0 7 2013
r •r

Form DCM MP-2
EXCAVATION and FILL
(Except for bridges and culverts)
APR 1 8 2013
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.
Access
Other
Channel
(NLW or
Canal
Boat Basin
Boat Ramp
Rock Groin
Rock
Breakwater
(excluding
shoreline
NWL)
stabilization
Length
46
Width
32
Avg. Existing
2.0
NA
NA
Depth
Final Project
+3.0
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
(CW ), submerged aquatic vegetation (SAV), shell bottom (SB),
or other wetlands (W L)? If any boxes are checked, provide the
number of square feet affected.
❑cW ❑SAV ❑SB -
OWL ❑None
(ii) Describe the purpose of the excavation in these areas:
d. High -ground excavation in cubic yards.
2. DISPOSAL OF EXCAVATED MATERIAL ® This section not applicable
a. Location of disposal area.
c. (i) Do you claim title to disposal area?
Oyes ❑No ❑NA
(if) If no, attach a letter granting permission from the owner.
disposal area.
d. (i) Will a dis oral area be available for future maintenance?
❑Yes LJNo ❑NA
(if) If yes, where?
e. (1) Does the disposal area include any coastal wetlands/marsh f.
(CW ), submerged aquatic vegetation (SAV), shell bottom (SB),
or other wetlands (W L)? If any boxes are checked, provide the
number of square feet affected.
❑CW ❑SAV ❑SB
❑WL []None
(ii) Describe the purpose of disposal in these areas:
(i) Does the disposal include any area in the water?
[]Yes ❑No ❑NA
(ii) If yes, how much water area is affected?
RECEIVED
JUN 0 7 2013
nrM-MHD CITY
zsz sn� -

Form DCM MP-2 (Excavation and Fill, Page 2 of 3)
3. SHORELINE STABILIZATION ❑This section not applicable
(If development is a wood groin, use MP-4 — Structures)
a. Type of shoreline stabilization: b. Length: Breakwater 4 Lfk Bulkh if ISO RAQ S'3-%?
LgBulkhead ❑Riprap OBreakwater/Sill ❑Other:
c. Average distance waterward of NHW or NW L:2feet—
B.rlKticac� C iS.4 Brc.:.KuR.1+r @ S.�'
(ataEias•a .+,.�N,�t'C Ne W. r) 1211t1 E-3-13
e. Type of stabilization material:
Wood and vinyl
g. Number of square feet of fill to be placed below water level.
Bulkhead backf111840.3 Riprap_
Breakwater/Sitl Other
i. Source of fill material.
Permitted mine.
Width: Bulkhead 2 feet and Breakwater 2 feet
d. Maximum distance waterward of NHW or NW L: Bulkhead 47 feet
(filling of man made boat basin) and 10 feet Breakwater
f. (i) Has there been shoreline erosion during preceding 12
months?
❑Yes ®No ❑NA
Ili) If yes, state amount of erosion and source of erosion amount
information.
h. Type of fill material.
Clean sand
4. OTHER FILL ACTIVITIES ❑This section not applicable
(Excluding Shoreline Stabilization)
a. (i) Will fill material be brought to the site? ®Yes []No El NA b. (1) Will fill material be placed in coastal wetlands/marsh (CW ).
If yes,
(it) Amount of material to be placed in the water 285 yards
and two areas of Section 404 wetlands totallino 3.904.8 sf.
(iii) Dimensions of fill area Boat Basin -Approximately 45 feet
by 32 feet (irregular shape)Remaining wetlands 3,904.8 sf in
irregular shapes.
IN) Purpose of fill
Fill "sifted in" boat basin to create appropriate separation for
installation of septic system to serve proposed residential
home. Fill of wetlands for septic separation, placement of
residential home and provide driveway access for
properties platted in 1963.
5. GENERAL
submerged aquatic vegetation (SAV), shell bottom (SB), or
other wetlands (W L)? If any boxes are checked, provide the
number of square feet affected.
❑CW _ ❑SAv ❑SB
OWL 3,904.8 ❑None
(ii) Describe the purpose of the fill in these areas:
Lot fill to create separation for installation of septic and to allow
construction of single family residence on lots platted in 1963.
a. How will excavated or fill material be kept on site and erosion b. What type of construction equipment
controlled? backhoe, or hydraulic dredge)?
NA NA
c. (i) Will navi ational aids be required as a result of the project? d.
❑Yes LgNo ❑NA RECEIVED
(ii) If yes, explain what type and how they will be implemented.
za
Date
nNnn9�13
(i) Will wetlands be crossed in transporting equipment to project
site? ❑Yes ®No ❑NA
(it) If yes, explain steps that will betaken to avoid or minimize
environmental impacts.
Lor up a+vo Z11- le1nu jmu'lw t( INuu» a
Project Name
252,808-2808 1-888-4t$r. s. .'# �.r _..i":o-t t3irr.3nA r..>>> i:`';>ti. A4

Form DCM MP-,2 (Excavation and Fill, Page 3 of 3)
Applicant Npmq APR 1 8 2013
M, �
Applicint Si nature
RECEIVED
JUN 0 7 2013
DCM-MRDCTrY
-52 3m zal A aqln;et: e, .,visad; 12126;06
M 2303 ?Oe 4'.RCOASI -;

Form DCM MP-3
UPLAND DEVELOPMENT
(Construction and/or land disturbing activities)
i
APR 1 8 2013
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 b. Number of lots or parcels.
proposed. r,,,,,
One residential structure with a 2,000 sf footprint. Pile
supported.
c. Density (give the number of residential units and the units per
acre).
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 ONO ❑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.
-4.5.1— %. el `/o RAR Pcr s/.?al t; co""'4"w
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.
13.4
j. Describe proposed method of sewage disposal.
On site, active drip disposal.
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).
NA
d. Size of area to be graded, filled, or disturbed including roads,
ditches, etc.
11,500 sf
f. List the materials (such as mad, paver stone, asphalt, or concrete)
to be used for impervious surfaces.
Paver stone, asphalt, gravel and concrete
h. Projectsthat 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 ONO ❑NA
(ii) If yes, list the date submitted:
k. Have the facilities described in Item (i)received state or local
approval?
[]Yes ONO ❑NA
If yes, attach appropriate documentation.
M. Does the proposed project include an innovative stormwater
design?
❑Yes ONO ❑NA
If yes, attach appropriate documentation.
RECEWED
JUN 0 7 2013
DCM-MHD CITY
252-808-28082 :: 1-888-4RCOAST :: www.nccoastaimaolagement.net

Form DCM MP-3 (Upland Development, Page 2 of 2)
m. Describe proposed drinking water supply source (e.g., well,
community, public system, etc.)
Well
o. When was the lot(s) platted and recorded?
1963
4IX113
Date
n. (i) Will water be impounded? ❑Yes ®No ❑NA
(ii) If yes, how many acres?
p. If proposed development is a subdivision, will additional utilities be
installed for this upland development?
❑Yes ❑No ®NA
COT- Z& A1yo 27- "6tk4a, L-Ly1L14gV.1 SLpNW OO
Project Name
T*& d ,
Applicant Name
Appl[eantOgnature
APR 18 2013
RECEIVED
JUN 0 7 2013
DCM -MHD Cast
252-808-2808 :: 1-888-4RCOA57 :: www.nccoastaimanag_ement.net revised: 12126106

Form DCM MP-4
STRUCTURES
(Construction within Public Trust Areas)
1APR 8 2013
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 IDPrivate/Community
❑ This section not applicable
b. (i) Will the facility be open to the general public?
❑Yes ®No
c. (i) Dock(s) and/or plar(s)
d. (!)Are Finger Piers included? ❑Yes ®No
III) Number 1
If yes:
(III) Length 34
(ii) Number _
(iv) W idth 6
(iii) Length
(v)Floating ❑Yes ®No
(iv)Width _
(v)Floating Oyes ❑No
e. (i) Are Platforms included? ®Yes ❑No
f. (1) Are Boatlifts included? ®Yes []No
If yes:
If yes:
III) Number 1
(ii) Number 1
(III) Length 20
(iii) Length 12
(iv) Width 20
(iv)Width 20
(v) Floating []Yes ®No
Note: Roofed areas are calculated from dripline dimensions.
g. (!)Number of slips proposed
h. Check all the types of services to be provided.
2
❑ Full service, including travel lift and/or rail, repair a
(ii) Number of slips existing
maintenance service
❑ Dockage, fuel, and marine supplies
® Dockage ("wet slips") only, number of slips: 2
❑ Dry storage; number of boats:
❑ Boat ramp(s); number of boat ramps:
❑ Other, please describe:
L Check the proposed type of string:
❑ 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: 24
m. (i) Will the facility have tie pilings?
®Yes []No
(ii) If yes number of tie pilings?
2
I. Describe the typical boats to be served (e.g., open runabout,
charter boats, sail boats, mixed types).
Open runabout
RECEIVED
JUN 0 7 Z013
I. (!)Will the facility be open to the general pfflow IFi ic"
❑Yes ®No
252-808-2808 :: 1-8884RCOAST :: www-nccoastalmanagennent.net revised: 12/27iO6

Form DCM MP-4 (Structures, Page 2 of 4)
2.
DOCKING FACIUTY/MARINA OPERATIONS
® This section not applicable
a.
b.
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:
Describe treatment type and disposal location for all sanitary wastewater.
_ -
r ---
APR 18 2013
c.
Describe the disposal of solid waste, fish offal and trash.
d.
How will overboard discharge of sewage from boats be controlled?
e.
(1) 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.
i.
Give the number of channel markers and "No Wake" signs proposed.
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?
RECEIVED
m.
Is the marina/docking facility proposed within a primary or secondary nursery area?
❑Yes ❑No
JUN 0 7 2013
DCM-MHD CITY
252-808-2808 :: 1-888-4BCOAST :: www.nccoastal_managernent.net a-eaised: 12,2706

Form DCM MP-4 (Structures, Page 3 of 4)
n. Is the marina/docking facility proposed within or adjacent to any shelffish harvesting area?
❑Yes ❑No
o. Is the marina/docking facility proposed within or adjacent to coastal wetlandstmarsh (CW ), submerged aquatic vegetation (SAV), shell bottom
(SB), or other wetlands (W L)? 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) ®This section not applicable I
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.
14. GROIN (e.g., wood, sheetpile, etc. If a rock groin, use MP-2, Excavation and Fill.) ®This section not applicable
a. (i) Number _
(it) Length
(if) Width
5. BREAKWATER (e.g, wood, sheetpffe, etc.) ❑This section not applicable
a. Length 84 b. Average distance from NHW, NW L, or wetlands
5.9' RAIL 5--3-13
c. Maximum distance beyond NHW, NW L or wetlands
,L')o RAt1
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
7. GENERAL
191):}1y i7
JUN 0 7 2013
DCM-MHD CITY
b. Number
d. Description of buoy (color, inscription, size, anchor, etc.)
d3a 3J6-2808:: 1-888-4RCDASi :: www_nccoastaimanagentent.net revised: 12127)O6

Form DCM MP-4 (Structures, Page 4 of 4)
a. Proximity of structures) to adjacent riparian property lines b. Proximity of structure(s) to adjacent docking facilities.
15 feet or greater Unknown, greater than 50 feet.
Note: For buoy or mooring piling, use arc of swing including length
ofvessel.
c. Width of water body
912 feet Caosies Creek: Canal 35-40 feet
e. (1) 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. Water depth at waterward end of structure at NLW or NW L
3.0 feet (rel. NWL)
8. OTHER ®This section not applicable
a. Give complete description: .
411s1 t3
Date
L-Ot
FASIAt L, Wi(INNuS sVBDW1s10N
Project Name
-10" S , 11A 1(�1
Applicant Name
AppW5ant F)gnature
r
APR 1 8 2013
RECEIVED
JUN 0 7 2013
DCM-MHD CITY
252-808 2808 1-888-4RCOAST :: www_nccoastaimanagetnent,.pet revised: 1ZVM6

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Statement of Compliance with Session Law 2009-337 An Act to Promote
the Use of Compensatory Mitigation Banks and SL 2011-343.
(link to SL 2009-337) (link to SL 2011-343)
Prior to accessing the Ecosystem Enhancement Program (EEP) In -Lieu Fee Mitigation
Program, all applicants requesting wetlands, stream and/or riparian buffer mitigation are now
required by law to comply with Session Law 2009-337 An Act to Promote the Use of
Compensatory Mitigation Banks as well as Session Law 2011-343, which made changes to
the definition of "government entities." All requests submitted on or after June 27, 2011
MUST include this form signed and dated by the permit applicant or an authorized agent.
Please refer to DENR's Implementation Policy for more detailed guidance.
Compliance Statement:
have read and understand SL-2009-337 and SL-2011-343 and have, to the best of my
knowledge, complied with their requirements. I understand that participation in the
NCEEP is voluntary and subject to approval by permitting agencies.
Please check all that apply:
Applicant is a Federal or State Government Entity or a unit of local government
meeting the requirements set forth in G.S. 143-214.11 (as amended by SL 2011-
343) and is not required to purchase credits from a mitigation bank.
There are no listed mitigation banks with the requested credit type located in the
hydrologic unit where this impact will take place (link to DWQ list) (see "approved
mitigation bank" link under "Options for compensatory mitigation" heading)
v Sty JA �rft-))
Mitigation bank(s) in the hydrologic unit where the impacts will occur have been
contacted and credits are not available.
The DWQ or the Corps of Engineers did not approve of the use of a mitigation
bank for the required compensatory mitigation for this project.
This is a renewal request and the permit application is under review
credits were not available at the time the application was submitted.
Enter date permit application was submitted for review:
Bank
Note: It is the applicant's responsibility to document any inquiries made to private.mitigation
banks regarding credit availability.
initial here
IAAr� RECEIVED
Sighat6re of Applicant or Agent
JUN 0 7 2013
Date
DCM-MAD CrrV
GoT /.4ll1tkWJ
Project Name SU�SplUiS(ON� /itlGE
Printed Name-- !
Location

NORTH CAROLINA ECOSYSTEM ENHANCEMENT PROGRAM, NCEEP
IN -LIEU FEE REQUEST FORM
Revised 1/17/2013
Complete requested information, sign and dateemail to or fax to kelly.williamsna ncdenr.aov (fax) 919-707-8976. Attachments
are acceptable for clarification purposes (location map or let long is required). Information submitted is subject to NC Public
Records Law and may be requested by third parties. Review meetings are held on Tuesday afternoons. Information submitted is
subject to NC Public Records Law and may be reauested by third oarties.
CONTACT INFORMATION_
APPLICANT'S AGENT (optional)
APPLICANT
1. Business or Individual Name
I _ _
I Jo"&
2`Street Addressor PO Box -
ItIL S
3_Cily,State, Zip
---_._._._.__._..
J_E
✓j�
4_Contact Person--------_Wi4aw
ovw&
VWL
5_Telephone Number
S . 7 & . 3 p
— _`-
8. Fax Number-_.
- , 2(c(• lZ 4
—7_E_MailAddress (optional)
8. Project
8. Project Location
or attach a map
12. River Basin &
(See Note 1)
03o( 0ZV<
is. vroject t ype --speclty owner type and
write in project type (e.g. school, church, retail, Owner Type: _Govemment
residential SD, apartments, road, utilities,
Wetland Impact
.q
✓ Private
o�
IV. non-rclpanan vveaana impact (ac.) 31 q0q SF r p q
------------------_----- --------- ------------- - - - ---- ----- --- -------
16. Coastal Marsh Impact (ac.)
N R__
17.Streim Impact (ft.) (e.g._ 1,234) Warm Cool Cold
18. Riparian Buffer Impact (sq. ft.) Zone 1: 2one 2:
(where applicable) N
19. Regulatory Agency Staff Contacts USACE I DWp
(Indicate names, if known) is SCal2p)pG
__._.-----.----------- ---- --- -_.__._._.-.-_.-.-:>_._.__,-,.___.._._...__._._.__._U.._._a_._,._.____.____-./.__..._._-__., .
IMPORTANT I By signing below, the applicant is confirming they have
Check (�) below if this request is for a: I. read and understand EEP's refund policy posted at
— revision to a current acceptance nceep.net and attached to this form.
— renewal of an expired acceptance Signatur f icant or Authorized Agent:
—extension of unexpired acceptance
Date:
Note 1: For help in determining the Cataloging Unit visit:www.n n or contact EEP
Direct questions to Kelly Williams at 919-707-891k!o. vv �(dncdenr.aov or to EEP's frc
MM-UNDCITY
r1 _-
,' 1
r—
tdes at9$%�07,8f61 1`a
I

Warren Eadus
From:
Sent:
To:
Subject:
Classification: UNCLASSIFIED
Caveats: NONE
Barnes, Kyle W SAW <[e-mail]>
Monday, April 15, 2013 8:08 AM
Warren Eadus
RE: Jack Miley Knotts Island (UNCLASSIFIED)
GDSRB is still on hold for selling credits. EEP is the only game right now.
-----Original Message -----
From: Warren Eadus [mailto:weadusaguible.coml
Sent: Wednesday, April 10, 2013 5:04 PM
To: Barnes, Kyle W SAW
Subject: Jack Miley Knotts Island
Are you accepting mitigation credits from Great Dismal Swamp Restoration Bank for projects on Knotts Island?
Specifically, I am submitting a CAMA Major for Jack Miley (just recently issued JD Lots 26 and 27 Bertha
Williams Subdivision) and we need to fill so that he can put up a three bedroom house and get a septic system
to work. I need to offer mitigation and was getting ready to request EEP, but I have to check around with the
banks first.
Warren D. Eadus, P.G.
President
Quible & Associates, P.C.
8 Juniper Trail
PO Drawer 870
Kitty Hawk, NC 27949
t 252.261.3300
f 252.261.1260
m 252.202.8166
www.guible.com <blocked::hftp://www.quible.com/>
RECEIVED
JUN 0 7 2013
DCM-MHDU CITY
LEGAL DISCLAIMER
The information transmitted is intended solely for the individual or entity to which it is addressed and may
contain confidential and/or privileged material. Any review, retransmission, dissemination or other use of or

SITE
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LEGEND
EAPROPOSED GRAVEL
PROPOSED AREAS OF FILL
r EXISTING COASTAL WETLANDS
I (NO FILL PROPOSED)
PROPOSED TO BE FILLED
-, NON —COASTAL 404 WETLANDS
L - - - - (3,904.8 SQ.FT.)
EXl5Tlt,
1. OWNER: UFE TENANT:
0 NORMA PARKER SAWYER HALL
n 6: JOHN J. MILEY
744 FOREST MILLS RD
£ CHESAPEAKE, VA 23322
2. PIN NUMBER: 075AN0002700M 8: 07SAOM00260WO
i
_ 3. RECORDED REFERENCE: M.B. 2. PG. 128; D.B. 1082, PC. 729; D.B. 107, PC. 440
4. PARCEL AREAS: LOT 26 AREA TO EXISTING NORMAL WATER UNE = 10.943 sgft / 0.25 as
LOT 26 AREA TO PROPOSED IORMAL WATER UNE = 12.471 sq.R. / 0.29
LOT 26 PLAT AREA = 14.1482 agft / 0.34 cum
LOT D AREA TO EXISTING NORMAL WATER LINE - 12.356 Nft / 0.28 oa
LOT 27 AREA TO PROPOSED NORMAL WATER UNE - 12.612 q.ft. / 0.29
LOT 27 PLAT AREA = 19,855 sgft / 0.46 acres.
S. WETLAND AREAS k IMPACTS:
a
c USAGE 404 WETLANDS = 3,904.8 SQ.FT.
,i 3.90,1.8 SO.". PROPOSED TO BE FILLED
oCOASTAL WETLANDS = 4,15DO SQF1
10 0 SO.". PROPOSED TO BE FILLED
V6. PROPOSED IMPROVEMENTS Y IMPACTS:
L TOTAL IMPERVIOUS COVERAGE: 3,369.3 SOFT. (13.4i OF TOTAL PROPOSED LOT AREA)
T LENGTH OF PROPOSED BULKHEADS: 151 LN.FT.
LENGTH OF PROPOSED BREAKWATERS: 84 LN.FT.
AREA WITHIN 30' BUFFER - ],]03.8 SQ.FT.
PROPOSED IMPACTS WITHIN 30' BUFFER: PROPOSED GRADING, BULKHEAD BACKFILL, AND FILL FOR
SEPTIC DISPOSAL. (0 SO.FT. OF IMPERVIOUS COVERAGE PROPOSED.) = 0%
AREA WITHIN 75' A.E.C. - 16.657.3 SQ."
I PROPOSED IMPACTS WITHIN 75' A.E.C.: PROPOSED DWELLING. GRADING, BULKHEAD BACKFILL. AND FILL
FOR SEPTIC DISPOSAL
(1,368.4 SQ.FT. OF IMPERVIOUS COVERAGE PROPOSED) = 8.2% IMPERVIOUS WITHIN A.E.C.
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PROJFCT COPYRIGHT C) 2013
QUITLE & ASSOCIATES, P.C. ArrACEMEW 02 - 2MO AERIAL OVERLAY 3-kfj 71 MILE SINCE 1959
P12085 THIS DOCUMENT IS THE PROPERTY OF QUIBIE Quible
— & ASSOCIATES, P.C. ALL RIGHTS ARE
DRAWN BY RESERVED. ANY REPRODUCTION OF THIS OR LOTS 26 & 27
POSSESSION WITHOUT PRIOR PERMISSION OF & Associates, P.C.
TAS QUIBLE & ASSOCIATES, P.C. WILL CONSTITUTE DIPMTRA LWMLI"S SUBDIWISION
— VIOLATION OF COPYRIGHT LAWS. VIOLATION ENGINEERING *CONSULTING *PLANNING
CHECKED BY WILL BE SUBJECT TO LEGAL ACTION FRUITVILLE TOWNSHIP CURRITUCK COUNTY ENVIRONMENTAL SCIENCES * SURVEYING
WDE I S PLAIN OR PLAT IS NOT SIGNED AND NORTH CAROLINA NC License#: C-0208
SDATHEID BY A LICENSED PROFESSIONAL THEN PO Dira.., 870, Kiffy Hawk, NO 27949
THISAN OR PLOT SHALL HE CONSIDERED 0 30 60 Phone: [phone]
DATE PRELIMINARY AND NOT A CERTIFIED DOCUMENT -1260
NOT E USED FOR CONSTRUCTION] Fax: (252) 261
-26 � SALES
GRAPHIC SCALE IN FEET 1-=,30 E-Mail; admin[stratorOquibfe.com
2 -13 AND
DICRIIAILTABES OR LAND CONVEYANCES.

North Carolina
Pat McCrory
Governor
John Miley
744 Forest Mills Road
Chesapeake, VA 23322
Dear Sir or Madam:
Bork • rA
WDENR
Department of Environment and
Division of Coastal Management
Braxton C. Davis
Director
August 30, 2013
Natural Resources
John E. Skvarla, III
Secretary
The enclosed permit constitutes authorization under the Coastal Area Management Act, and. where applicable, the
State Dredge and Fill Law, for you to proceed with your project proposal. The original (buff -colored form) is retained by
you and it must be available on site when the project is inspected for compliance. Please sign both the original and the
copy and return the copy to this office in the enclosed envelope. Signing the permit and proceeding means you have
waived your right of appeal described below.
If you object to the permit or any of the conditions, you may request a hearing pursuant to NCGS 113A-121.1 or
113-229. Your petition for a hearing must be filed in accordance with NCGS Chapter 150B with the Office of
Administrative Hearings, 6714 Mail Service Center, Raleigh, NC 27611-6714, [phone] within twenty (20) days
of this decision on your permit. You should also be aware that if another qualified party submits a valid objection to the
issuance of this permit within twenty (20) days, the matter must be resolved prior to work initiation. The Coastal
Resources Commission makes the final decision on any appeal.
The project plan is subject to those conditions appearing on the permit form.. Otherwise, all work must be carried
out in accordance with your application. Modifications, time extensions, and future maintenance requires additional
approval. Please read your permit carefully prior to starting work and review all project plans, as approved. If you are
having the work done by a contractor, it would be to your benefit to be sure that he fully understands all permit
requirements.
From time to time, Department personnel will visit the project site. To facilitate this review, we request that you
complete and mail the enclosed Notice Card just prior to work initiation. However, if questions arise concerning permit
conditions, environmental safeguards, or problem areas, you may contact Department personnel at any time for assistance.
By working in accordance with the permit, you will be helping to protect our vitally important coastal resources.
Sincerely,
r7
Douglas V. Huggett
Major Permits and Consistency Manager
Enclosure
400 Commerce Ave., Morehead City, NC 28557
Phone: [phone] FAX: [phone] Internet: vnnv.nocoastalmanagement.net
An Equal Opportunity IAtfirmaOve Action Employer

��WA
NCDENR
North Carolina Department of Environment and
Division of Coastal Management
Pat McCrory Braxton C. Davis
Governor Director
August 29, 2013
Mr. Richard and Wendy Hodges
151 Williams Drive
Knotts Island, NC 27950
Dear Mr. and Mrs. Hodges,
Natural Resources
John E. Skvarla, III
Secretary
Thank you for your letter concerning the Coastal Area Management Act (LAMA) Major
Development Permit application submitted by John Miley, in Currituck County. The Division
appreciates your concerns about the proposed project.
The Coastal Area Management Act permit review process involves a coordinated state and
federal review of each permit application, with all review agency comments considered by the
Division before final action is taken on a permit application. In this case, no inconsistencies with
the Coastal Area Management Act were identified as a result of this review. Consequently, the
Division has issued a Major Permit, No. 103-13 for the proposed activity. A copy of the permit
is being provided to you for your information.
If you wish to object to the actions taken on this permit application, you may request an appeal
of this decision within twenty (20) days of the permit decision. If you would like copies of the
appropriate appeal forms or should you like to discuss the specifics of the process, please contact
me by telephone at [phone], or by email at [e-mail].
Sincerely,
---Daniel M. Govoni
Asst. Major Permits Coordinator
400 Commerce Ave., Morehead City, NC 28557-3421
Phone: [phone] \ FAX: [phone] Internet: www.nccoastaimanaoement.net
An Equal Opportunity lAffifmative Action Employer

DCM Coordinator: �- 0
MAILING DISTRIBUTION SHEET
Permit #: l e�? r�,3
1S
DCM Field Offices
Elizabeth City i (with revised work plan drawings)
Morehead City
Washington
Wilmington
US ACOE Offices:
Washington: Raleigh Bland
Tracey Wheeler
William Westcott (NC DOT)
Bill Biddlecome (NC DOT)
Wilmington: Dave Timpy
Cultural Resources: Renee Gledhill -Early
Public Water Supply: Debra Benoy (WIRO)
Joey White (WARD)
Marine Fisheries: Anne Deaton
Jeannie Hardy
NC DOT: Ken Pace i-
Shellfish Sanitation: Patti Fowler
State Property: Tim Walton
Water Quality: Karen Higgins (Raleigh)
John Hennessy (NC DOT) /
Washington: Anthony Scarbraugh-401
Scott Vinson-Stormwater
Wilmington: Joanne Steenhuis — 401
Chad Coburn - 401
Linda Lewis - Stormwater
Wildlife Resources: Maria Dunn (WARO)
Vacant (WIRO)
LPO:
Fax Distribution: Permitee
Agent #:_

REBENR
North Carolina Department of Environment and Natural Resources
Division of Coastal Management
Pat McCrory Braxton C. Davis
Governor Director
August 29, 2013
Mr. Richard and Wendy Hodges
151 Williams Drive
Knotts Island, NC 27950
Dear Mr. and Mrs. Hodges,
John E. Skvarla, III
Secretary
Thank you for your letter concerning the Coastal Area Management Act (CAMA) Major
Development Permit application submitted by John Miley, in Currituck County. The Division
appreciates your concerns about the proposed project.
The Coastal Area Management Act permit review process involves a coordinated state and
federal review of each permit application, with all review agency comments considered by the
Division before final action is taken on a permit application. In this case, no inconsistencies with
the Coastal Area Management Act were identified as a result of this review. Consequently, the
Division has issued a Major Permit, No. 103-13 for the proposed activity. A copy of the permit
is being provided to you for your information.
If you wish to object to the actions taken on this permit application, you may request an appeal
of this decision within twenty (20) days of the permit decision. If you would like copies of the
appropriate appeal forms or should you like to discuss the specifics of the process, please contact
me by telephone at [phone], or by email at [e-mail].
Sincerely,
Camel M. Govoni
Asst. Major Permits Coordinator
400 Commerce Ave., Morehead City, NC 28557-3421
Phone: [phone] FAX: [phone] Internet: www.nocoastaimanaoement.net
An Equal Opportunity Arfirmarve Action Employer

Govoni, Daniel
From:
Renaldi, Ronald
Sent:
Thursday, August 29, 2013 1:30 PM
To:
Huggett, Doug
Cc:
Govoni, Daniel
Subject:
John Miley Major Permit Application
Doug,
In regards to a Major Permit application submitted by John Miley for 153 & 155 Williams Dr. Knotts Island, Currituck
County, based on the submitted site plans I feel comfortable that the proposed docking facility will not impact, restrict
or be a hazard to navigation when entering or leaving an adjacent canal located on the north side of the property.
Thanks,
Ron
Ron Renaldi
Field Representative
NC Division of Coastal Management
Elizabeth City Office
1367 US 17 South
Elizabeth City, NC 27909
[e-mail]
[phone] ext. 232
[phone] FAX
http://dcm2.enr.state.nc.us/
Email correspondence to and from this address is subject to
the North Carolina Public Records Law and may be disclosed
to third parties unless the content is exempt by statute or
other regulation.

March 14, 2013
To: Mr. Ron Renaldi & Doug Hugget
RE: Lot 26 & 27
John J. Miley
Knott's Island, NC 27950
L)
7
MAR 9
2013-�
COASiP-I "„
ELC'
We strongly object to a house being built on this lot. The lots are mainly wetlands and putting a
driveway next to my house will cause three other residences to flood completely out with every
storm.
The Proposed driveway is the main drainage for all excess water to run off. This area has
water 90% of the time. Filling in the wetlands and existing boat ramp will destroy the habitat
for several large birds.
I strongly suggest this to be studied carefully by C.A.M.A and Wildlife resources. This
property is completely underwater during any strong storm hurricane or noeeaster. Building on
this lot as proposed will create a hardship on all the property owners at the end of Williams
Drive. Our homes will be flooded in every storm.
PLEASE SEE ATTACHED PHOTOS OF FLOODING..
Sincerely,
Wendy & Richard Hodges
REMVED
Jl JN 0 7 2013
DC.M-yrtiD CI7y

_r
NOD NR
North Carolina Department of Environment and Natural Resources
Division of Coastal Management
Pat McCrory Braxton C. Davis
Governor Director
August 28, 2013
Mr. Richard and Wendy Hodges
151 Williams Drive
Knotts Island, NC 27950
Dear Mr. and Mrs. Hodges,
John E. Skvarla, III
Secretary
Thank you for your letter dated March 14, 2013 concerning the Coastal Area
Management Act (LAMA) Major Development Permit application submitted by the John Miley,
in Currituck County. As you may be aware, the Division of Coastal Management is coordinating
a multi -agency state and federal review of the proposal. I can assure you that your comments
will be examined and taken into consideration prior to the Division taking final action on this
permit application, and you will be informed of this final action.
The Division appreciates you taking the time to comment on this application, and your
letter will be added to the official permit application file for this project. Please feel free to
contact me at [phone] (ext. 215) or by email at [e-mail], if you should
have any additional concerns relating to this project.
Sincerely,
Daniel M. Govoni
Asst. Major Permits Coordinator
400 Commerce Ave., Morehead City, NC 28557-3421
Phone: [phone] \ FAX: [phone] Internet: www.nccoastalmanaaement.net
An Equal Opportunity i, Af rinalive Action Employer

North Carolina
Pat McCrory
Governor
Mr. John Miley
744 Forest Mills Road
Chesapeake, VA 23322
Dear Sir:
NCDENR
Department of Environment and Natural Resources
Division of Coastal Management
Braxton C. Davis
Director
August 1, 2013
John E. Skvarla, III
Secretary
This letter is in response to your application request under the Coastal Area Management Act
(CAMA) to carry out development activities adjacent to Capsies Creek at 153 and 155 Williams
Drive, in Currituck County. Processing of the permit application, which was received by the Division
of Coastal Management's Morehead City office on 5/22/13, is ongoing. However, it has been
determined that additional information will be required prior to the Division taking final action on
your application. This item is summarized below:
1) It is the policy of this Division that, prior to taking final action on a project of this nature, a
stormwater management plan for the proposed development must be approved by the Division
of Energy, Mineral and Land Resources. It is our understanding that this approval has not yet
been received for this project. Therefore, it is necessary that processing of your permit
application be placed in abeyance until such time as a stormwater management plan for the
proposed project is issued by the Division of Energy, Mineral and Land Resources, and a copy
of the approval supplied to this office.
You will be given five working days from date of mailing. If you can provide to this office a copy of
a stormwater management permit within the required time, DCM staff will continue processing of the
application and the processing clock will not be suspended. If the required information is not
provided to this office within the specified timeframe, processing of the application will be suspended
until such time as the requested information is provided. If you have any questions concerning these
matters, please feel free to contact me by telephone at [phone], or by email me at
[e-mail].
SincerellyyA,
r
Daniel M. Govoniv�
Asst. Major Permits Coordinator
CC: Warren Eadus, Quibles & Associates, P.C.
400 Commerce Ave., Morehead City, NC 28557 3421
Phone: [phone] \ FAX: [phone] Internet: www.nccoastalmangement.net
An Equal Opportunity 1 Affirmative Action Employer

77n
NCDENR
North Carolina Department of Environment and Natural Resources
Division of Coastal Management
Pat McCrory Braxton C. Davis John E. Skvada, III
Governor Director Secretary
August 28, 2013
Mr. John Miley
744 Forest Mills Road
Chesapeake, VA 23322
Dear Mr. Anderson:
This letter is in response to your application request under the Coastal Area Management Act
(CAMA) to carry out development activities in Currituck County.
Processing of the permit application was placed on hold by the Morehead City office on August
1, 2013 pending further information requested by the Division of Water Quality. On August 12,
2013 we received confirmation from the Division of Energy, Mineral, and Land Resources that
the requested information was received and that the project received a stormwater certification
(SWG010018 on August 12, 2013). Therefore, byway of this letter we are informing you that
your application is no longer on Division of Coastal Management hold and processing of the
application will continue which will make the 150 day deadline October 30, 2013 however, we
expect to take action prior to that time and will do so as soon as possible.
If you,have any questions concerning these matters, please feel free to contact me by telephone
(252-808-2808 ext. 215) or e-mail ([e-mail]).
Sincere ,
Daniel M. Govoni
Assistant Major Permits Coordinator
400 Commerce Ave., Morehead City, NC 28557-3421
Phone: [phone] \ FAX: [phone] Internet: www.nccoastalmanaoement.net
An Equal Opportunity Y Affirmative Action Employer

Amin,wr�
NCDENR
North Carolina Department of Environment and Natural Resources
Division of Coastal Management
Pat McCrory Braxton C. Davis
Governor Director
August 28, 2013
Mr. Richard and Wendy Hodges
151 Williams Drive
Knotts Island, NC 27950
Dear Mr. and Mrs. Hodges,
John E. Skvarla, III
Secretary
Thank you for your letter dated March 14, 2013 concerning the Coastal Area
Management Act (LAMA) Major Development Permit application submitted by the John Miley,
in Currituck County. As you may be aware, the Division of Coastal Management is coordinating
a multi -agency state and federal review of the proposal. I can assure you that your comments
will be examined and taken into consideration prior to the Division taking final action on this
permit application, and you will be informed of this final action.
The Division appreciates you taking the time to comment on this application, and your
letter will be added to the official permit application file for this project. Please feel free to
contact me at [phone] (ext. 215) or by email at [e-mail], if you should
have any additional concerns relating to this project.
Sincerely,
)aw"'
Daniel M. Govoni
Asst. Major Permits Coordinator
Rnatt TLorpe- DWQ - Wwshingion
400 Commerce Ave., Morehead City, NC 28557-3421
Phone: [phone] k FAX: [phone] Internet: www.nccoastaimanagement.net
An Equal Oppor[unitykArfirmativeAction Employer

DIVISION OF COASTAL MANAGEMENT
FIELD INVESTIGATION REPORT
1. APPLICANT'S NAME: John J. Miley
2. LOCATION OF PROJECT SITE: Lots 26 & 27 addressed as 153 & 155 Williams
Drive (SR 1299), within the Bertha L. Williams S/D, Knotts Island, Currituck County,
adjacent to Capsies Creek.
Photo Index —
2006: 199-7018 (1,J 15) 2000: 199-2375 (J 14) 1995: 199-2089 (1,J 19)
1989: 136-2 (V,W 12,13) 1984: 130-643 (L 11) 1978: 95-1458 (D 4)
State Plane Coordinates - X: 2905035 Y: 1030571
Lat/Long: 36.54283330,-75.91915000 Quadrangle: Knotts Island (L.R.)
3. INVESTIGATION TYPE: CAMA
4. INVESTIGATIVE PROCEDURE: Dates of Site Visit — 4/24/2013
Was Applicant Present - No
5. PROCESSING PROCEDURE: Application Received Complete — 5/22/2013
Office - Elizabeth City
6. SITE DESCRIPTION:
(A) Local Land Use Plan - Currituck County
Land Classification from LUP - Limited Service and Conservation
(B) AEC(s) Involved: Public Trust Area (PTA), Estuarine Waters (EW), Estuarine
Shoreline (ES) and Coastal Wetland (CW)
(C) Water Dependent: Yes
(D) Intended Use: Private residential
(E) Wastewater Treatment: Existing - Derelict septic systems.
Planned - Onsite Advantex treatment and active
wastewater drip disposal lines.
(F) Type of Structures: Existing - Derelict septic and light pole.
Planned - Bulkheading, breakwater, pier, platform,
boathouse, tie -pilings, single family dwelling, innovative
wastewater treatment system.
(G) Estimated Annual Rate of Erosion: None BECEWW
Source - Applicant
JUN 0 7 2013
7. HABITAT DESCRIPTION: [AREA, square feet (SF)]
DREDGED FILLED OTHER
(A) Vegetated Wetlands
-404 wetlands
±3,904 sf
-Coastal Wetland AEC
±72 sf
(B) Shallow Bottom PTA, EW AEC's
±1,840 sf
±652 sf shaded
Estuarine Shoreline AEC
±10,773 sf disturbed
(C) Upland Area
±4,475 sf disturbed

4
John J. Miley
Field Investigation Report
Page 2
(D)
(E)
(F)
Total Area Disturbed: ±21,716 sf (0.5 acres)
Primary Nursery Area: No
Water Classification: SC Open to Shellfishing: No
8. PROJECT SUMMARY: The applicant proposes to construct bulkheading on portions
of a natural shoreline, fill a man-made basin, construct a section of breakwater, place
fill material within USACE delineated 404-wetlands, construct a single family dwelling
with a gravel driveway, install an innovative wastewater treatment system, and
construct a docking facility.
Project Setting
The site of the proposed development is located at two vacant Lots (26 & 27) addressed as
153 & 155 Williams Drive (SR 1299), within the Bertha L. Williams S/D, Knotts Island, Currituck
County. The site is adjacent to a canal that connects to Capsies Creek as well as Capsies
Creek itself.
The property (Lots 26 & 27) is ±23,309 sf (±0.54 acres) in size and has elevations that range
from ±1' to ±3' above normal water level (NWL). The property is currently vacant and has been
for several years, but has historically been developed to include a mobile home trailer on each
Lot. Remnant man-made features on the property include a light pole, a power line pole and
remnant septic systems. According to the USDA's Natural Resources Conservation Service's
Web Soil Survey, the soil on the property is made up of Newhan fine sand (NeC). Vegetation
includes yard grasses, a loblolly pine, certified USACE 404 wetlands and coastal wetlands. Lot
26 contains a ±3,323 sf section of 404 wetland and Lot 27 contains a ±582 sf section that is
immediately adjacent to a ±4,150 sf section of coastal wetlands located landward of NWL
within the southeast area of the Lot. Vegetation within the coastal wetland area consists of salt
meadow hay (Spartina patens) and giant cordgrass (Spartina cynosuroides).
The shoreline of the site is ±325' in length. An irregularly shaped ±45'x32' shallow man-made
basin that has an average water depth of -2' exists within the northwest portion of the property
adjacent to the canal. Approximately 45' of the shoreline has been hardened with remnant
cinderblock riprap that begins at the western property line and ends along the basins shoreline.
The remaining shoreline is natural and has an erosion escarpment at NWL that ranges from T
to 1.5' in height above NWL. Non -coastal wetland vegetation is growing along the shoreline
within the basin and extends from the riprap around to the eastern side of the basin mouth
where it then transitions to a patch of black needlerush (Juncus reomerianus) located
waterward of NWL. The remaining shoreline within the canal and Capsies Creek contains
isolated patches of emergent non -coastal and coastal wetland vegetation consisting of black
needlerush and bulrush (Scirpus spp.) growing waterward of NWL.
The adjacent riparian property to the west contains a single-family dwelling with a bulkheaded
basin and shoreline. The adjacq[A ffI*an property to the south is undeveloped with the
majority of the property being coastal and non -coastal wetlands.
JUN072013
DCM-MHD CITY

t John J. Miley
Field Investigation Report
Page 3
The waters of Capsies Creek are classified as SC by the Environmental Management
Commission and are closed to shellfish taking. Water depths within the project area range from
0.5' to T below NWL and the bottom substrate is made up of gravel, fine sands and silt. The
canal width at the site is ±50' and the width of Capsies Creek is ±1,100'. Submerged Aquatic
Vegetation (SAV) is present within the waters adjacent to the applicant's property. SAV s
identified include, but are not limited to, water-milfoil (Myriophyllury spi "and widgeon
grass (Ruppia maritime).
Development Proposal JUN 0 7 2013
In order to facilitate in the construction of a single-family dwelling and)11. bV&wastewater
treatment system on the property, the applicant proposes to fill the existing man-made basin
through the construction of ±68' of bulkheading across the mouth of the basin and backfilling it.
This proposed bulkhead alignment will average 26' waterward of NWL with a maximum
distance of ±47'. Water depths within the basin range from 0' at the shoreline to -2' at the
mouth. This alignment will result in the filling of ±32 sf of coastal wetlands. A second section of
bulkheading will be installed within the northeast portion of the site at the mouth of the canal.
This proposed bulkhead section will be ±83' in length and the alignment will average 4.9'
waterward of NWL with a maximum distance of ±8'. Water depths within the backfill area
average -0.5'. This alignment will result in the filling of ±40 sf of coastal wetlands. SAV's were
not observed growing within the backfill areas. Backfill will be clean sand from an offsite
supplier. The applicant indicated that there has been no shoreline erosion within the last 12
months; however, an erosion escarpment does exist and it appears that there has been erosion
during that time period.
In order to stabilize the remaining shoreline adjacent to the canal, the applicant proposes to
construct ±84' of breakwater comprised of vinyl sheeting between the two sections of
bulkheading waterward of wetland vegetation. The breakwater alignment will average 5.7'
waterward of NWL with a maximum distance of 10'. The breakwater is designed to have an
elevation of 2' above NWL with 2" x 3' long slot cut into the front of each flange.
After the basin has been backfilled, a single-family dwelling with a building footprint of ±2,000
sf, gravel driveway and innovative wastewater treatment system will be constructed >_35.5' from
NWL. This proposed residential development will require the filling of two separate areas of
delineated USACE 404 wetlands. The first area is ±3,322.6 sf in size and the second area is
±582.2 sf in size for a total of ±3,904.8 sf of USACE 404 wetlands fill. A total of ±1,368 sf
(±8.2%) of impervious coverage is proposed within the 75' Estuarine Shoreline Area of
Environmental Concern (AEC) based on the proposed bulkhead alignments. The total
proposed impervious coverage on the property is ±3,369 sf (±13.4%). Total disturbance
landward of the existing NWL is ±19,152 sf with no disturbance proposed within the 4,150 sf
section of coastal wetlands located landward of NWL within the southeast area of the property.
A docking facility is proposed off of the northeast section of bulkhead within Capsies Creek that
will consist of a 42'x6' pier and a 20'x20' platform that is L-shaped to the south. Two tie -pilings
will be located on the east side of the platform to create a 20'x12' slip and a 20'xl 2'boatlift will
be installed on the south side of the platform for a total of two slips. Water depths within the
proposed slips range between -2.0' and -3.0' below NWL with SAV's present. The docking
facility will be >_15' from the property lines extended and meets the % width rule.

John J. Miley
Field Investigation Report
Page 4
Anticipated Impacts
• The construction of the bulkhead along the proposed alignments will result in the filling of
±1,840 sf of PTA and EW AEC's with clean fill from an upland source (±119 cubic yards of
fill material below NWL).
• Bulkhead installation, backfill and grading will result in ±72 sf of fill placed within a CW AEC.
• Bulkhead installation may result in the additional loss of emergent coastal wetlands
immediately waterward of the alignment due to disturbances to the root mat system.
• Construction of a single-family dwelling, driveway and wastewater treatment system will
result in the filling of ±3,904 sf of USACE 404 wetlands.
• It is anticipated that the filling of the USACE 404 wetland area adjacent to the coastal
wetland area will result in fill material eroding into the coastal wetland area unless proper
sedimentation and erosion control measures are implemented.
• Based on the proposed bulkhead alignments, it is anticipated that the proposed
development will result in ±10,773 sf of non -wetland land disturbance within the ES AEC.
• Based on the proposed bulkhead alignments, the construction of the single-family dwelling
and driveway will result in ±1,368 sf (±8.2%) of impervious surface within the ES AEC.
• Based on the proposed bulkhead alignments, the total impervious surface on the site will be
±3,369 sf (±13.4%).
• The proposed docking facility will result in two slips in waters >_2' in depth and the permanent
shading of ±652 sf of PTA and EW AECs.
• The proposed breakwater will encapsulate ±479 sf of PTA and EW AECs.
Submitted by: Ron Renaldi
Date: May 23, 2013
JUN 0 7 2013
DCM MHD CrrY
i

DIVISION OF COASTAL MANAGEMENT
APPLICATION TRANSMITTAL AND PROCESSING RECORD
A) APPLICANT: John Miley
County: Currituck
LOCATION OF PROJECT: 153 & 155 Williams Drive, Lots 26 & 27, Bertha L. Williams S/D, Knotts Island
DATE APPLICATION RECEIVED COMPLETE BY FIELD REP: 05/22/13
FIELD RECOMMENDATION: Attached: NO To Be Forwarded: YES
CONSISTENCY DETERMINATION: Attached: NO To Be Forwarded: YES
FIELD REPRESENTATIVE: Ron Renaldi DI CT OFFICE: Elizabeth Ciri
DISTRICT MANAGER REVIEW: o Date: [o
B) DATE RECEIVED BY MAJOR PERMITS UNIT: FEE REC'D: 00 60/40%
PUBLIC NOTICE REC'D: Advertise: 06/06/13 END OF NOTICE DATE: Comments due: 06/26/13
ADJ. RIP. PROP NOTICES REC'D: DEED REC'D:
APPLICATION ASSIGNED TO: Ga ,io ON: �17113
C) 75 DAY DEADLINE: 08/05/13 /
MAIL OUT DATE: Circulation: (o! y//3
150 DAY DEADLINE:
STATE DUE DATE: Comments due: Co%//7
FEDERAL DUE DATE: FED COMMENTS REC'D:
PERMIT FINAL ACTION: ISSUE DENY DRAFT
AGENCY
DATE
COMMENTS
RETURNED
OBJECTIONS:
YES NO
NOTES
Coastal Management - Regional Representative
- Z CP
(°OA,t,
Coastal Management- LUP Consistency
Division of Community Assistance
Land Quality Section
Division of Water Quality
Storm Water Management (DWQ)
✓
U/P
State Property Office
0 - I -I
t/
Division of Archives & History
Division of Environmental Health
( � - I I
Division of Highways
Wildlife Resources Commission
Local Permit Office
Division of Marine Fisheries
Cg -2�:jJ
77
N 13
Corps of Engineers

Project Name To n
Assigned to lra-v"n 11 Assigned on 617�t2
Prepare for signature following review by'other Assistant Major Permits Coordinator
Date draft permit given to other Assistant Major Permits Coordinator
Date reviewed by other Assistant Major Permits Coordinator
Prepare draft for review by Major Permits Coordinator
Date draft permit given to Major Permits Coordinator
Date reviewed by other Major Permits Coordinator
Other o / /
CACCess -J& 7Le Conti (
Written approval from DWQ is s not required for this project.

STATE OF NORTH CAROLINA
DEPARTMENT OF ENVIRONMENT AND NATURAL RESOURCES
DIVISION OF ENERGY, MINERAL, AND LAND RESOURCES
STATE STORMWATER MANAGEMENT GENERAL PERMIT NO. SWG010000
CERTIFICATE OF COVERAGE NO. SWG010018
CONSTRUCT, OPERATE AND MAINTAIN
IMPERVIOUS AREAS ASSOCIATED WITH
A SINGLE FAMILY RESIDENCE
In compliance with the provisions of North Carolina General Statute 143-215.1, as
amended, other lawful standards and regulations promulgated and adopted by the
North Carolina Environmental Management Commission, and 15A NCAC 2H.1000, the
Stormwater rules,
John J. Miley
is hereby authorized to construct, operate and maintain impervious areas associated
with the construction of a single family residence and the associated stormwater runoff
located at
Miley Residence
153 Williams Drive
Knotts Island
Currituck.County
to receiving waters designated as Capsies Creek, class SC waters in the Pasquotank
River Basin, in accordance with the provisions of the General Permit for Single Family
Residences, No. SWG010000, and the approved stormwater management plans and
specifications and other supportinfl data as attached and on file with and approved by
the Division R Energy, Mineral, and Land Resources, and considered a part of this
permit for the subject project.
This Certificate of Coverage shall become effective August 12, 2013.
Sign ���y o � yst, 2013.
/% for
Tracy E. Davis, PE, CPM, Director
Division of Energy, Mineral, and Land Resources
By Authority of the Environmental Management Commission

NCDENR
North Carolina Department of Environment and Natural Resources
Division of Energy, Mineral, and Land Resources
Land Quality Section
Tracy E. Davis, PE, CPIM Pat McCrory, Governor
Director John E. Skvada, III, Secretary
August 12, 2013
Mr. John J. Miley
744 Forest Hills -Road
Chesapeake, VA 23322
Subject: Stormwater Permit No. SWG010018
Miley Residence
General Permit -Single Family Residence
Currituck County
i
1 Dear Mr. Miley:
in accordance with your application to be covered under the State Stormwater General
Permit for Single Famity Residences, received on July 10 2013, we are forwarding
herewith the subject Certificate of Coverage Number SW�010018 to construct, operate
and maintain impervious areas associated with a single family residence under the
subject General Permit. This permit is issued pursuant to the requirements of North
Carolina General Statute 143-215.1, Title 15A NCAC 2H .1000, S.L. 2006-246, and S.L.
2008-211 of the stormwater management rules.
Please take notice that this Certificate of Coverage is not transferable except after
notice to the Division of Energy, Mineral, and Land Resources (DEMLR). The DEMLR
may require modification or revocation and reissuance of the Certificate of Coverage.
This permit does not affect the legal requirement to obtain other permits which may be
required by the Division of Water Resources, the Division of Land Resources, Coastal
Area Management Act, or any other Federal, State, or Local agency, law, rule, or
ordinance.
If you need a copy of the General Permit, or have any questions concerning this permit,
or need additional information this matter, please contact Samir Dumpor at (252) 946-
6481.
T
zw'
j
�
Patrick H. McClain, 155
Regional Engineer
PHM/sd G:1SD\General Permits\SWG010018
cc: Currituck County Building Inspections / Planning Department
Derek Dail, P.E., Quible & Associates, P.C.
Division of Coastal Management
-Washington Regional Office
Washington Regional Office
943 Washington Square Mall, Washington, North Carolina 27889 • Phone: [phone] / FAX: [phone]
Internet http:llwww.portal.ncdenr.orglwebllrlland-quality
An Equal Opportunity / AtFrmabs Action Employer-50%Recydedlla% Post consumer Paper

Govoni, Daniel
From: Pelletier, Josh R SAW [[e-mail]]
Sent: Monday, August 05, 2013 9:45 AM
To: Govoni, Daniel
Subject: Miley
Attachments: Miley CL 30 MOA.docx
Daniel,
In reference to the permit application for John Miley, we sent a MOA letter to him dated
June 11, 2013 in which we have not received any further correspondence. I have attached the
letter and please let me know if you have any questions. If I have missed any additional
information please let me know. Until we receive the additional information, we cannot
process this permit. Thanks!
Josh R. Pelletier
Regulatory Specialist
United States Army Corps of Engineers
Washington Regulatory Field Office
2407 W. 5th Street
Washington, North Carolina 27889
[phone]
1

Govoni, Daniel
From: Pelletier, Josh R SAW [Josh. R. [e-mail]. mill
Sent: Tuesday, August 27, 2013 11:12 AM
To: Govoni, Daniel
Subject: Miley
Daniel,
2 am working on getting the CL 31 to you today. There will be a special condition in
there referencing our mitigation requirements. Just wanted to let you know. The actual
mitigation form itself will go out with our CL 32 to the applicant after your permit is
issued. Let me know if you have any questions!
Josh R. Pelletier
Project Manager
United States Army Corps of Engineers
Washington Regulatory Field Office
2407 W. 5th Street
Washington, North Carolina 27889
[phone]
1

Govoni, Daniel
From: Pelletier, Josh R SAW [[e-mail]
Sent: Tuesday, August 27, 2013 11:51 AM
To: Govoni, Daniel
Subject: SAW 2013-01071
Attachments: John Miley CL 31.docx; Mitigation Responsibility Transfer Form.docx—Miley.pdf
Mr. Huggett,
The U.S. Army Corps of Engineers, Wilmington District has authorized John Miley for
Department of the Army authorization to place fill in approximately 3,904 square feet of
wetlands and 1,534 square feet of a man made basin, construct a 151 linear foot bulkhead, a
84 foot freestanding breakwater, a 34' linear foot wooden dock, and a boat lift, 153 & 155,
Williams Drive, adjacent to Capsies Creek, on Knotts Island, Currituck County, North
Carolina.
This authorization was issued via Programmatic General Permit 198000291 CAMA (NC Coastal
Area Management Act). All term's and conditions of this permit apply. Please attached the
following condition in any issued permit.
All work authorized by this permit must preformed in strict compliance with the attached
plans, which are a.part of this permit. Any modification of these plans must be approved by
the US Army Corps of Engineers (USACE) prior to implementation. A U.S. Army Corps of
Engineers, Wilmington District, Compensatory Mitigation Responsibility Transfer Form has been
attached for your records.
If you have any questions or concerns please let me know!
Josh R. Pelletier
Project Manager
United States Army Corps of Engineers
Washington Regulatory Field Office
2407 W. 5th Street
Washington, North Carolina 27889
[phone]
1

August 27, 2013
Regulatory Division
Action ID No. SAW 2013-01071
Mr. Doug Huggett
Division of Coastal Management
North Carolina Department of Environment
and Natural Resources
400 Commerce Avenue
Morehead City, North Carolina 28557-3421
Dear Mr. Huggett:
Reference the application of John Miley for Department of the Army authorization to place
fill in approximately 3,904 square feet of wetlands and 1,534 square feet of a man made basin,
construct a 151 linear foot bulkhead, a 84 foot free standing breakwater, a 34 linear foot wooden
dock, and a boat lift, 153 & 155, Williams Drive, adjacent to Capsies Creek, on Knotts Island,
Currituck County, North Carolina.
The Federal agencies have completed review of the proposal as presented by the
application and your field investigation report.
We recommend that the following conditions be included in the State authorization:
1. All work authorized by this permit must be performed in strict compliance with the
attached plans, which are a part of this permit. Any modification to these plans must be approved
by the US Army Corps of Engineers (USACE) prior to implementation.
2. In order to compensate for impacts associated with this permit, mitigation shall be
provided in accordance with the provisions outlined in the U.S. Army Corps of Engineers,
Wilmington District, Compensatory Mitigation Responsibility Transfer Form. The requirements
of this form, including any special conditions listed on this form, are hereby incorporated as
special conditions of this permit authorization.
3. The permittee understands and agrees that, if future operations by the United States
require the removal, relocation, or other alteration, of the structure or work herein authorized, or
if, in the opinion of the Secretary of the Army or his authorized representative, said structure or
work shall cause unreasonable obstruction to the free navigation of the navigable waters, the

permittee will be required, upon due notice from the U.S. Army Corps of Engineers, to remove,
relocate, or alter the structural work or obstructions caused thereby, without expense to the
United States. No claim shall be made against the United States on account of any such removal,
relocation, or alteration. The permittee shall notify NOAA/NATIONAL OCEAN SERVICE
Chief Source Data Unit N CS261, 1315 E West HWY- RM 7316, Silver Spring, MD 20910-
3282 at least two weeks prior to beginning work and upon completion of work.
4. Except as specified in the plans attached to this permit, no excavation, fill or mechanized
land -clearing activities shall take place at any time in the construction or maintenance of this
project, in such a manner as to impair normal flows and circulation patterns within waters or
wetlands or to reduce the reach of waters or wetlands.
5. Except as authorized by this permit or any USACE approved modification to this
permit, no excavation, fill or mechanized land -clearing activities shall take place at any time in
the construction or maintenance of this project, within waters or wetlands. This permit does not
authorize temporary placement or double handling of excavated or fill material within waters or
wetlands outside the permitted area. This prohibition applies to all borrow and fill activities
connected with this project.
6. Unless otherwise authorized by this permit, all fill material placed in waters or wetlands
shall be generated from an upland source and will be clean and free of any pollutants except in
trace quantities. Metal products, organic materials (including debris from land clearing
activities), or unsightly debris will not be used.
7. The authorized structure and associated activity must.not interfere with the public's right
to free navigation on all navigable waters of the United States. No attempt will be made by the
permittee to prevent the full and free use by the public of all navigable waters at or adjacent to
the authorized work for reason other than safety.
8. The permittee shall advise the Corps in writing at least two weeks prior to beginning the
work authorized by this permit and again upon completion of the work authorized by this permit.
9. The permittee shall require its contractors and/or agents to comply with the terms and
conditions of this permit in the construction and maintenance of this project, and shall provide
each of its contractors and/or agents associated with the construction or maintenance of this
project with a copy of this permit. A copy of this permit, including all conditions, shall be
available at the project site during construction and maintenance of this project.
10. The permittee shall employ all sedimentation and erosion control measures necessary
to prevent an increase in sedimentation or turbidity within waters and wetlands outside the
permit area. This shall include, but is not limited to, the immediate installation of silt fencing or
similar appropriate devices around all areas subject to soil disturbance or the movement of
earthen fill, and the immediate stabilization of all disturbed areas. Additionally, the project must
remain in full compliance with all aspects of the Sedimentation Pollution Control Act of 1973

(North Carolina General Statutes Chapter 113A Article 4).
11. The activity will be conducted in such a manner as to prevent a significant increase in
turbidity outside the area of construction or construction -related discharge. Increases such that
the turbidity in the waterbody is 50 NTU's or less in all rivers not designated, as trout waters by
the North Carolina Division of Environmental Management (NCDEM), 25 NTU's or less in all
saltwater classes and in all lakes and reservoirs, and 10 NTU's or less in trout waters, are not
considered significant.
12. Violations of these conditions or violations of Section 404 of the Clean Water Act or
Section 10 of the Rivers and Harbors Act must be reported in writing to the Wilmington District
U.S. Army Corps of Engineers within 24 hours of the permittee's discovery of the violation.
Questions or comments may be addressed to Mr. Josh Pelletier, Washington Field Office,
Regulatory Division, telephone [phone].
Sincerely,
Josh Pelletier
Regulatory Project Manager
Copies Furnished:
Mr. Ian McMillan
North Carolina Division of Water Quality
1650 Mail Service Center
Raleigh, North Carolina 27699-1650
Mr. Pete Benjamin
U.S. Fish and Wildlife Service
Fish and Wildlife Enhancement
Post Office Box 33726
Raleigh, North Carolina 27636-3726
Mr. Fritz Rhode
National Marine Fisheries Service
Habitat Conservation Service
101 Pivers Island Road
Beaufort, North Carolina 28516

Mr. Jeffrey Garnett
Wetlands and Marine Regulatory Section
Water Protection Division -Region IV
U.S. Environmental Protection Agency
61 Forsyth Street, SW
Atlanta, Georgia 30303
Frank Jennings, District Manager
Washington Field Office
North Carolina Division of Coastal Management

AURA �U
10 R
North Carolina Department of Environment and Natural Resources
Pat McCrory
Governor
Mr. John Miley
744 Forest Mills Road
Chesapeake, VA 23322
Dear Mr. Miley
Division of Water Quality
Thomas A. Reeder
Acting Director
June 25, 2013
John E. Skvarla, III
Secretary
Subject: REQUEST FORSTORMWATER
MANAGEMENT PERMIT APPLICATION
Stormwater Project No. SW7130604
Miley Residence
Currituck County
This office received a copy of your CAMA Major permit application and plans for the subject project on
June 7, 2013. North Carolina Administrative Code 15 NCAC 2H.1000 & NC Session Law 2008-211 requires
that any project which must receive either a Sedimentation and Erosion Control Plan approval and/or a CAMA
Major permit and/or proposes 10,000 square feet or more of non-residential impervious area apply for and
receive a Stormwater Management Permit by the Division of Water Quality.
To obtain a Stormwater Permit you must submit a completed application, application fee of $505.00,
two sets of plans and specifications showing the proposed project and all stormwater treatment units along
with engineering calculations and a narrative description. For additional information see:
http://portal.ncdenr.org/web/wq/ws/su/statesw/forms dots This application package should be received by
this office prior to July 26, 2013. If an application package is not received by this date we will consider the
project incomplete. We also have an Express Permitting program. If you are interested in this program you may
contact Ms. Lyn Hardison, One Stop Permit Coordinator, at 252-948-3842. Please be reminded that no new
impervious area shall be placed closer than 50' from the surface waters (per Session Law 2008-211).
Any development of the site prior to receipt of the required permit will constitute a violation of 15A
NCAC 2H.1000, North Carolina Session Law 2008-211 and North Carolina General Statute 143-215.1 and
may result in appropriate enforcement action including a civil penalty assessment of up to'$10,000 per day per
violation.
Please reference the Stormwater Project Number above on all correspondence. If you have questions,
please feel free to contact me at [phone].
Sincerely,
Samir Dumpor
Environmental Engineer
Surface Water Protection Section
cc: Currituck County Planning/Inspections
Warren Eadus, Quible & Associates, P.C.
✓DCM — Doug Huggett
Washington Regional Office
North Carolina Division of Water Quality Internet vmnv.n=atelquallty.org One
943 Washington Square Mall Phone; 252-946-64611 FAX: [phone] NorthCarolma
Washington, NC 27889 FAX: [phone] �%
An Equal OppoAunityl Atfunative Atom Employer (� ww"aLiy

A
1Milk
North Carolina Department of Environment and Natural Resources
Division of Coastal Management
Pat McCrory
Governor
June 4, 2013
MEMORANDUM
TO:
FROM:
SUBJECT:
Applicant:
Project Location:
Proposed Project:
Braxton C. Davis
Director
Tiffany Sanders, Local Permit Officer
Currituck County
Doug Huggett
Major Permits Processing Coordinator
CAMA/DREDGE & FILL Permit Application Review
John Miley
John E. Skvarla, III
Secretary
RECEIVED
JUN 2 0 2013
DCM MUD CITY
153 & 155 Williams Drive, Bertha L. Williams S/D, Knotts Island
Bulkhead, breakwater, single-family dwelling, docking facility, fill
Please indicate below your agency's position or viewpoint on the proposed project and return this
form by 06/25/13 to 400 Commerce Avenue, Morehead City, NC 28557. If you have any
questions regarding the proposed project, please contact Ron Renaldi at [phone]. When
appropriate, in-depth comments with supporting data are requested.
REPLY: This office has no objection to the project as proposed.
This office has no comment on the proposed project.
This office approves of the project only if the recommended changes are
incorporated. See attached.
This office objects to the project for reasons described in the attached
comments.
SIGNS DATE �
ti
1367 US 17 South, Elizabeth City, NC 27909
Phone: [phone] FAX: [phone] ; Internet: www.nccoastalmanagement.net
An Equal Opportunity 1 Affirmative Action Employer

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PROJECT COPYRIGHT © 2013 ATTACHMENT N2 - 2MO AERIAL OVERLAY
OUIBLE k ASSOCIATES, P.C.
P12085 THIS DOCUMENT IS THE PROPERTY OF OUIBLE J a` • M ` uible SINCE 1959
& ASSOCIATES, P.C. ALL RIGHTS ARE L D- "1
DRAWN BY RESERVED. ANY REPRODUCTION OF THIS OR LOTS 26 & L ^,
�q��E.n'.T� p(, p�
POSSESSION WITHOUT PRIOR PERMISSION OF N^ associates, 1 .�.
TAS GUIBLE b: ASSOCIATES. P.C. WILL CONSTITUTE BBRTH A I.. WMZ r"S SUBDIVISION D
VIOLATION OF COPYRIGHT LAWS. VIOLATION rcrJ ENGINEERING * CONSULTING * PLANNING
CHECKED BY WILL BE SUBJECT TO EGA ACTION FRUINILLE TOWNSHIP CURRITUCK COUNTY PLI �A ENVIRONMENTAL SCIENCES * SURVEYING
WDE IF THIS PUN OR PLAT IS NOT SIGNED AND NORTH CAROLINA NC Licensee: C-0208
SEALED BY A LICENSED PROFESSIONAL THEN PO Drawer 870, KINy Hawk, NC 27949
THIS PLAN OR PUT SHALL BE CONSIDERED 0 30 60 Phone: [phone]
DATE THIS
AND NOT A CERTIFIED DOCUMENT
AND SHALL NOT BE USED FOR CONSTRUCTION, Fox: [phone]
2-26-13 RECORDATION, SALES OR LAND CONVEYANCES. GRAPHIC SCALE IN FEET 1"=30 E-Ma1I: adminlslrafor0quible.com

F'll
NCDENR
North Carolina Department of Environment and Natural Resources
Division of Water Resources
Pat McCrory Thomas A. Reeder
Governor Director
June 18, 2013
MEMORANDUM:
To: Doug Huggett
Major Permits Processing Coordinator
Coastal Management Division
400 Commerce Avenue
Morehead City, NC 28557
From: David Tuten, Environmental Engineer, PWSS/WaRO
Subject: CAMA/DREDGE & Fill Permit Application Review
Applicant: John Miley
Project Location: 153 and 155 Williams Drive, Bertha L. Williams S/D, Knotts Island
Proposed Project: Bulkhead, breakwater, single-family dwelling, docking facility, fill
REPLY: X This office has no objection to the project as proposed.
This office has no comment on the proposed project.
John E. Skvarla III
Secretary
This office approves of the project only if the recommended changes are
incorporated. See attached.
This office objects to the project for reasons described in the attached
comments.
Comments:
Proposed project should not impact any portable water sources.
SIGNED l /.►,����
Public Water Supply Section — Jessica C. Godreau, P.E., BCEE, Chief
Washington Regional Office
943 Washington Square Mall, Washington, North Carolina 27889
Phone: [phone] FAX: 252-94HO401Internet: www,ncwatenorg/pws/
An Equal opportunity 1 Affirmative Action Employer
DATE A8/13
RECEIVED
JUN 2 0 2013
DCM-WMCffY

l
DIVISION OF COASTAL MANAGEMENT
FIELD INVESTIGATION REPORT
1. APPLICANT'S NAME: John J. Miley
2. LOCATION OF PROJECT SITE: Lots 26 & 27 addressed as 153 & 155 Williams
Drive (SR 1299), within the Bertha L. Williams S/D, Knotts Island, Currituck County,
adjacent to Capsies Creek.
Photo Index —
2006: 199-7018 (1,J 15) 2000: 199-2375 (J 14) 1995: 199-2089 (1,J 19)
1989: 136-2 (V,W 12,13) 1984: 130-643 (L 11) 1978: 95-1458 (D 4)
State Plane Coordinates - X: 2905035 Y: 1030571
Lat/Long: 36.54283330,-75.91915000 Quadrangle: Knotts Island (L.R.)
3. INVESTIGATION TYPE: CAMA
4. INVESTIGATIVE PROCEDURE: Dates of Site Visit — 4/24/2013
Was Applicant Present - No
5. PROCESSING PROCEDURE: Application Received Complete — 5/22/2013
Office - Elizabeth City
6. SITE DESCRIPTION:
(A) Local Land Use Plan - Currituck County
Land Classification from LUP - Limited Service and Conservation
(B) AEC(s) Involved: Public Trust Area (PTA), Estuarine Waters (EW), Estuarine
Shoreline (ES) and Coastal Wetland (CW)
(C) Water Dependent: Yes
(D) Intended Use: Private residential
(E) Wastewater Treatment: Existing - Derelict septic systems.
Planned - Onsite Advantex treatment and active
wastewater drip disposal lines.
(F) Type of Structures: Existing - Derelict septic and light pole.
Planned - Bulkheading, breakwater, pier, platform,
boathouse, tie -pilings, single family dwelling, innovative
wastewater treatment system.
(G) Estimated Annual Rate of Erosion: None RECEIVED
Source - Applicant
7. HABITAT DESCRIPTION: [AREA, square feet (SF)j JUN 2 0 2013
DREDGED FILLED OTHER
(A) Vegetated Wetlands
DcM-mllmcrry
-404 wetlands
±3,904 sf
-Coastal Wetland AEC
±72 sf
(B) Shallow Bottom PTA, EW AEC's
±1,840 sf
±652 sf shaded
Estuarine Shoreline AEC
+10,773 sf disturbed
(C) Upland Area
±4,475 sf disturbed

John J. Miley
Field Investigation Report
Page 2
(D)
(E)
(F)
Total Area Disturbed: ±21,716 sf (0.5 acres)
Primary Nursery Area: No
Water Classification: SC Open to Shellfishing: No
8. PROJECT SUMMARY: The applicant proposes to construct bulkheading on portions
of a natural shoreline, fill a man-made basin, construct a section of breakwater, place
fill material within USACE delineated 404-wetlands, construct a single family dwelling
with a gravel driveway, install an innovative wastewater treatment system, and
construct a docking facility.
Proiect Setting
The site of the proposed development is located at two vacant Lots (26 & 27) addressed as
153 & 155 Williams Drive (SR 1299), within the Bertha L. Williams S/D, Knotts Island, Currituck
County. The site is adjacent to a canal that connects to Capsies Creek as well as Capsies
Creek itself.
The property (Lots 26 & 27) is ±23,309 sf (±0.54 acres) in size and has elevations that range
from ±1' to ±3' above normal water level (NWL). The property is currently vacant and has been
for several years, but has historically been developed to include a mobile home trailer on each
Lot. Remnant man-made features on the property include a light pole, a power line pole and
remnant septic systems. According to the USDA's Natural Resources Conservation Service's
Web Soil Survey, the soil on the property is made up of Newhan fine sand (NeC). Vegetation
includes yard grasses, a loblolly pine, certified USACE 404 wetlands and coastal wetlands. Lot
26 contains a ±3,323 sf section of 404 wetland and Lot 27 contains a ±582 sf section that is
immediately adjacent to a ±4,150 sf section of coastal wetlands located landward of NWL
within the southeast area of the Lot. Vegetation within the coastal wetland area consists of salt
meadow hay (Spartina patens) and giant cordgrass (Spartina cynosuroides).
The shoreline of the site is ±325' in length. An irregularly shaped ±45'x32' shallow man-made
basin that has an average water depth of -2' exists within the northwest portion of the property
adjacent to the canal. Approximately 45' of the shoreline has been hardened with remnant
cinderblock riprap that begins at the western property line and ends along the basins shoreline.
The remaining shoreline is natural and has an erosion escarpment at NWL that ranges from 1'
to 1.5' in height above NWL. Non -coastal wetland vegetation is growing along the shoreline
within the basin and extends from the riprap around to the eastern side of the basin mouth
where it then transitions to a patch of black needlerush (Juncus reomerianus) located
waterward of NWL. The remaining shoreline within the canal and Capsies Creek contains
isolated patches of emergent non -coastal and coastal wetland vegetation consisting of black
needlerush and bulrush (Scirpus spp.) growing waterward of NWL.
The adjacent riparian property to the west contains a single-family dwelling with a bulkheaded
basin and shoreline. The adjacent riparian property to the south is undeveloped with the
majority of the property being coastal and non -coastal wetlands. RECEIVED
JUN 2 0 2013
DCR.WRI)CITY

f
John J. Miley
Field Investigation Report
Page 3
The waters of Capsies Creek are classified as SC by the Environmental Management
Commission and are closed to shellfish taking. Water depths within the project area range from
0.5' to 3' below NWL and the bottom substrate is made up of gravel, fine sands and silt. The
canal width at the site is ±50' and the width of Capsies Creek is ±1,100'. Submerged Aquatic
Vegetation (SAV) is present within the waters adjacent to the applicant's property. SAV s
identified include, but are not limited to, water-milfoil (Myriophyllum spicatum)p MaRRIgeon
grass (Ruppia maritime).
JUN 2 0 2013
Development Proposal
In order to facilitate in the construction of a single-family dwelling and innovatwastcewater
treatment system on the property, the applicant proposes to fill the existing man-made basin
through the construction of ±68' of bulkheading across the mouth of the basin and backfilling it.
This proposed bulkhead alignment will average 26' waterward of NWL with a maximum
distance of ±47'. Water depths within the basin range from 0' at the shoreline to -2' at the
mouth. This alignment will result in the filling of ±32 sf of coastal wetlands. A second section of
bulkheading will be installed within the northeast portion of the site at the mouth of the canal.
This proposed bulkhead section will be ±83' in length and the alignment will average 4.9'
waterward of NWL with a maximum distance of ±8'. Water depths within the backfill area
average -0.5'. This alignment will result in the filling of ±40 sf of coastal wetlands. SAV's were
not observed growing within the backfill areas. Backfill will be clean sand from an offsite
supplier. The applicant indicated that there has been no shoreline erosion within the last 12
months; however, an erosion escarpment does exist and it appears that there has been erosion
during that time period.
In order to stabilize the remaining shoreline adjacent to the canal, the applicant proposes to
construct ±84' of breakwater comprised of vinyl sheeting between the two sections of
bulkheading waterward of wetland vegetation. The breakwater alignment will average 5.7'
waterward of NWL with a maximum distance of 10'. The breakwater is designed to have an
elevation of 2' above NWL with 2" x 3' long slot cut into the front of each flange.
After the basin has been backfilled, a single-family dwelling with a building footprint of ±2,000
sf, gravel driveway and innovative wastewater treatment system will be constructed >_35.5' from
NWL. This proposed residential development will require the filling of two separate areas of
delineated USACE 404 wetlands. The first area is ±3,322.6 sf in size and the second area is
±582.2 sf in size for a total of ±3,904.8 sf of USACE 404 wetlands fill. A total of ±1,368 sf
(±8.2%) of impervious coverage is proposed within the 75' Estuarine Shoreline Area of
Environmental Concern (AEC) based on the proposed bulkhead alignments. The total
proposed impervious coverage on the property is ±3,369 sf (±13.4%). Total disturbance
landward of the existing NWL is ±19,152 sf with no disturbance proposed within the 4,150 sf
section of coastal wetlands located landward of NWL within the southeast area of the property.
A docking facility is proposed off of the northeast section of bulkhead within Capsies Creek that
will consist of a 42'x6' pier and a 20'x20' platform that is L-shaped to the south. Two tie -pilings
will be located on the east side of the platform to create a 20'xl2' slip and a 20'xl2' boatlift will
be installed on the south side of the platform for a total of two slips. Water depths within the
proposed slips range between -2.0' and -3.0' below NWL with SAV's present. The docking
facility will be >_15' from the property lines extended and meets the % width rule.

John J. Miley
Field Investigation Report
Page 4
Anticipated Impacts
• The construction of the bulkhead along the proposed alignments will result in the filling of
±1,840 sf of PTA and EW AEC's with clean fill from an upland source (±119 cubic yards of
fill material below NWL).
Bulkhead installation, backfill and grading will result in ±72 sf of fill placed within a CW AEC.
• Bulkhead installation may result in the additional loss of emergent coastal wetlands
immediately waterward of the alignment due to disturbances to the root mat system.
• Construction of a single-family dwelling, driveway and wastewater treatment system will
result in the filling of ±3,904 sf of USACE 404 wetlands.
• It is anticipated that the filling of the USACE 404 wetland area adjacent to the coastal
wetland area will result in fill material eroding into the coastal wetland area unless proper
sedimentation and erosion control measures are implemented.
• Based on the proposed bulkhead alignments, it is anticipated that the proposed
development will result in ±10,773 sf of non -wetland land disturbance within the ES AEC.
• Based on the proposed bulkhead alignments, the construction of the single-family dwelling
and driveway will result in ±1,368 sf (±8.2%) of impervious surface within the ES AEC.
• Based on the proposed bulkhead alignments, the total impervious surface on the site will be
±3,369 sf (±13.4%).
• The proposed docking facility will result in two slips in waters >_2' in depth and the permanent
shading of ±652 sf of PTA and EW AECs.
• The proposed breakwater will encapsulate ±479 sf of PTA and EW AECs.
Submitted by: Ron Renaldi
Date: May 23, 2013
gIECEMI)
JUN 2 0 2013
VrM .MlfncITY

Lot 26 and Lot 27 Bertha L. Williams Subdivision
John J. Miley Residential Site Plan
CAMA Major Permit Application
Revision 04/09/13 per NC DCM Comments 03/18/13
PROJECT DESCRIPTION
IAPR 18 2013
Site Location
The site is two properties that are approximately 0.53 acres located in the Bertha L. Williams
Subdivision along a man-made canal and Capsies Creek ("SC" waters of Currituck Sound) on
Knotts Island. The lots are accessed via Williams Drive (NCSR 1120) and are roughly centered
on latitude 36.5426490°N and longitude 75.9188178°W (Figure 1-Relevant Portion of USGS
Topographic Quadrangle-Knotts Island). The Bertha L. Williams Subdivision on Knott's
Island was platted in the early 1960's.
Existing Development
Based on a review of historic aerial photography, both lots were formerly developed with a mobile
home and associated infrastructure on each respective lot. One of the mobile homes apparently
burned and the other was moved. Two concrete septic tanks and some utility and light poles
remain. Otherwise, the lots are vacant. Historic aerial photography of the site has been
included as Attachment 1. Recent aerial photography (2011) with the site plan overlain has been
included as Attachment 2.
Issued Permits and Permitting History
Other than septic approvals, and recent Albemarle Regional Health Services (ARHS) site
evaluations, there are no known permits issued for this property. Areas of United States Army
Corps of Engineers (USACE) and North Carolina Department of Environment and Natural
Resources (NCDENR) Division of Coastal Management (DCM) wetlands jurisdiction have been
delineated and are presented on the attached Figure 2- Wetlands Plat.
Proposed Work
The applicant proposes to stabilize the shoreline of the property through a combination of 151
linear feet (If) of bulkheads and 84 If of breakwaters as shown on the attached Figure 3-CAMA
Major Site Plan. The applicant proposes to construct a 2,000 square feet (sf) footprint three
bedroom home and all required infrastructure as shown on the attached Figure 3.
The proposed residential development will require the fill of 3,904.8 sf of USACE Jurisdictional
Wetlands, 1840.3 sf of bulkhead backfill and 1,534 sf of existing boat basin (includes bulkhead
backfilling in that location). The fill is required to provide appropriate septic setbacks for an
innovative wastewater treatment system.
The Applicant proposes to construct a six feet by 34 feet wooden pier with 400 sf of open decking
and two formalized boat slips each measuring 12 feet by 20 feet. One slip will include a boat lift
* RSe{fesf� as shown on the attached Figure 3.
per /a/i3 C.S1 "IL
Proposed development will create 1,368.4 sf of impervious surfaces within the 75 feet Area of
Environmental Concern (AEC) resulting in %,A'percent impervious surface coverage within the
AEC. There is no proposed coverage within the 30 feet Vegetated Buffer. RAa
JUN 2 0 2013
DC. *f_cM Crrr

Stormwater Management
There are no proposed discharges to any "Waters of the State". Currituck County stormwater
considerations may be required and will be addressed appropriately.
Soil Erosion and Sedimentation Control
The proposed development does not require a formal Soil Erosion or Sedimentation Control Plan.
However, silt fencing will be placed along the coastal wetlands line prior to any authorized land
disturbance. A Currituck County Disturbance Permit will be required prior to any development.
Water and Sewer
Development of the property will involve installation of an advanced on -site septic system
permitted through ARHS. A private on site well will be installed in accordance with the 2C Well
Construction Standards.
r-L
APR 18 2013
30 20 2013

APPLICATION for
I I APR 1 8 2013 i �
°
Major Development Permit ---
(last revised 12/27106)
North Carolina DIVISION OF COASTAL MANAGEMENT
1. Primary Applicant/Landowner lnforma lion
Business Name
Project Name (if applicable)
Lot 26 and Lot 27 Bertha Williams Subdivision
Applicant l: First Name
MI -
Last Name
John
J
Miley
Applicant 2: First Name
MI
Last Name
IF additional applicants, please attach an additional page(s) with names listed.
Mailing Address
PO Box
City
State
744 Forest Mills Road
Chesapeake
VA
ZIP
Country
Phone No.
FAX No.
23322
ext.
Street Address (if different from above)
City
State
ZIP
Same as above.
Email
[e-mail]
2. Agent/Contractor Information
Business Name
Quible & Associates, P.C.
Agent/ Contractor 1: First Name
MI
Last Name
Warren
D
Eadus
Agent/ Contractor 2: First Name
MI
Last Name
Mailing Address
PO Box
City
State
PO Drawer 870
870
Kitty Hawk
NC
ZIP
Phone No. 1
Phone No. 2
27949
252 - 261 -
3300 ext.
ext.
FAX No.
Contractor #
252 261 1260
Street Address (if different from above)
City
State
ZIP
8 Juniper Trail
Southern Shores
NC
27949 -
Email
[e-mail]
<Form continues on back>
.LL Ux Y LL
JUN 2 0 2013
- ,: DC%MHD CITY

Form DCM MP-1 (Page 2 of 4)
APPLICATION for
Major Development Permit
APR 18 2013 I
3. Project Location
County (can be multiple)
Street Address -_ - -
State Rd. #
Currituck
_
153 Willams Drive w
1299
Subdivision Name
City
State
Zip
Bertha L. Williams Subdivision
Knotts Island
NC
27950 -
Phone No.
Lot No.(s) (if many, attach additional page with ftt)
ext.
a. In which NC river basin is the project located?
b. Name of body of water nearest to proposed project
Pasquotank
Capsies Creek (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.)
292
(Two parcels) 25,371 sf
c. Size of individual lot(s)
d. Approximate elevation of tract above NHW (normal high water) or
'Lot 26 (0.25 acres), Lot 27 (0.28 acres),
NW L (normal water level)
(If many lot saes, please attach additional page with a llst)
3 ❑NHW or®NWL
e. Vegetation on tract
Maintained grasses and wetlands consisting of Salix nigra and S. patens along with C. jamaicens.
f. Man-made features and uses now on tract
Septic tanks and light poles.
g. Identify and describe the existing land uses admacen to the proposed project site.
Residential
h. How does local govemment zone the tract?
I. Is the proposed project consistent with the applicable zoning?
Agricultural
(Attach zoning compliance certificate, if applicable)
®Yes []No ❑NA
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 ❑N9_CE
National Register listed or eligible property? a RE M
<Form continues on next page>
JUN 2 0 2013
252808-2808 4-883aCti-,. s ,.

Form DCM MP-1 (Page 3 of 4)
APPLICATION for
8 2013
Major Development Permit
m. (i) Are there wetlands on the site? -- ®Yes ❑No
(if) Are there coastal wetlands on the site?==----"""- ®Yes ❑No
(ill) 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.
Derelict conventional septic tanks and drainfields. Site is currently undeveloped but was developed residential as recently as
2007.
o. Describe existing drinking water supply source.
On site groundwater well (new well to be installed).
p. Describe existing storm water management or treatment systems.
NIA
5. Activities and Impacts
a. Will the project be for commercial, public, or private use? ❑Commercial ❑Public/Govemment
®Private/Commundy,
b. Give a brief description of purpose, use, and daily operations of the project when complete.
Private 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.
Conventional equipment will be used to construct the residence, install bulkhead and build pier etc...
d. List all development activities you propose.
Construction of 160 linear feet of bulkhead, 150 linear feet of free standing breakwater, fill of 3,904.8 sf USACE Section 404
Wetlands, fill of man made boat basin (1,534 sf), construction of 2,000 sf (footprint) residential structure and all required
infrastructure as shown on attached plats.
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? 11,500 ®Sq.Ft or ❑Acres
g. Will the proposed project encroach on any public easement, public accessway or other area ®Yes ❑No DNA
that the public has established use of?
h. Describe location and type of existing and proposed discharges to waters of the state.
No discharges to waters of the state existing or proposed.
I. Will wastewater or stormwater be discharged into a wetland? ❑Yes ®No ❑NA
If yes, will this discharged water be of the same salinity as the receiving water? Dyes ❑No ®NA
j. Is there any mitigation proposed? ®Yes ❑No DNA
If yes, attach a mitigation proposal. RECEIM
<Form continues on back> JUN 2 0 2013

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, H applicable, must be submitted in order for the application
package to be complete. Rems (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 Richard L. Hodges III and Wendy M. Hodges Phone No.
Address 151 Williams Drive Knotts Island, NC 27950
Name Jo Ann M. Little and Judy M. Little Phone No.
Address 1845 N Alanton Dr Virginia Beach, VA 23454
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.
I. A signed AEC hazard notice for projects in oceanfront and inlet areas. (Must be signed by property owner)
k. A statement of compliance with the N.C. Environmental Policy Act (N.C.G.S. 113A 1-10), if necessary. If the project involves expenditure
of public funds or use of public lands, attach a statement documenting compliance with the North Carolina Environmental Policy Act.
7. Certification and Permission to Enter on Land
I understand that any permit issued in response to this application will allow only th
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 r�1S(Zot3 Print Name 1A) 014" r-r
Signature
APR 18 2013
Please indicate application attachments pertaining to your proposed project.
®DCM MP-2 Excavation and Ril Information ❑DCM MP-5 Bridges and Culverts---- , -'
®DCM MP-3 Upland Development
iEECEIVEb _
®DCM MP-4 Structures Information —
JUN 2 0 2013
q,_ arcs t-s«y ,a,,F3ea

Form DCM MP-2
EXCAVATION and FILL
(Except for bridges and culverts)
APR 1 8 2013
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.
Access
Other
Channel
Canal
Boat Basin
Boat Ramp
Rock Groin
Rock
(excluding
(NLW or
Breakwater
shoreline
NWL
stabilization
Length
46
Width
32
Avg. Existing
-2.0
NA
NA
Depth
Final Project
+3.0
NA
NA
Depth
11. EXCAVATION ® This section not applicable
a. Amount of material to be excavated from below NHW or
cubic yards.
c. (i) Does the area to be excavated include coastal wetlands/marsh
(CW ), submerged aquatic vegetation (SAV), shell bottom (SB),
or other wetlands (W L)? If any boxes are checked, provide the
number of square feet affected.
❑CW ❑SAV ❑SB
❑WL ❑None
(ii) Describe the purpose of the excavation in these areas:
2. DISPOSAL OF EXCAVATED MATERIAL
a. Location of disposal area.
c. (i) Do you claim title to disposal area?
❑Yes []No ❑NA
(ii) If no, attach a letter granting permission from the owner
b. Type of material to be excavated.
d. High -ground excavation in cubic yards.
b.
area.
®This section not applicable
d. (i) Will a dis oral area be available for future maintenance?
❑Yes UNo ❑NA
III) If yes, where?
e. (I) Does the disposal area include any coastal wetlands/marsh f. (i) Does the disposal include any area in the water?
(CW ), submerged aquatic vegetation (SAV), shell bottom (SB), ❑Yes []No ❑NA
or other wetlands (W L)? If any boxes are checked, provide the (ii) If yes, how much water area is affected?
number of square feet affected.
❑CW ❑SAV ❑SB _
OWL ❑None
(ii) Describe the purpose of disposal in these areas:
RECEIVED
JUN 2 0 Z013
'sa? 8Qfi 2MG:i . 3 13;;..4RCO;ASi

Form DCM M112-2 (Excavation and Fill, Page 2 of 3)
3. SHORELINE STABILIZATION ❑This section not applicable
(If development is a wood groin, use MP-4 — Structures)
a. Type of shoreline stabilization: b. Length: Breakwater 4 Uk BulkheadIfISO RAR 5-3-1?
WBulkhead LlRiprap ®Breakwater/Sill []Other:
c. Average distance watenvard of NHW or NW L:24eet-
8%J%V- "%A & Is-4 Sre. (% r V-kr @ S.1'
04VE-"A'awoC,NMr) Rttt 9-1-13
e. Type of stabilization material:
Wood and vinyl
g. Number of square feet of fill to be placed below water level.
Bulkhead backfill 1840.3 Riprap
Breakwater/Sill_ Other_
i. Source of fill material.
Permitted mine.
Width: Bulkhead 2 feet and Breakwater 2 feet
d. Maximum distance waterward of NHW or NWL: Bulkhead 47 feet
(filling of man made boat basin) and 10 feet Breakwater
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.
r,7 .,
h. Type of fill material.
Clean sand
CT�I or+�,9r_
1
4. OTHER FILL ACTIVITIES El 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 285 Yards
and two areas of Section 404 wetlands totalling 3,904.8 sf.
(iii) Dimensions of fill area Boat Basin -Approximately 45 feet
by 32 feet (irregular shape) Remaining wetlands 3,904.8 sf in
irregular shapes.
IN) Purpose of fill
Fill "silted in" boat basin to create appropriate separation for
installation of septic system to serve proposed residential
home. Fill of wetlands for septic separation, placement of
residential home and provide driveway access for
properties platted in 1963.
5. GENERAL
submerged aquatic vegetation (SAV), shell bottom (SB), or
other wetlands (W L)? If any boxes are checked, provide the
number of square feet affected.
❑CW _ ❑SAv ❑SB
OWL 3.904.8 []None
(ii) Describe the purpose of the fill in these areas:
Lot fill to create separation for installation of septic and to allow
construction of single family residence on lots platted in 1963.
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)?
NA NA
RECEIVED
c. (i) Will navigational aids be required as a result of the project? d. (i) Will wetlands be crossed in transporting equipment to project
❑ Yes No ❑NA site? ❑Yes ®No ❑NA
(it) If yes, explain what type and how they will be implemented. (ii) If yes, explain steps that will be taken to aVbirJ lx4hMirtfitb� 3
environmental impacts.
Date
for z0 AW6 za- 7!'iklu .ILL 'r hV&WdlaPJ
Project Name

Forth DCM MP-2 (Excavation and Fill, Page 3 of 3)
jv" . 'T , iq ll"
Applicant N me
A4
App ant nt SI nature
r
APA 1 E 2013
RECEIVED
JUN 2 0 2013
Der RDMY

Form DCM MP-3
UPLAND DEVELOPMENT
(Construction and/or land disturbing activities)
-- r„_p._ -. rT_
l�n .
APR 1 8 2013
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 residential structure with a 2,000 sf footprint. Bile
supported.
c. Density (give the number of residential units and the units per
acre).
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 erasion 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.
RAtt pcx s/aa)q,
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.
13.4
j. Describe proposed method of sewage disposal.
On site, active drip disposal.
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).
NA
b. Number of lots or parcels.
Two
d. Size of area to be graded, filled, or disturbed including roads,
ditches, etc.
11,500 sf
f. List the materials (such as mad, paver stone, asphalt, or concrete)
to be used for impervious surfaces.
Paver stone, asphalt, gravel and concrete
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 stommwater
design?
❑Yes ®No ❑NA
If yes, attach appropriate documentation. RECEIVED
JUN 20 2013
DCM-MRDCITY
252-808-28082:: 1-888-4RCOAST:: www.accoasta[manaaeme7Le!et ray:isee<: i2,26 06

Fortis DCM MP-3 (Upland Development, Page 2 of 2)
m. Describe proposed drinking water supply source (e.g., well,
community, public system, etc.)
Well
o. When was the lot(s) platted and recorded?
1963
flid l3
Date
n. (i) Will water be impounded? ❑Yes ®No ❑NA
(it) If yes, how many acres?
p. If proposed development is a subdivision, will additional utilities be
installed for this upland development?
❑Yes ❑No ®NA
LOT- err Mvb 2:�- -G't1Aft L•W1U f t.� S7/dYlri{�ol�
Project Name
Applicant Name K
ApplldantOgnature
fi
APR 18 2013
RECEWED
JUN 20 2013
DT&VHD CYrY
252-808-2808 :; 1-888-4RCOAST ;: www.necoastaimanaaement.net revised: 12126106

Form DCM MP-4
STRUCTURES
(Construction within Public Trust Areas)
APR 18 2013
rnggT
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 FACIUTY/MARINA CHARACTERISTICS
a. (i) Is the docking facility/marina:
❑Commercial ❑Public/Government OPrivate/Communfty
El This section not applicable
b. (1) Will the facility be open to the general public?
[]Yes ®No
c. (i) Dock(s) and/or pier(s)
d. (i) Are Finger Piers included? ❑Yes ®No
(ii) Number 1
If yes:
(iii) Length 34
(it) Number
IN) Width 6
(iii) Length
(v)Floating ❑Yes ®No
(iv)Width
(v) Floating Oyes ❑No
e. (i) Are Platforms included? ®Yes ❑No
f. (i) Are Boatlifts included? ®Yes ❑No
If yes:
If yes:
(it) Number 1
(ii) Number 1
(iii) Length 20
(iii) Length 12
IN) W idth 20
(iv)Width 20
(v) Floating ❑Yes ®No
Note: Roofed areas are calculated from dripline dimensions.
g. (i) Number of slips proposed
h. Check all the types of services to be provided.
2
❑ Full service, including travel lift and/or rail, repair or
(ii) Number of slips existing
maintenance service
❑ Dockage, fuel, and marine supplies
® Dockage ("wet slips") only, number of slips: 2
❑ Dry storage; number of boats:
❑ Boat ramp(s); number of boat ramps:
❑ Other, please describe:
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: 24
m. (i) Will the facility have tie pilings?
®Yes ❑No
(ii) If yes number of tie pilings?
2
j. Describe the typical boats to be served (e.g., open runabout,
charter boats, sail boats, mixed types).
Open runabout
I. (i) W ill the facilit be open to the general pub1IRCEM
❑Yes RNo
JUN 2 0 2013
D N"McffY
252-808-2808 :: 1-888-4RCOAST :: www.nccoastalmanagement. net revised: 12/27:06

Fort11 DCM MP-4 (Structures, Page 2 of 4)
2. DOCKING FACIUTY/MARINA OPERATIONS ®This section not applicable
a. Check each of the following sanitary facilities that will be included in the proposed project.
El Office Toilets
[IToilets for patrons; Number: _; Location:
❑ Showers
[IBoatholding tank pumpout; Give type and location: I era
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.
(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.
I.
Give the number of channel markers and "No Wake" signs proposed.
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?
RECEIVED
m.
Is the marina/docking facility proposed within a primary or secondary nursery area?
❑Yes ❑No
J U N 2 0 2013
DCM-MOD CITY
252-808-2808 :: 1-888-4RCOAST :: www. nc coastalmanagement.net
revised: 12,27 06

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 marinaldocking facility proposed within or adjacent to coastal wetlands/marsh (CW ), submerged aquatic vegetation (SAV), shell bottom
(SB), or other wetlands (W L)? 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) ®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 84 b. Average distance from NHW, NW L, or wetlands
S.}' RAIL 5-4- 13
c. Maximum distance beyond NHW, NW L or wetlands
eld RA12
6. MOORING PILINGS and BUOYS ®This section not applicable
a. Is the structure(s):
❑Commercial ❑Public/Government ❑Private/Community
c. Distance to be pieced beyond shoreline
Note: This should be measured from marsh edge, dpresent.
e. Arc of the wring
7. GENERAL
REaMD
JUN 2 0 2013
DCM-MADCITY
b. Number
d. Description of buoy (color, inscription, size, anchor, etc.)
252.808-2808 :: 1.888-4RCGAST :: www.nccoastaimanag-qment.net revised: 12127106

Forfn DCM MP-4 (Structures, Page 4 of 4)
a. Proximity of structure(s) to adjacent riparian property lines
15 feet or greater
Note: For buoy or mooring piling, use arc of swing including length
ofvessel
c. Width of water body
912 feet Caosies Creek: Canal 35.40 feet
e. (i) Will navigational aids be required as a tesult of the project?
❑Yes ®No ❑NA
(it) If yes, explain what type and how they will be implemented.
b. Proximity of structure(s) to adjacent docking facilities.
Unknown, greater than 50 feet.
d. Water depth at watenvard end of structure at NLW or NW L
3.0 feet (rel. NWL)
8. OTHER ®This section not applicable
a. Give complete description:
Date
%07- 2ce �ri4 22
1 - t. Wi(I WlncS S1tBblutSlON
Project Name
-10" '1, rVlIL41
Applicant Name
,A IU
App ant t6nature
APR 18 2013
.10
RECEIVED
JUN 2 0 2013
DCM•MHD CRY
252-808.2808 :: 1-888-4RCOAST :: www. nc coastal management.et revised: 12�27/06

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Statement of Compliance with Session Law 2009-337 An Act to Promote
the Use of Compensatory Mitigation Banks and SL 2011-343.
(link to SL 2009-337) (link to SL 2011-343)
Prior to accessing the Ecosystem Enhancement Program (EEP) In -Lieu Fee Mitigation
Program, all applicants requesting wetlands stream and/or riparian buffer mitigation are now
required by law to comply with Session Law 2009-337 An Act to Promote the Use of
Compensatory Mitigation Banks as well as Session Law 2011-343, which made changes to
the definition of "government entities." All requests submitted on or after June 27, 2011
MUST include this form signed and dated by the permit applicant or an authorized agent.
Please refer to DENR's Implementation Policy for more detailed guidance.
Compliance Statement:
I have read and understand SL-2009-337 and SL-2011-343 and have, to the best of my
knowledge, complied with their requirements. I understand that participation in the
NCEEP is voluntary and subject to approval by permitting agencies.
Please check all that apply:
Applicant is a Federal or State Government Entity or a unit of local government
meeting the requirements set forth in G.S. 143-214.11 (as amended by SL 2011-
/ 343) and is not required to purchase credits from a mitigation bank.
V There are no listed mitigation banks with the requested credit type located in the
hydrologic unit where this impact will take place (link to DWQ list) (see "approved
mitigation bank" link under "Options for compensatory mitigation" heading)
It SCL t41T31 CIfZ )�
Mitigation bank(s) in the hydrologic unit where the impacts will occur have been
contacted and credits are not available.
The DWQ or the Corps of Engineers did not approve of the use of a mitigation
bank for the required compensatory mitigation for this project.
This is a renewal request and the permit application is under review. Bank
credits were not available at the time the application was submitted.
Enter date permit application was submitted for review:
Note: It is the applicant's responsibility to document any inquiries made to privatelnitigation
banks regarding credit availability.
uate
1WyY1 � ii4
G07_ 2& pwo Z?- &NleaA &j"1tWJ (�P�'c(� S 1S6*TVQ0 202
Project Name SU1SD(Ui5(oN r4z;(c- Af1j, Location
DCM-MAD CITY

NORTH CAROLINA ECOSYSTEM ENHANCEMENT PROGRAM, NCEEP
IN -LIEU FEE REQUEST FORM
Revised 1/17/2013
Complete requested information, sign and date. email to or fax to kellv.williams(a.ncdenr.00v (fax) 919-707-8976. Attachments
are acceptable for clarification purposes (location map or let long is required). Information submitted is subject to NC Public
Records Law and may be requested by third parties. Review meetings are held on Tuesday afternoons. Information submitted is
subject to NC Public Records Law and may be reauested by third nartias
f CONTACT INFORMATION
1. Business or Individual Name
APPLICANT'S AGENT (optional)
US_
APPLICANT
Jolt I. A4 tt
2 Street Address or P O Box
----------
ML( S
3. City, State, Zip
--City--te,Zi
_Rpm_
k 2�`t
e icy ✓A
4. Contact Person
1.1
S
; lit
S. Telephone Number
j S 7- 3W
6. Fax Number_.
�� • 17Q U
---
7. E-Mail Address (optional)
------------------------
(�tl$ U I? GC/YI
S� LUM
8. Project
9. Project Location
or attach a map
11.
ry
12. River Basin & Cataloging Unit (8-digit)
(see Note 1) 93 o (0 2
1 K Project Type'*specity owner type and
write in project type (e.g. school, church, retail, Owner Type: _Government
residential SD, apartments, road, utilities,
military,etc_)'* Project Type_ pju t
---- -- ------ ----- --._.
14. Riparian Wetland Impact (ac.) (e.g., 0.13)
Coastal Marsh
1,234)
NA
31R0q SF _-_� r Dq
isms
✓ Private
18. Riparian Buffer Impact (sq. ft.) Q Zone 1: Zone 2:
(where applicable) N _
19. Regulatory Agency Staff Contacts
Indicate names, if known ! USACE: iU12- DWQ: AvviviiiV
IMPORTANT
Check (�) below if this request is for a:
_ revision to a current acceptance
_ renewal of an expired acceptance
—extension of unexpired acceptance
By signing below, the applicant Is confirming they have
read and understand EEP's refund policy posted at
nceep.net and attached to this form.
Signature of Applicant or Authorized Agent:
Date:
Note 1: For help in detennining the Cataloging UnlT�Oit n I or contact EEP
Direct questions to Kelly Williams at 919-707-8915�bi'ke ill (a�ncdenr.aov or to EEP's
n _) -
f------ -----
�nt dery at 9� 9 07,8f691.))
DCM--YHID CITY

Warren Eadus
From:
Sent:
To:
Subject:
Classification: UNCLASSIFIED
Caveats: NONE
Barnes, Kyle W SAW <[e-mail]>
Monday, April 15, 2013 8:08 AM
Warren Eadus
RE: Jack Miley Knotts Island (UNCLASSIFIED)
GDSRB is still on hold for selling credits. EEP is the only game right now
-----Original Message -----
From: Warren Eadus fmailto:weadus(cDguible.com]
Sent: Wednesday, April 10, 2013 5:04 PM
To: Barnes, Kyle W SAW
Subject: Jack Miley Knotts Island
Are you accepting mitigation credits from Great Dismal Swamp Restoration Bank for projects on Knotts Island?
Specifically, I am submitting a CAMA Major for Jack Miley (just recently issued JD Lots 26 and 27 Bertha
Williams Subdivision) and we need to fill so that he can put up a three bedroom house and get a septic system
to work. I need to offer mitigation and was getting ready to request EEP, but I have to check around with the
banks first.
Warren D. Eadus, P.G.
President
Quible & Associates, P.C.
8 Juniper Trail
PO Drawer 870
Kitty Hawk, NC 27949
t 252.261.3300
f 252.261.1260
m 252.202.8166 RECEIVED
www.guible.com<blocked::http://www.quible.com/> JUN 2 0 2013
DCM-MHD CITY
LEGAL DISCLAIMER
The information transmitted is intended solely for the individual or entity to which it is addressed and may
contain confidential and/or privileged material. Any review, retransmission, dissemination or other use of or

1/IE/ZUIa 0:16 AM lommy Stokely
LIE TABLE
LM&
LEWIN
DNdSCT/cr'
LI
MM'
5 55' 06' 12'E
12
AO.26'
5 S' O6' 12'E
L3
/OXl'
5 36' %' 06'E
L4
265I'
5 00' 22' 07'E
LS
10L9'
5 2T' 31' S0' E
L6
/1-%'
5 Af' 07' 42' E
17
12.gr
N43'32'SB'E
LB
22W'
N OO' 31'37' E
Lq
?6.73'
N 72.26' 02'E
L1O
2766'
5 7B' 54' 43'E
111
6.10'
5 76. 54' 43, E
L12
25210'
5 75' 22' 36'E
L13
21CV'
SB4'37'22'E
L14
Ol'
50013215T'W
LB
4.42'
5/7'"'37•W
LNl
61
53r A0'34'M
L17
11.42'
5 33' M' 14' E
DO
241
544'I5'30•E
LIT
A.W.
S 24' 35' l4' E
L20
2662'
547'01
L2I
.36.74'
N06•46'27'E
L22
66254'
N 62' 34' 37'W
L23
WO,001
N 62' 4l'3/'W
L24
236B'
NM'.S'41'E
404 CERTIFICATE
DEMAND LIIE TABLE
LINE:.
LfWTH
DIRaDnow
L25
6.50'
N 06' S0' %' E
L26
45.41'
N 06' 50' %' E
L27
2250'
N 25' 03' 53' E
L20
21.0'
N 46* 50' 56' E
L21
30.20-
5 67. 44' II' E
L30
3L2/'
5cal 51, OT'W
L31
27-15'
S /O' 32' I7'W
02
11
5 26- 225' 2/'W
L33
le.gq'
5 26' 26' 21'W
L34
665'
52/•31'01'W
L-45
I0.21'
5 66' 34' 04' W
L35
14.02'
N 5g' 06' 42'W
L37
3.17'
N NY 11 E
L30
22.66'
N 36' /O' 24' E
Lag
A74'
N 47' 97' 15' E
L40
0.46'
N 35, 1/' M' E
L41
116'
N 55' 35' 07' E
L42
15.73'
N 55' 27' 44' E
L43
1757'
N 54. 27' 42' E
L44
17.13'
N5I.22'06'E
WE71AIn LINE TABLE
LIIEA'
LENSIN
DIRECTION
L45
2051'
N 40' 26' 37' E
L%
241
N /1 SP 41' E
L47
20.13'
N 52' 14' 02' E
L%
20.42'
N 70' 41 E
L4q
201
N 70' 02' 5V E
L50
52,43'
514, It, 54'E
75l
%.72'
N?5'S9'23' W
NEUAIn aRVE TABLE
LLRVE+E51
CHIPLB57H
ernBFARIAfSe5
I1'N
76' 27'%'E
e6
E74q701"'
6.14'
N 65' OT 4 EC7
37.64'
5 62'34'37'/4
C6
101
N 6q' 12' 27'W
I CERTIFY THAT TH15 MAP WAS DRAHV UNDER MY 9,FERV/5/ON FROM AN ACTUAL
SURVEY MADE UNDER MY SUPER1175/ON (5EF NOTES FOR DEED REFFR L),,THAT
THE BOUNDARIES NOT 56RVEYED ARE INDICATED AS DRANW AS
DASHED/BROKEN L/AE5,THAT THE RAT/O OF PREG151ON OR P051TIONAL
ACCURACY 15 1,I0,000t; AND THAT THIS MAP MEETS THE REGOREI-ENT5 OF THE
STANDARDS OF PRACTICE FOR LAND 51.RVEYIN5 IN NORTH CAROL/NA (21 AICAC
56.I6GOJ.
THIS DAY ogie
"-1-_,
TH15 CERTIFIES THAT THIS COPY OF THIS FLAT AC619ATELY DEF/CT5 THE BOUNDARY OF TIE
JARI50IC77ON OF SECTION 404 OF THE CLEAN WATER ACT IN THE AREAS AS INDICATED, AS
DETERMINED BY 7HE 0ADER516IED ON THIS DATE. 077ER AREA5 OF JARISOICT/ON MAY BE
PRESENT ON THE SITE BUT HAVE NOT BEEN EVALUATED. OtE55 THERE /5 A CHAA5E IN 7HE LAW
OR aR PM5LI5NED REGULAT/ON5, THIS DETERMINATION OF SECTION 404 ,M150/CTION MAY BE
RELIED UPON FOR A PERIOD NOT TO EXCEED FIVE YEARS FROM TH15 DATE TH15 DETERMNATION
WAS MADE UT/LIZIAS THE APPROPRIATE REGIONAL 901oPLE74ENT TO THE M67 CORF5 OF
EN6IAEER5 REMAND DELINEATION MANIAI..
- AREAS BY COORDINATE METHOD
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- LOT 26 AREA TO NORMAL WATER LIFE = 10,443 sgft /025 acres. �;, 00 j -
- LOT 26 PLAT AREA = 14,1462 sgft 1034 acres.
- LOT 27 AREA TO NORMAL WATER LINE = 12,366 sgft / 029 acres. O
- LOT 27 FLAT AREA = 1q,655 sgft / 0.46 acres.
- %fLJFCT REFERENCE5: DB 11 PIS 72q,, MB. 2, PIS 120,
- FIELD 51MVEY DATE 01 4 01/04173
- LOT 26: PIN 075A00000260000
-LOT 27. PIN 075AO0000270000
- PROPERTY /5 LOCATED IN WIP FLOOD ZONE AE 53' AND 5'.3.ECT TO CHA BY FEMA.
- FIROPERTY 15 ALSO LOCATED IN THE COA5TAL BARRIER RE5GT,RCES 5Y57EM TED 11-I6-g0
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EFFECTIVE DATE. DECEMBER I6, 1005
- TH15 SURVEY 56131 TO ANY FACTS INCL=145 BVILDIM5 SETBACK RE51RICTION5,
EASEMENTS COVENANT5, ETC, THAT MAY BE REVEALED BY A aILL AND ACCURATE TITLE
SEARCH.
- NO W,65 /-ONMETIT FGMD WITHIN 2CCO'.
- WETLANDS AS DELINEATED BY DYABLE AND A550CIA7E5, P.G. 4 SURVEYED 0I/04/73 (5EE
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PROJECT
OUIBLE P&RA SIGHT OCCIIATES, P.C.
v WEMAM SRVEY FOR JOHN L hMXY
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Is12085
THIS DOCUMENT IS THE PROPERTY OF GUIBLE
& ASSOCIATES, P.C. ALL RIGHTS ARE
,,O,stt
,,N�"'""""•.O� ♦♦♦i♦
-
Quible SINCE 1959
LOT 26 AND 27
DRAWN BY
RESERVED. ANY REPRODUCTION OF THIS OR
POSSESSION
DLT A$
WITHOUT PRIOR PERMISSION OF
OUIBLE SI ASSOCIATES, P.C. WILL MISSION CONSTITUTE
WOUnON of COPYRIGHT uws. wounON
WILL BE SUBJECT TO LEGAL ACTION
BERTHA 1. WII.LI"S SUBDIVISION
_
95
& Associates, P.C.
ENGINEERING * CONSULTING * PLANNING
CHECKED BY
FRUITVILLE TOWNSHIP CURRITUCK COUN
ENVIRONMENTAL SCIENCES SURVEYING
- WDE/JHM
IF THIS PUN OR PUT IS NOT SIGNED AND
NORTH CAROUNA
NC seyy:
SEALED BY A LICENSED PROFESSIONS THEN
THIS PUN OR PUT SHALL BE CONSIDERED
♦♦
870, Hawk. NC 27949
PO Drawer 870, Kitty Hawk,
0 40 80
DATE
PRELIMINARY AND NOT A CERTIFIED DOCUMENT
♦♦, ,,,
00
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01/17/13
AND SHALL NOT BE USED FOR CON N,
RECORDATION, SALES OR LAND CONVEYANCES.
♦i . ��
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,Arpr
61-12600
Fax: 252 261 —1260
GRAPHIC SCALE IN FEET 1-=40
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Pdyconic Projection
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31ME
KNOTTS ISLAND QUADRANGLE
NORTH CAROLINA
TOPOGRAPHIC SERIES (Unavailable)
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036'31'15U'N
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(COROLLA)
0 1
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YARDS 1954
0 1
KILOMETER Qama`7au
CONTOUR INTERVAL 5 FEET
MEAN SEA LEVEL

CUT 2' SLOT IN
OUTER FLANGE OF SHEET PILE
TOP 3' LENGTH (TYP)
f BOLT
4 PER SCAB BLOCK
COUNTERSUNK (TYP)
(2 ON EACH SIDE
OF JOINT)-
6'4 BUTT (MIN.) X 141
TIMBER PILE
4' O.C. (TYP)
WAVE
DIRECTION —�
(TYP) —�
NO TIMBER BOLTS
V/ OGEE WASHERS
C O.C. (TYP)
v O.O NWt
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SPLICE (TYP)
VINYL SHEET PILE
FREE-STANDING SLOTTED BREAKWATER SECTION MT.
NTS
`STRUCTURAL DESIGN BY OTHERS
2' SLOT CUT IN FRONT FLANGE
TOP 3' LENGTH (TYP)
BUTT (MIN.) X 14'L TIMBER PILE (TYP)
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I'm TIMBER
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NTS
'STRUCTURAL DESIGN BY OTHERS
8'x8' P.T. VERTICAL
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NOTE: ALL TIMBER TO BE PRESSURE
TREATED IN ACCORDANCE NTH
AWPA USE CATEGORY UCSB
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SECTION OFSECTION OFBULKH�D
NTS
(DESIGN TO BE VERIFIED BY STRUCTURAL
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4. PARCEL AREAS: LOT 26 AREA TO EXISTING NORMAL WATER UNE = 10.943 aft / 0.25 cores.
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LOT 28 PLAT AREA = 14,t182 egft / 0.34 acres.
LOT 27 AREA TO EXISTING NORMAL WATER UNE - 12,366 mft / 0.28 cores.
LOT 27 AREA TO PROPOSED NORMAL WATER LINE - 12,672 s9.ft. / 0.29 cues.
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p SEPTIC DISPOSAL (0 SO.FT. OF IMPERVIOUS COVERAGE PROPOSED.) = OA
AREA WITHIN 75' A.E.L. 16.657.3 SOFT.
PROPOSED IMPACTS WITHIN 75' A.E.C.: PROPOSED DWELLING, GRADING, BULKHEAD BACKRU. AND FILL
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DRAWN BY RESERVED. ANY REPRODUCTION OF THIS OR M��aa2 PE�Mt
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TAS QUIBLE k ASSOCIATES, P.C. WILL CONSTITUTE BERTHA L. VIMLIAMS SUBDIVISION
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THIS PLAN OR PUT SHALL BE CONSIDERED 0 30 LTD
DATE PRELIMINARY AND NOT A CERTIFIED DOCUMENT Phone: [252) 261-3300
AND SHALL NOT BE USED FOR CONSTRUCTION, Fax: [phone]
2-26-13 RECORDATION, SALES OR LAND CONVEYANCES. GRAPHIC SCALE IN FEET 1"=30 E-Moll: adminlsfroforOqufble.com

Pat McCrory
Governor
June 4, 2013
NCDENR
North Carolina Department of Environment and Natural
Division of Coastal Management
Braxton C. Davis
Director
C.13.a(,.l�le.c�l
u I u II :: ►11 il-
TO:
FROM:
SUBJECT:
Applicant:
Project Location:
Maria Tripp Dunn
NC Wildlife Resources Commission
Doug Huggett
Major Permits Processing Coordinator
Resources
CAMA/DREDGE & FILL Permit Application Review
John Miley
John E. Skvada, III
Secretary
yUly 2a13
RED ti�ED
ouptyaucift
Piog�
153 & 155 Williams Drive, Bertha L. Williams S/D, Knotts Island
Proposed Project: Bulkhead, breakwater, single-family dwelling, docking facility, fill
Please indicate below your agency's position or viewpoint on the proposed project and return this
form by 06/25/13 to 400 Commerce Avenue Morehead City, NC 28557. If you have any
questions regarding the proposed project, please contact Ron.Renaldi at [phone]. When
appropriate, in-depth comments with supporting data are requested.
REPLY: This office has no objection to the project as proposed.
/
This office has no comment on the proposed project.
This office approves of the project only if the recommended changes are
incorporated. See attached.
This office objects to the project for reasons described in the attached
comments.
SIGNED DATE (r 2-5 10I Z
1367 US 17 South, Elizabeth City, NC 27909
Phone: .[phone] FAX: [phone].; Internet: v wwmccoastalmanagement.nel.
An Equal Opportunity 1 Affirmative Action Employer

Pat McCrory
Governor
June 4, 2013
A14h (�� JUN 25 2013
MCDEN $ 1/ bfviF-HABITATPROTE(
North Carolina Department of Environment and Natural Resources
Division of Coastal Management
Braxton C. Davis John E. Skvarla, III
Director Secretary
MEMORANDUM
TO:
FROM:
SUBJECT:
Applicant:
Project Location:
Proposed Project:
As
rt f 26 ILED
r3
Kevin Hart
NC Division of Marine Fisheries, WaRO
Doug Huggett
Major Permits Processing Coordinator
CAMA/DREDGE & FILL Permit Application Review
John Miley
153 & 155 Williams Drive, Bertha L. Williams S/D, Knotts Island
Bulkhead, breakwater, single-family dwelling, docking facility, fill
Please indicate below your agency's position or viewpoint on the proposed project and return this
form by 06/25/13 to 400 Commerce Avenue, Morehead City, NC 28557. If you have any
questions regarding the proposed project, please contact Ron Renaldi at [phone]. When
appropriate, in-depth comments with supporting data are requested.
REPLY: \� This agency has no objection to the project as proposed.
1` 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 619/2013
1367 US 17 South, Elizabeth City, NC 27909
Phone: [phone] k FAX: [phone] ; Internet: www.nccoastalmanagement.net
An Equal Opportunity k Affirmative Action Employer

NCD NR NOT A CAMA PEA'
North Carolina Department of Environment and Natural Resources
Division of Water Quality
Pat McCrory Thomas A. Reeder John E. Skvarla, III
Governor Acting Director Secretary
June 25, 2013
Mr. John J. Miley
744 Forest Mills Road
Chesapeake, VA 23322
DWQ Project # 13-0606
Currituck County
Subject Property: John Miley, Lots 26-27, Bertha L. Williams Subdivision
Capsies Creek [PAS54, 30-1-1-1; SCj
Approval of 401 Water Quality Certification with Additional Conditions
Dear Mr. Miley:
You have our approval, in accordance with the attached conditions and those listed below, to
place fill within or otherwise impact 0.091 acres of wetlands and 0.06 acres of waters for the
purpose of construction of a breakwater, single family residence with gravel driveway and
docking facility at the subject property, as described within your application dated June 4, 2013
and received by the Division of Water Quality (DWQ) on June 10, 2013, This Certification(s) is
issued in conjunction with the CAMA Major Permit and General Permit(s) 198000291 issued by the US
Army Corps of Engineers (USACE). This Certification allows you to use the CAMA Major Permit when
the Division of Coastal Management Issues it. In addition, you should obtain or otherwise comply with
any other required federal, state or local permits before you go ahead with your project including (but
not limited to) Erosion and Sediment Control, Non -discharge regulations. Also, this approval to proceed
with your proposed impacts or to conduct impacts to waters as depicted in your application shall
expire upon expiration of the 404 or CAMA Permit.
This approval is for the purpose and design that you described in your application. If you
change your project, you must notify us and you may be required to send us a new application.
If the property is sold, the new owner must be given a copy of this Certification and approval
letter and is thereby responsible for complying with all conditions. If total fills for this project
(now or in the future) exceed one acre of wetland or 150 linear feet of stream, compensatory
mitigation may be required as described in 15A NCAC 2H .0506 (h). This approval requires you
to follow the conditions listed in the attached certification and any additional conditions
listed below.
The Additional Conditions of the Certification are:
North Carolina Division of Water Quality Internet w ncwarerqutlitvore QR.,e�t,,
943 Washington Square Mall Phone: 252-946-MBI One
Q�na
Washington, NC 27889 FAX [phone] /oli
An Equal OpporWnfty1AfnrmabH Action Employer-50°% Recyded110% Post Consumer Paper Aia&rall ff

'.r
John Miley Lot 26-27 Bertha Williams Subdivision
A-ty°t� Mr. John J.Miley
I �� 11 Page 2 of 3
1. Impacts Approved
The following Impacts are hereby approved as long as all of the other specific and general
conditions of this Certification (or Isolated Wetland Permit) are met. No other impacts are
approved including incidental Impacts:
Amount Approved (Units)
Plan Location or Reference
404/Coastal
0.091(acres)
Application Drawings
Wetlands
(0.090 acres 404 Wetlands)
(0.001 acres Coastal Wetlands)
Waters
0.06 (acres)
Application Drawings
2. Certificate of Completion
Upon completion of all work approved within the 401 Water Quality Certification or
applicable Buffer Rules, and any subsequent modifications, the applicant is required to
return the attached certificate of completion to the 401 Oversight/Express Review
Permitting Unit, North Carolina Division of Water Quality,1650 Mail Service Center, Raleigh,
NC, 27699-1650.
This Certification can be contested as provided in Articles 3 and 4 of General Statute 150E by
filing a written petition for an administrative hearing to the Office of Administrative Hearings
(hereby known as OAH). A petition form may be obtained from the OAH at
htto://www.ncoah.com/ or by calling the OAH Clerk's Office at [phone] for information.
Within sixty (60) calendar days of receipt of this notice, a petition must be filed with the
OAH. A petition is considered filed when the original and one (1) copy along with any
applicable OAH filing fee is received in the OAH during normal office hours (Monday through
Friday between 8:00 am and 5:00 pm, excluding official state holidays).
The petition may be faxed to the OAH at [phone], provided the original and one copy of
the petition along with any applicable OAH filing fee is received by the DAH within five (5)
business days following the faxed transmission.
Mailing address for the OAH:
!f sending via US Postal Service:
Office of Administrative Hearings
6714 Mail Service Center
Raleigh, NC 27699-6714
If sending via delivery service (UPS,
FedEx, etc):
Office of Administrative Hearings
1711 New Hope Church Road
Raleigh, NC 27609-6285
One (1) copy of the petition must also be served to DENR:

John Miley Lot 26-27 Bertha Williams Subdivision
Mr. Jahn J. Miley
Page 3 of 3
Lacy Presnell, General Counsel
Department of Environment and Natural Resources
1601 Mail Service Center
Raleigh, NC 27699-1601
This letter completes the review of the Division of Water Quality under Section 401 of the Clean
Water Act. if you have any questions, please telephone Jennifer Burdette in the Central Office
in Raleigh at 919-807-6364 or Anthony Scarbraugh in the DWQ Washington Regional Office at
252-948-3924.
Sincerely,
arx, O
For Tom Reeder.
Enclosures: Certificate of Completion
GC 3900
cc: Raleigh Bland, Corps of Engineers Washington Field Office
Jennifer Burdette, DWQ Webscape Unit
DCM, Doug Huggett, Morehead Office
DCM, Ron Renaldi, Elizabeth City
DEMLR, WaRO
File copy
FIIe:13-0606_John Miley Lots 26-27 Bertha Williams Subdivision _3900 approvaVas

4
A fAh
031- R
North Carolina Department of Environment and
Division of Coastal Management
Pat McCrory Braxton C. Davis
Governor Director
MEMORANDUM
TO: Doug Huggett, Major Permits Coordinator
THROUGH: Frank Jennings, District Manager
FROM: Ron Renaldi, Field Representative QR fZ
DATE: June 21, 2013
SUBJECT: John J. Miley Major Permit Recommendations
VC -
Natural Resources
John E. Skvarla, III
Secretary
JUN 2 6 2013
DCM MHD CrrY
The applicant proposes to construct bulkheading on portions of a natural shoreline, fill a man-
made basin, construct a section of breakwater, place fill material within USACE delineated 404-
wetlands, construct a single family dwelling with a gravel driveway, install an innovative
wastewater treatment system, and construct a docking facility.
The site of the proposed development is located at two vacant Lots (26 & 27) addressed as 153 &
155 Williams Drive (SR 1299), within the Bertha L. Williams S/D, Knotts Island, Currituck
County. The site is adjacent to a canal that connects to Capsies Creek as well as Capsies Creek
itself.
The development proposal involves the Public Trust Area (PTA), Estuarine Waters (EW),
Estuarine Shoreline (ES) and Coastal Wetland (CW) Areas of Environmental Concern (AFC's).
I have reviewed the Rules of the Coastal Resources Commission (CRC) as they pertain to this
project and my findings are as follows:
15A NCAC 07H.0203 Management Obiective of the Estuarine and Ocean System
It is the objective of the Coastal Resources Commission to conserve and manage estuarine
waters, coastal wetlands, public trust areas, and estuarine and public trust shorelines, as an
interrelated group of AECs, so as to safeguard and perpetuate their biological, social, economic,
and aesthetic values and to ensure that development occurring within these AECs is compatible
with natural characteristics so as to minimize the likelihood of significant loss of private property
and public resources. Furthermore, it is the objective of the Coastal Resources Commission to
protect present common-law and statutory public rights of access to the lands and waters of the
coastal area.
1367 US 17 South, Elizabeth City, NC 27909
Phone: [phone] \ FAX: [phone]: Internet: www.n000astaimanagement.net
An Equal Opportunity \ Affirmative Action Employer

Doug Hugget, Major Permit Coordinator
John J. Miley Major Permit Recommendations
June 21, 2013
Page 2
Consistent: The proposed development is consistent with the intent of this rule.
15A NCAC 07H.0205 Coastal Wetlands
(c) Management Objective. To conserve and manage coastal wetlands so as to safeguard and
perpetuate their biological, social, economic and aesthetic values; to coordinate and establish a
management system capable of conserving and utilizing coastal wetlands as a natural resource
essential to the functioning of the entire estuarine system.
(d) Use Standards. Suitable land uses shall be those consistent with the management objective in
this Rule. Highest priority of use shall be allocated to the conservation of existing coastal
wetlands. Second priority of coastal wetland use shall be given to those types of development
activities that require water access and cannot function elsewhere. Examples of acceptable land
uses may include utility easements, fishing piers, docks, and agricultural uses, such as farming
and forestry drainage, as permitted under North Carolina's Dredge and Fill Act or other
applicable laws. In every instance, the particular location, use, and design characteristics shall be
in accord with the general use standards for coastal wetlands, estuarine waters, and public trust
areas.
Inconsistent: The applicant proposes to place fill material within an area of approximately
72 SF of Coastal Wetland AEC which is inconsistent with the management objective.
07H.0206 Estuarine Waters
(c) Management Objective. To conserve and manage the important features of estuarine waters
so as to safeguard and perpetuate their biological, social, aesthetic, and economic values; to
coordinate and establish a management system capable of conserving and utilizing estuarine
waters so as to maximize their benefits to man and the estuarine and ocean system.
(d) Use Standards. Suitable land/water uses shall be those consistent with the management
objectives in this Rule. Highest priority of use shall be allocated to the conservation of estuarine
waters and their vital components. Second priority of estuarine waters use shall be given to
those types of development activities that require water access and use which cannot function
elsewhere such as simple access channels; structures to prevent erosion; navigation channels;
boat docks, marinas, piers, wharfs, and mooring pilings. In every instance, the particular
location, use, and design characteristics shall be in accord with the general use standards for
coastal wetlands, estuarine waters, and public trust areas described in Rule 07H.0208.
Consistent: The proposed development is consistent with the intent of this rule.
07H.0207 Public Trust Areas
RECENED
(c) Management Objective. To protect public rights for navigation and recreation andJ�N 2 6 2013
conserve and manage the public trust areas so as to safeguard and perpetuate their biological,
economic and aesthetic value. Dcm-moc"y

Doug Hugget, Major Permit Coordinator
John J. Miley Major Permit Recommendations
June 21, 2013
Page 3
(d) Use Standards. Acceptable uses shall be those consistent with the management objectives in
Paragraph (c) of this Rule. In the absence of overriding public benefit, any use which
jeopardizes the capability of the waters to be used by the public for navigation or other public
trust rights which the public may be found to have in these areas shall not be allowed. The
development of navigational channels or drainage ditches, the use of bulkheads to prevent
erosion, and the building of piers, wharfs, or marinas are examples of uses that may be
acceptable within public trust areas, provided that such uses shall not be detrimental to the public
trust rights and the biological and physical functions of the estuary. Projects which would
directly or indirectly block or impair existing navigation channels, increase shoreline erosion,
deposit spoils below normal high water, cause adverse water circulation patterns, violate water
quality standards, or cause degradation of shellfish waters are considered incompatible with the
management policies of public trust areas. In every instance, the particular location, use, and
design characteristics shall be in accord with the general use standards for coastal wetlands,
estuarine waters, and public trust areas.
Consistent: The proposed development is consistent with the intent of this rule.
15A NCAC 07H.0208 Use Standards
Paragraph (a) addresses General Use Standards, and sub -paragraph (1) precludes uses that are
not water dependent within the EW and PTA and lists uses that may be considered water
dependent.
Consistent: The proposed development is consistent with the intent of this rule.
Paragraph (a)(2)(A) states that the location, design, and need for development, as well as the
construction activities involved shall be consistent with the management objective of the
Estuarine and Ocean System AEC and shall be sited and designed to avoid significant adverse
impacts upon the productivity and biologic integrity of coastal wetlands, shellfish beds,
submerged aquatic vegetation as defined by the Marine Fisheries Commission, and spawning
and nursery areas.
Consistent: The proposed development is consistent with the intent of this rule.
Paragraph (a)(2)(B) states that development shall comply with state and federal water and air
quality standards.
Consistent: The proposed development is consistent with the intent of this rule.
Paragraph (a)(2)(C) states that development shall not cause irreversible damage to documented
archaeological or historic resources as identified by the N.C. Department of Culturl&gffffces.
Consistent: The proposed development is consistent with the intent of this rule. UN 2 6 2013
Paragraph (a)(2)(D) states that development shall not increase siltation.
Consistent: The proposed development is consistent with the intent of this rule.

Doug Hugget, Major Permit Coordinator
John J. Miley Major Permit Recommendations
June 21, 2013
Page 4
Paragraph (a)(2)(E) states that development shall not create stagnant water bodies.
Consistent: The proposed development is consistent with the intent of this rule.
Paragraph (a)(2)(F) states that development shall be timed to avoid significant adverse impacts
on life cycles of estuarine and ocean resources.
Consistent: The proposed development is consistent with the intent of this rule.
Paragraph (a)(2)(G) states that development shall not jeopardize the use of the waters for
navigation or for other public trust rights in public trust areas including estuarine waters.
Consistent: The proposed development is consistent with the intent of this rule.
Paragraph (b) addresses Specific Use Standards. Of these, subparagraphs (6) Piers and Docking
Facilities, (7) Bulkheads and (11) Filling of Canals, Basins and Ditches pertain to this project,
and those subparagraphs not listed are not applicable to this project.
Paragraph (6) Piers and Docking Facilities
Subparagraph (6)(A) states that piers shall not exceed six feet in width. Piers greater than six
feet in width shall be permitted only if the greater width is necessary for safe use, to improve
public access, or to support a water dependent use that cannot otherwise occur.
Consistent: The proposed development is consistent with the intent of this rule.
Subparagraph (6)(B) states that the total square footage of shaded impact for docks and mooring
facilities (excluding the pier) allowed shall be 8 square feet per linear foot of shoreline with a
maximum of 2,000 square feet. In calculating the shaded impact, uncovered open water slips
shall not be counted in the total. Projects requiring dimensions greater than those stated in this
Rule shall be permitted only if the greater dimensions are necessary for safe use, to improve
public access, or to support a water dependent use that cannot otherwise occur. Size restrictions
do not apply to marinas.
Consistent: The proposed development is consistent with the intent of this rule.
Subparagraph (6)(C) states that piers and docking facilities over coastal wetlands shall be no
wider than six feet and shall be elevated at least three feet above any coastal wetland substrate as
measured from the bottom of the decking.
Consistent: The proposed development is consistent with the intent of this rule. RECEIVED
Subparagraph (6)(E) states that the total area enclosed by an individual boat lift shQ not exceed
400 square feet except to accommodate a documented need for a larger boat lift. J V N 2 B 2013
Consistent: The proposed development is consistent with the intent of this rnldDCM-MNDOTTy.

Doug Hugget, Major Permit Coordinator
John J. Miley Major Permit Recommendations
June 21, 2013
Page 5
Subparagraph (6)(F) states that piers and docking facilities shall be single story. They may be
roofed but shall not be designed to allow second story use.
Consistent: The proposed development is consistent with the intent of this rule.
Subparagraph (6)(G) states that pier and docking facility length shall be limited by:
(i) not extending beyond the established pier or docking facility length along the same shoreline
for similar use; (This restriction does not apply to piers 100 feet or less in length unless
necessary to avoid unreasonable interference with navigation or other uses of the waters by the
public);
Consistent: The proposed development is consistent with the intent of this rule.
(ii) not extending into the channel portion of the water body;
Consistent: The proposed development is consistent with the intent of this rule.
(iii) not extending more than one-fourth the width of a natural water body, or human -made canal
or basin. Measurements to determine widths of the water body, canals or basins shall be made
from the waterward edge of any coastal wetland vegetation that borders the water body. The
one-fourth length limitation does not apply in areas where the U.S. Army Corps of Engineers, or
a local government in consultation with the Corps of Engineers, has established an official
pier -head line. The one-fourth length limitation does not apply when the proposed pier is located
between longer piers or docking facilities within 200 feet of the applicant's property. However,
the proposed pier or docking facility shall not be longer than the pier head line established by the
adjacent piers or docking facilities, nor longer than one-third the width of the water body.
Consistent: The proposed development is consistent with the intent of this rule.
Subparagraph (6)(1) states that piers and docking facilities shall not interfere with the access to
any riparian property and shall have a minimum setback of 15 feet between any part of the pier
or docking facility and the adjacent property owner's areas of riparian access.
Consistent: The proposed development is consistent with the intent of this rule.
Paragrraph (7) Bulkheads
Subparagraph (7)(A) states, "Bulkhead alignment, for the purpose of shoreline stabilization, shall
approximate the location of normal high water or normal water level."
Inconsistent: The bulkhead alignment along the mouth of the cogal averages 4.9'
waterward of NWL.
JUN 2 6 2013
DCM-► HD C1TY

Doug Hugget, Major Permit Coordinator
John J. Miley Major Permit Recommendations
June 21, 2013
Page 6
Subparagraph (7)(B) states, `Bulkheads shall be constructed landward of coastal wetlands in
order to avoid significant adverse impacts to the resources."
Potentially Consistent: The proposed bulkhead alignments are waterward of a combined
amount of —72 sf of Coastal Wetlands which may not be considered `significant'.
Subparagraph (7)(C) states, 'Bulkhead backfill material shall be obtained from an upland source
approved by the Division of Coastal Management pursuant to this Section, or if the bulkhead is a
part of a permitted project involving excavation from a non -upland source, the material so
obtained may be contained behind the bulkhead."
Consistent: The applicant's have indicated that clean fill will be used.
Subparagraph (7)(D) states, `Bulkheads shall be permitted below normal high water or normal
water level only when the following standards are met:
(i) the property to be bulkheaded has an identifiable erosion problem, whether it results from
natural causes or adjacent bulkheads, or it has unusual geographic or geologic features, e.g. steep
grade bank, which will cause the applicant unreasonable hardship under the other provisions of
this Rule;
Consistent: The applicant's property does have an identifiable erosion problem. A t1.5'
erosion escarpment exists along the shoreline.
(ii) the bulkhead alignment extends no further below normal high water or normal water level
than necessary to allow recovery of the area eroded in the year prior to the date of application, to
align with adjacent bulkheads, or to mitigate the unreasonable hardship resulting from the
unusual geographic or geologic features;
Potentially Consistent: The bulkhead alignment located at the mouth of the canal and
Capsies Creek appears to go beyond the area eroded within the year prior to the
application; however the shoreline is irregularly shaped, receives boat traffic wake from
the canal, has a large fetch to the northeast and the alignment has been designed in
conjunction with a breakwater section along the canal shoreline.
(iii) the bulkhead alignment will not adversely impact public trust rights or the property of
adjacent riparian owners;
Consistent: The proposed development is consistent with the intent of this rule.
(iv) the need for a bulkhead below normal high water or normal water level is documented
by the Division of Coastal Management; PXCEn'ED
Consistent: The proposed development is documented in a Field Investigation Report.
lull 2 6 2013
(v) the property to be bulkheaded is in a nonoceanfront area.
Daf.mm CITY

Doug Hugget, Major Permit Coordinator
John J. Miley Major Permit Recommendations
June 21, 2013
Page 7
Consistent: The proposed development is consistent with the intent of this rule.
Paragraph Q 1) Filling of Canals, Basins and Ditches
Paragraph (A) states "The area to be filled was not created by excavating lands which were
below the normal high water or normal water level."
Consistent: The proposed development is consistent with the intent of this rule.
Paragraph (B) states "If the area was created from wetlands, the elevation of the proposed filling
does not exceed the elevation of said wetlands so that wetland function will be restored."
Consistent: The proposed development is consistent with the intent of this rule.
Paragraph (C) states "The filling will not adversely impact any designated primary nursery area,
shellfish bed, submerged aquatic vegetation as defined by the MFC, coastal wetlands, public
trust right or public trust usage."
Consistent: The proposed development is consistent with the intent of this rule.
Paragraph (D) states "The filling will not adversely affect the value and enjoyment of property of
any riparian owner."
RECENED
Consistent: The proposed development is consistent with the intent of this rule.
JUN 2 6 2013
15A NCAC 07K 0209 Coastal Shorelines
(c) Management Objective. The management objective is to ensure that shoreline developmenT
is compatible with the dynamic nature of coastal shorelines as well as the values and the
management objectives of the estuarine and ocean system. Other objectives are to conserve and
manage the important natural features of the estuarine and ocean system so as to safeguard and
perpetuate their biological, social, aesthetic, and economic values; to coordinate and establish a
management system capable of conserving and utilizing these shorelines so as to maximize their
benefits to the estuarine and ocean system and the people of North Carolina.
Consistent: The proposed development is consistent with the intent of this rule.
(d) Use Standards. Acceptable uses shall be those consistent with the management objectives in
Paragraph (c) of this Rule. These uses shall be limited to those types of development activities
that will not be detrimental to the public trust rights and the biological and physical functions of
the estuarine and ocean system. Every effort shall be made by the permit applicant to avoid,
mitigate or reduce adverse impacts of development to estuarine and coastal systems through the
planning and design of the development project. In every instance, the particular location, use,
and design characteristics shall comply with the general use and specific use standards for
coastal shorelines, and where applicable, the general use and specific use standards for coastal
wetlands, estuarine waters, and public trust areas described in Rule .0208 of this Section.
Development shall be compatible with the following standards:

Doug Hugget, Major Permit Coordinator
John J. Miley Major Permit Recommendations
June 21, 2013
Page 8
(1) All development projects, proposals, and designs shall preserve and not weaken or eliminate
natural barriers to erosion including peat marshland, resistant clay shorelines, and cypress -gum
protective fringe areas adjacent to vulnerable shorelines.
Consistent: The proposed development is consistent with the intent of this rule.
(2) All development projects, proposals, and designs shall limit the construction of impervious
surfaces and areas not allowing natural drainage to only so much as is necessary to adequately
service the major purpose or use for which the lot is to be developed. Impervious surfaces shall
not exceed 30 percent of the AEC area of the lot, unless the applicant can effectively
demonstrate, through innovative design, that the protection provided by the design would be
equal to or exceed the protection by the 30 percent limitation. Redevelopment of areas '
exceeding the 30 percent impervious surface limitation may be permitted if impervious areas are
not increased and the applicant designs the project to comply with the intent of the rule to the
maximum extent feasible.
Consistent: The proposed development is consistent with the intent of this rule.
(3) All development projects, proposals, and designs shall comply with the following mandatory
standards of the North Carolina Sedimentation Pollution Control Act of 1973:
(A) All development projects, proposals, and designs shall provide for a buffer zone along the
margin of the estuarine water which is sufficient to confine visible siltation within 25 percent of
the buffer zone nearest the land disturbing development.
Consistent: The proposed development is consistent with the intent of this rule.
(B) No development project proposal or design shall permit an angle for graded slopes or fill
which is greater than an angle which can be retained by vegetative cover or other erosion -control
devices or structures.
Consistent: The proposed development is consistent with the intent of'this rule. ' -
(C) All development projects, proposals, and designs which involve uncovering more than o
acre of land shall plant a ground cover sufficient to restrain erosion within 30 working days o
completion of the grading; provided that this shall not apply to clearing land for the purpose of
forming a reservoir later to be inundated.
Consistent: The proposed development is consistent with the intent of this rule.
(4) Development shall not have a significant adverse impact on estuarine and ocean resources.
Significant adverse impacts include development that would directly or indirectly impair water
quality standards, increase shoreline erosion, alter coastal wetlands or Submerged Aquatic
Vegetation (SAV), deposit spoils waterward of normal water level or normal high water, or
cause degradation of shellfish beds.
Consistent: The proposed development is consistent with the intent of this rule.

Doug Hugget, Major Permit Coordinator
John J. Miley Major Permit Recommendations
June 21, 2013
Page 9
(5) Development shall not interfere with existing public rights of access to, or use of, navigable
waters or public resources.
Consistent: The proposed development is consistent with the intent of this rule.
(7) Development shall not cause irreversible damage to valuable, historic architectural or
archaeological resources as documented by the local historic commission or the North Carolina
Department of Cultural Resources.
Consistent: The proposed development is consistent with the intent of this rule.
(8) Established common-law and statutory public rights of access to the public trust lands and
waters in estuarine areas shall not be eliminated or restricted. Development shall not encroach
upon public accessways nor shall it limit the intended use of the accessways.
Consistent: The proposed development is consistent with the intent of this rule.
(10) Within the Coastal Shorelines category (estuarine and public trust shoreline AECs), new
development shall be located a distance of 30 feet landward of the normal water level or normal
high water level, with the exception of the following:
(A) Water -dependent uses as described in Rule 07H .0208(a)(1) of this Section;
Consistent: The proposed development is consistent with the intent of this rule.
15A NCAC 07H.0601 No Violation ofAnp Rule
No development shall be allowed in any AEC which would result in a contravention or violation
of any rules, regulations, or laws of the State of North Carolina or of local government in which
the development takes place. RECWW
Consistent: The proposed development is consistent with the intent of this rule.
JUN 2 ti 2013
15A NCAC 07H.0602 Pollution of Waters
No development shall be allowed in any AEC which would have a substantial likelihood of
causing pollution of the waters of the state in which shellfishing is an existing use to the extent
that such waters would be officially closed to the taking of shellfish. This rule shall also apply to
development adjacent to or within closed shellfish waters when a use attainability study of those
waters documents the presence of a significant shellfish resource in an area that could be
expected to be opened for shellfishing given reasonable efforts to control the existing sources of
pollution.
Consistent: The proposed development is consistent with the intent of this rule.

Doug Hugget, Major Permit Coordinator
John J. Miley Major Permit Recommendations
June 21, 2013
Page 10
15A NCAC 07H.2105 — General Permit Specii:c Conditions For the Construction of Sheetnile
Sills For Shoreline Protection In Estuarine And Public Trust Waters And Ocean Hazard Areas
Paragraph (a) states "The sill shall be positioned no more than 20 feet waterward of the normal
high water or normal water level or 20 feet waterward of the waterward edge of existing
wetlands at any point along its alignment. For narrow waterbodies (canals, creeks, etc.) the sill
alignment shall not be positioned offshore more than one sixth (1/6) the width of the waterbody."
Consistent: The proposed development is consistent with the intent of this rule.
Paragraph (b) states "Sills authorized under this General Permit shall be allowed only in waters
that average less than three'feet in depth along the proposed alignment as measured from the
normal high water or normal water level."
Consistent: The proposed development is consistent with the intent of this rule.
Paragraph (c) states "Where the Division of Coastal Management staff determine that
insufficient wetland habitat exists along the permittee's shoreline to provide adequate shoreline
stabilization, the permitee shall be required to plant appropriate wetland species landward of the
sill structure as directed by the Division of Coastal Management staff."
Consistent: The proposed development is consistent with the intent of this rule.
Paragraph (d) states "Construction authorized by this general permit shall be limited to a
maximum length of 500 feet."
Consistent: The proposed development is consistent with the intent of this rule.
Paragraph (e) states "The sill shall be constructed with an equal gap between each sheathing
board totaling at least one inch of open area every linear foot of sill. The sill shall have at least
one five-foot_opening at every 100 feet. The sill sections shall be staggered and overlap as long
as the five-foot separation between sections is maintained: Overlapping sections shall not -
overlap more than 10 feet."
Consistent: The proposed development is consistent with the intent of this rule. o XP
Paragraph (f) states "The height of the sill shall not exceed six inches above normal hi watef
or the normal water level."
Inconsistent: The height of the proposed sill is 2' above NWL.
Paragraph (g) states "Offshore sill sections shall be set back 15 feet from the riparian access
dividing line. The line of division of riparian access shall be established by drawing a line along
the channel or deep water in front of the property, then drawing a line perpendicular to the line of
the channel so that it intersects with the shore at the point the upland property line meets the
water's edge. The set back may be waived by written agreement of the adjacent riparian
owner(s) or when the two adjoining riparian owners are co -applicants. Should the adjacent

Doug Hugget, Major Permit Coordinator
John J. Miley Major Permit Recommendations
June 21, 2013
Page I I
property. be sold before construction of the sill begins, the applicant shall obtain a written
agreement with the new owner waiving the minimum setback and submit it to the Division of
Coastal Management prior to initiating any construction of the sill.
Consistent: The proposed development is consistent with the intent of this rule.
Paragraph (h) states "Sills shall be marked at 50-foot intervals with yellow reflectors extending
at least three feet above mean high water."
Consistent: Subject to permit conditions.
Paragraph (i) states "No backfill of the sill or any other fill of wetlands, estuarine waters, public
trust areas, or highground is authorized by this general permit."
Consistent: The proposed development is consistent with the intent of this rule.
Paragraph 0) states "No excavation of the shallow water bottom, any wetlands, or high ground is
authorized by this general permit."
Consistent: The proposed development is consistent with the intent of this rule.
Paragraph (k) states "The sill shall be constructed of vinyl or steel sheet pile, formed concrete,
timber, or other suitable equivalent materials approved by the Division of Coastal Management."
Consistent: The proposed development is consistent with the intent of this rule.
Paragraph (1) states "Perpendicular sections, return walls, or sections that would enclose
estuarine waters or public trust areas shall not be allowed under this permit."
Potentially inconsistent: The proposed sill alignment is from bulkhead to bulkhead
enclosing an area of estuarine waters and the public trust area; however, the area enclosed
is shallow in nature and vegetated with wetland plant species.
Paragraph (m) states "The permitee will maintain the sill in good condition and in conformance
with the terms and conditions of this permit or the remaining sill structure shalURMved
within 90 days of notification from the Division of Coastal Management."
Consistent: Subject to permit conditions. JUN 2 6 2013
DCM-MAD CITY
Based on my review of the applicable subsections of the North Carolina Administrative Code,
the permit application and plans, I recommend a Major Permit be issued to John J. Miley. I also
recommend that the following specific conditions be added to the permit:
(1) A pre -construction meeting is required before any development occurs.
(2) The permitee stakes the permitted bulkhead and sill alignments for DCM approval.

REaMED
JUN 2 6 2013
DCM-MAD MY

AWA PC-
J�CD At
North Carolina Department of Environment and Natural Resources
Division of Coastal Management
Pat McCrory Braxton C. Davis John E. Skvarla, III
Governor Director Secretary
June 4, 2013
MEMORANDUM
TO:
FROM:
SUBJECT:
Applicant:
Project Location:
Proposed Project:
Ken Pace
NC DOT. State Construction/Materials Branch
Doug Huggett
Major Permits Processing Coordinator
CAMA/DREDGE & FILL Permit Application Review J U N 2 6 2013
John Miley DC&f_MHDOpprp
153 & 155 Williams Drive, Bertha L. Williams S/D, Knotts Island
Bulkhead, breakwater, single-family dwelling, docking facility, till
Please indicate below your agency's position or viewpoint on the proposed project and return this
form by 06/25/13 to 400 Commerce Avenue, Morehead City, NC 28557. If you have any
questions regarding the proposed project, please contact Ron Renaldi at [phone]. When
appropriate, in-depth comments with supporting data are requested.
REPLY: '7l— This office has no objection to the project as proposed.
This office has no comment on the proposed project.
This office approves of the project only if the recommended changes are
incorporated. See attached.
This office objects to the project for reasons described in the attached
commends.
SIGNED DATE
1367 US 17 South. Elizabeth City, NC 27909
Phone: [phone] \ FAX: [phone] ; Internet: www.nocoastaimanagament.net
An Equal Opportunity \ AtfirmativeAction Employer
E0/£0 39Vd 100011 6£L7TEEZSZ Z4:60 ETOZ/bZ/90

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�'�Y� � 'G.. .: JUN''Y 3 2013
NCDENR
yror
th CaroI a;Department d Environment and Natural Resourc s;,�r ,r
Division of Coastal Management !
Pat Biaxtvn G.paws_-.._ John E Skvatia„III
GoveinoC Director <Secretary,
Iune 4, 2QO
MEMORANDUM - 6/MM
l
TO Renee Gledhill Early ^
NC°Department ktC lturatResotirces.
FROM Doug'Huggett
Mayor,Permits`Piocessing poordinator..-
i� G
StamCT: CAMAlDREDGE_&FILL'PerinitApplication;Review
_ -YA
Applicant; John Miley
_ Protect Location + 153 & 155 Wtlliarns Dnve; Bertha L• . WilliamscS/D, Knotts.Island:
Proposed Project Bulkhead, breakwater, single-family-dweWng, docktngfacihty;;fill;,
REPLY: This office has no objeetiomto the project as proposed.
ThtS,,off ce has no,commont:on tlie,_pzopo�ed projecti
Thin offi6e,appfoves4f tlre_project only if.the recommended:ohanges are
t ;aneorporated :See:attaehedi,.,
t
=This -office ob'ecfs J hed;=ro
E _ -.`continents:
73
1367US1nSoylhEf¢abeUtCO,NC2791)9i
P6one 252 264s3°Ot;1 FAX [phone]'- Internet>vnyw.ncaastalmanagementnet
JUM 1 4.20,i3
An u EqalOppirtuNlylAffirmaWeAcbdnEtopioyer• —_ 3___ _ .

North Carolina
Pat McCrory
Governor
June 4, 2013
MEMORANDUM
TO:
FROM:
SUBJECT:
Applicant:
Project Location:
Proposed Project:
w=
NCDENR
Department of Environment and Natural
Division of Coastal Management
Braxton C. Davis
Director
Charlan Owens, District Planner
Division of Coastal Management
Doug Huggett
Major Permits Processing Coordinator
Resources
CAMA/DREDGE & FILL Permit Application Review
John Miley
John E. Skvarla, III
Secretary
.,e RBCam
JUN 14 2013
DCMMHDC17p
153 & 155 Williams Drive, Bertha L. Williams S/D, Knotts Island
Bulkhead, breakwater, single-family dwelling, docking facility, fill
Please indicate below your agency's position or viewpoint on the proposed project and return this
form by 06/25/13 to 400 Commerce Avenue, Morehead City, NC 28557. If you have any
questions regarding the proposed project, please contact Ron Renaldi at [phone]. When
appropriate, in-depth comments with supporting data are requested.
REPLY: This office has no objection to the project as proposed.
This office has no comment on the proposed project.
This office approves of the project only if the recommended changes are
incorporated. See attached.
This office objects t roject for reasons described in the attached
comments.
X sty
SIGNED DATE
1367 US 17 South, Elizabeth City, NC 27909
Phone: [phone] FAX: [phone] ; Internet: www.nocoastalmanagement.net
An Equal opportunity 1 Affirmative Action Employer

i
i
S
j
7

Q�� r
NCDENR
North Carolina Department of Environment and Natural Resources
Division of Coastal Management
Pat McCrory Braxton C. Davis John E. Skvarla, III
Govemor Director Secretary
MEMORANDUM
TO: Doug Huggett, Mr Permit Coordinator
FROM: Charlan Owen&ICP, NE DCM District Planner
SUBJECT: Major Permit Request by John J. Miley to install two (2) sections of bulkhead
totaling 151 linear feet, an 84 foot long breakwater, and a docking facility
consisting of a 6 foot wide by 42 foot long pier with a 20 foot square terminus
platform and two (2) tie -pilings creating two (2) 12 foot by 20 foot boat slips,
with one (1) slip to include a boat lift, and fill a manmade basin along Capsies
Creek and a connecting manmade canal, and; construct a single-family house
with associated driveway and innovative wastewater treatment system; on the
property at 153 and 155 Williams Drive, in the community of Knotts Island,
Currituck County.
Date: June 11, 2013
Consistency Determination: The request is consistent with/not in conflict with the Currituck
County 2006 Core Land Use Plan (LUP) certified by the CRC
on May 18, 2007 as amended through June 24, 2009.
Overview: The project site consists of two (2) adjoining lots totaling .54 acre with
approximately 325 linear feet of shoreline along Capsies Creek and a manmade canal with a
manmade basin connecting to the creek. The manmade basin is 45 feet by 32 feet and has
an average water depth of -2 feet. The width of Capsies Creek is 1,100 feet at the project
site. The canal width at the site is 50 feet. Water depths at the project site range from .5 feet
to 3 feet below Normal Water Level (NWL). Site elevations range from 1 to 3 feet above
NWL. Upland areas are vegetated with yard grasses and a loblolly pine. Approximately 3,905
sq. ft. of Section 404 Wetlands and 4,150 sq. ft. of Coastal Wetlands Area of Environmental
Concern (AEC) are located on the site and in isolated patches along the shoreline. The
property is within Floodzone AE.
Existing site improvements consist of light and utility poles and two (2) concrete septic tanks.
The property previously included mobile homes on each lot, but has been vacant for several
years. Existing shoreline improvements consist of 45 linear feet of cinderblock riprap
extending along the canal from the western property line to the basin. Remaining natural
shoreline has an erosion escarpment at NWL that ranges from 1 to 1.5 feet in height above
NWL.
RECEIVED
1367 US 17 South, Elizabeth City, NC 27909
Phone: [phone] FAX: [phone];Internet: www.nccoastaimanagement.net JUN 14 2013
An Equal Opportunity 1 Affirmative Action Employer DCM-MHDCITy

North Carolina Department of Environment and Natural Resources
Division of Coastal Management
MEMORANDUM
Page 2 of 6
Installation of two (2) sections of bulkhead totaling 151 linear feet, an 84 foot long breakwater,
and a docking facility consisting of a 6 foot wide by 42 foot long pier with a 20 foot square
terminus platform and two (2) tie -pilings creating two (2) 12 foot by 20 foot boat slips, with one
(1) slip to include a boat lift; filling of the manmade basin, and; construction of a single-family
house with associated driveway and innovative wastewater treatment system are proposed.
Sixty-eight (68) linear feet of bulkhead will be located across the mouth of the manmade basin
to be filled. The bulkhead alignment will average 26 feet waterward of NWL with a maximum
distance of 47 feet. The remaining 83 linear feet of bulkhead will be installed at the mouth of
the canal with an average alignment of 4.9 feet waterward of NWL and a maximum distance
of 8 feet. The breakwater will be located between the two (2) sections of bulkhead with an
average alignment of 5.7 feet waterward of NWL and a maximum distance of 10 feet. The
breakwater will be designed to have an elevation of 2 feet above NWL with 2 inch by 3 foot
long slots cut into the front of each flange. Water depths within the boat slips range from -2 to
-3 feet below NWL. The single-family house will have a 2,000 sq. ft. building footprint and be
set back 35.8 feet from NWL. The wastewater system will be set back 35.5 feet from NWL.
The waters of Capsies Creek are classified as SC and are closed to shellfish taking.
Submerged Aquatic Vegetation (SAV) is present within the waters adjacent to the subject
property.
A review of archaeological sites on this property or nearby was not provided.
Anticipated impacts: resulting from this project are expected to include: the filling of 1,840 sq.
ft. of Public Trust Area/Estuarine Waters Areas of Environmental Concern (AECs), 3,904 sq.
ft. of Section 404 Wetlands, and 72 sq. ft. of Coastal Wetlands AEC; the disturbance of 10,773
sq. ft. of Estuarine Shoreline AEC and 4,473 sq. ft of Uplands outside of the Estuarine
Shoreline AEC, and; the shading of 652 sq. ft. of Public Trust Area/Estuarine Waters AECs.
Basis for Determination:
The site is designated as "Limited Service Areas" on the Currituck County Future Land Use
Map (FLUM); with Areas of Environmental Concern (AECs) also designated as "Conservation
Areas" as indicated on Page 11-1.
As indicated on Page 11-2, the purpose of the Limited Service designation is to provide for
primarily residential development at low densities. It is recognized that soil limitations, flood
prone areas, and a lack of infrastructure and services may prevent these areas from ever
reaching an urban level of development. Base development density should be 1 unit per acre
but could be increased to 1.5 units per acre through overlay zoning depending upon whether
service facilities are in place or planned.
The policy emphasis for Knotts Island is indicated on Page 11-11. Developable areas are to
remain as low to very low density residential, at predominately 1 unit per 3 acres.
Residences will continue to rely upon individual wells and septic systems for their water
supply and sewage treatment needs.
RECEIVED
1367 US 17 South, Elizabeth City, NC 27909
Phone: [phone]FAX: 252-264J723;Internet: www.necoastaimanagement.net JUN 14 2013
An Equal Opportunity 1 Affirmative Action Employer
flCM MHDCITY

North Carolina Department of Environment and Natural Resources
Division of Coastal Management
MEMORANDUM
Page 3 of 6
In this case, the two (2) existing platted lots, created in the 1960's, do not meet the
predominate development density within the Knotts Island subarea of 1 unit per 3 acres. The
two lots are being redeveloped for a single residential unit. Water and sewer needs will be
met on site.
As indicated on Page 11-1, the purpose of the Conservation designation is to provide for the
long-term management and protection of significant, limited, or irreplaceable areas. Proper
management is needed to conserve the natural, cultural, recreational, scenic or biologically
productive values of these areas. The designation is applied to areas that should not be
developed at all (preserved), or if developed, done so in a very limited manner characterized
by careful planning and cautious attention to the conservation of environmental features. As
indicated on Page 11-2, the standards of the Conservation class shall be applied in
accordance with the site specific information made available during special studies and/or the
land development process.
Definitions of key words are provided on page 9-2. These words include "Encourage: to favor
or foster", "Should: Ought to, if no valid reason not to", and "Support: to shore up, may imply
financial support".
The following LUP policies may be applicable to this request:
Public Access Policies (PA):
Policy PA1, Page 9-3.
"Public access to the sound and ocean waters of Currituck County is essential to
the quality of life of residents and visitors, as well as the economy of the area.
The County supports the establishment of ADDITIONAL PUBLIC AND PRIVATE
ACCESS opportunities to the waters of Currituck County...."
Land Use Compatibility:
Policy ES1, Page 9-5.
"New development shall be permitted to locate only in areas with SUITABLE
SOIL and where ADEQUATE INFRASTRUCTURE is available. For existing
development located on poor soils, and where sewage treatment upgrades are
necessary, engineering solutions may be supported, provided that environmental
concerns are fully addressed."
Policy ES2, Page 9-5.
"NON -COASTAL WETLANDS, including FRESHWATER SWAMPS, AND
INLAND, NON -TIDAL WETLANDS, shall be conserved for the important role
they play in absorbing floodwaters, filtering pollutants from stormwater runoff, itE=ED
1367 US 17 South, Elizabeth City, NC 27909 JUN 14 2013
Phone: [phone] FAX: [phone] ; Internet: www.n=astalmanagement.nef
An Equal Opportunity 1 Affirmative Action Employer
DCM-bIHBCffY

North Carolina Department of Environment and Natural Resources
Division of Coastal Management
MEMORANDUM
Page 4 of 6
recharging the ground water table, and providing critical habitat for many plant
and animal species. Currituck County supports the efforts of the U.S. Army Corps
of Engineers in protecting such wetlands through the Section 4042 permit
program of the Clean Water Act, as well as Section 4013 water quality
certifications by the State of North Carolina."
Policy ES3, Page 9-5.
"COASTAL WETLANDS shall be conserved for the valuable functions they
perform in protecting water quality and in providing critical habitat for the
propagation and survival of important plant and animal species. CAMA use
standards and policies for coastal wetlands shall be supported. Uses approved
for location in a coastal wetland must be water dependent (i.e. utility easements,
bridges, docks and piers) and be developed so as to minimize adverse impacts."
Policy ES4, Pages 9-5 and 9-6.
"In approving new developments, Currituck County shall support the retention or
creation of vegetated buffer area along the ESTUARINE SHORELINES as a
simple, effective and low-cost means of preventing pollutants from entering
estuarine waters. Exceptions to this requirement may include developments
involving pre-existing man-made features such as hardened shorelines, ditches,
and canals... The County also supports CAMA use standards for all COASTAL
SHORELINES, whether estuarine or otherwise."
Policy ES5, Page 9-6.
"Uses allowed in ESTUARINE WATERS must be water dependant (public
access, docks, piers, erosion control, and other LAMA -approved uses) and must
not interfere with the proper function, cleanliness, salinity, and circulation of the
resource..."
Policy ES6, Page 9-6.
"The location and design of piers and docks shall not unduly interfere with the
rights of the public to the free and unobstructed use of PUBLIC TRUST WATERS
for navigation, fishing, and other uses. Efforts to limit the length of piers into
public trust waters shall be supported."
1367 US 17 South, Elizabeth City, NC 27909
Phone: [phone] FAX: [phone] ; Internet: www.n000astalmanagement.net
JUN 14 2013
An Equal Opportunity 1 Affirmative Action Employer DCM-MADCITY

North Carolina Department of Environment and Natural Resources MEMORANDUM
Division of Coastal Management Page 5 of 6
Policy HN8, Page 9-8.
"To protect the County's tax base and to ensure the long-term viability of the
County's neighborhoods and housing stock, the County will continue to enforce
appropriate CONSTRUCTION AND SITE DEVELOPMENT STANDARDS for
residential developments. Such standards may include, for example, that all
homes have a permanent masonry foundation (except where flood levels require
elevation) and a pitched roof and overhang, and that local roads must be built to
meet NCDOT acceptance standards."
Infrastructure Carrying Capacity:
Policy WS6, Page 9-13.
"Currituck County endorses the proper use and maintenance of APPROVED
SEPTIC SYSTEMS in suitable soils as an environmentally acceptable means of
treating and dispersing waste from low -density development."
Natural Hazard Areas:
Policy NH1, Page 9-16.
"The County recognizes the risks to life and property that exist within SPECIAL
FLOOD HAZARD AREAS (i.e. areas having a 1 % chance of flooding in any year)
that may be inundated during major storm events. The County will continue
taking measures to mitigate these risks and will avoid taking any action in these
areas that materially increases risks to life and property."
Policy NH2, Page 9-16.
"The County shall require development and redevelopment within SPECIAL
FLOOD HAZARD AREAS to meet the standards of the National Flood Insurance
Program and the County's Flood Damage Prevention Ordinance..."
Policy NH8, Pages 9-16 and 9-17.
"Currituck County encourages owners of PROPERTIES ALONG ESTUARINE
SHORELINES to employ the least hardened approach to shoreline stabilization
(i.e. marsh grass favored over riprap favored over bulkheading, etc.), provided
that reasonable access is available to install the technology available." RECEIVER
1367 US 17 South, Elizabeth City, NC 27909 JUN 14 W3
Phone: [phone] FAX: [phone] ; Internet: www.nccoastalmanagement.net
An Equal Opportunity l Affirmative Action Employer DCM-MHD C17Z'

North Carolina Department of Environment and Natural Resources MEMORANDUM
Division of Coastal Management Page 6 of 6
Water Quality:
Policy WQ3, Page 9-17.
"Currituck County supports policies, plans and actions that help protect the water
quality of the county's estuarine system by preventing SOIL EROSION AND
SEDIMENTATION, and by controlling the quantity and quality of STORMWATER
RUNOFF entering the estuary."
Policy W04, Page 9-17.
"RUNOFF AND DRAINAGE from development, forestry and agricultural activities
shall be of a quality and quantity as near to natural conditions as possible. Post -
development runoff shall not exceed pre -development volumes."
Policy WQ6, Page 9-17.
"Currituck County supports the retention or preservation of VEGETATED
BUFFERS along the edge of drainage ways, streams and other components of
the estuarine system as an effective, low cost means of protecting water quality."
Local Countywide Concerns:
Policy HP4, Page 9-20.
"The DESTRUCTION OF SIGNIFICANT ARCHITECTURAL, HISTORIC AND
ARCHAEOLOGICAL RESOURCES in the planning area shall be discouraged."
RECEIVED
JUN 14 2013
1367 US 17 South, Elizabeth City, NC 27909
Phone: [phone] \ FAX: [phone] ; Internet: www.naroastalmanagement.net DCM-MHDCTPY
An Equal Opportunity \ Affirmative Action Employer

©�)h V6_
NCDENR
North Carolina Department of Environment and Natural Resources
Division of Coastal Management
Pat McCrory
Governor
June 4, 2013
MEMORANDUM
TO:
SUBJECT:
Applicant:
Project Location:
Proposed Project:
Braxton C. Davis
Director
Tim Walton ger
State Property ffice
John E. Skvarla, III
Secretary
;. R1;CEi'Jr"D a
�. JUN 17 20 3 ffCEIVED
JUN 07 2013
DCM-V1MCrTy DOA
STATE PROPERTY
OFFICE
Doug Huggett
Major Permits Processing Coordinator
CAMA/DREDGE & FILL Permit Application Review
John Miley
153 & 155 Williams Drive, Bertha L. Williams S/D, Knotts Island
Bulkhead, breakwater, single-family dwelling, docking facility, fill
Please indicate below your agency's position or viewpoint on the proposed project and return this
form by 06/25/13 to 400 Commerce Avenue, Morehead City, NC 28557. If you have any
questions regarding the proposed project, please contact Ron Renaldi at [phone]. When
appropriate, in-depth comments with supporting data are requested.
REPLY: ✓ This office has no objection to the project as proposed.
This office has no comment on the proposed project.
This office approves of the project only if the recommended changes are
incorporated. See attached.
This office objects to the project for reasons described in the attached
comments.
SIGTED z?4�� DATE 1k '06 -13
1367 US 17 South, Elizabeth City, NC 27909
Phone: [phone] FAX: [phone] ; Internet: www.ncooastaimanagement.net
An Equal Opportunity 1 Affirmative Action Employer

T
J

RECEWED
e JUN 11 2013
NCDENR
North Carolina Department of Environment and Natural Resourom-mRDcrrY
Division of Coastal Management
Pat McCrory Braxton C. Davis ��? John E. Skvarla, III
Governor Director Illl la r nn � _ retary
� LI �uN r o 2ot3 l
June 4, 2013 S�ellrisn Sanir
K'arer ^er,c. c �=-.ear;onal
MEMORANDUM
TO: Patti Fowler, Shellfish Sanitation
DIVISION OF MARINE FISHERIES
FROM: Doug Huggett
Major Permits Processing Coordinator
SUBJECT: CAMA/DREDGE & FILL Permit Application Review
Applicant: John Miley
Project Location: 153 & 155 Williams Drive, Bertha L. Williams S/D, Knotts Island
Proposed Project: Bulkhead, breakwater, single-family dwelling, docking facility, fill
Please indicate below your agency's position or viewpoint on the proposed project and return this
form by 06/25/13 to 400 Commerce Avenue, Morehead City, NC 28557. If you have any
questions regarding the proposed project, please contact Ron Renaidi at [phone]. When
appropriate, in-depth comments with supporting data are requested.
REPLY: This office has no objection to the project as proposed.
XThis office has no comment on the proposed project.
This office approves of the project only if the recommended changes are
incorporated. See attached.
This office objects to the project for reasons described in the attached
comments.
SIGNED W—, Q dal f� DATE
1367 US 17 South, Elizabeth City, NC 27909
Phone: [phone] FAX: [phone] ; Internet: www.nccoastaimanagement.net
W0/13
An Equal Opportunity 1 Affirmative Action Employer

_ Cr_�y
f1�1® �R
North Carolina'Department of Environment and Natural Resources
Division of Coastal Management
Pat McCrory Braxton C. Davis John E. Skvarla, III
Governor Director' Secretary
June 4, 2013 DUA:* I'S- L O(p
MEMORANDUM R E I V PER D
TO: Anthony Scarbraugh, 401/Wetlands/Buffers
Division of Water Quality - WaRO JUN - 7 2013
FROM:, Doug Huggett
'Major Permits Processing Coordinator l¢ 4/ �WARO
SUBJECT: CAMA/DREDGE & FILL Permit Application Review
Applicant: John Miley
Project Location: 153 & 155 Williams Drive, Bertha L. Williams S/D, Kiiotts Island CaCP; Oe,G co.
Proposed Project: Bulkhead, breakwater, single-family dwelling, docking facility, fill
Please indicate below your agency's position or viewpoint on the proposed; project and return this
form by 06/25/13 to 400 Commerce Avenue, Morehead City, NC 28557. If you have any
questions regarding the proposed project, please contact Ron-Renaldi 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.
SIGNE DATE rP
r-
1367 US 17 outh, E -abeth Ci , NC2 09
Phone: 252-2 _11FAX:25 ,264-37. ;:Internet: www.nccoastalmanagementnet
An Equal Opportunity l Affirmative Ad on Employer

�a
NCDENR
North Carolina Department of Environment and Natural Resources
Division of Coastal Management
Pat McCrory Braxton C. Davis
Governor Director
May 31, 2013
Mr. Warren Eadus
Quible & Associates, P.C.
P.O. Drawer 870
Kitty Hawk, NC 27949
Dear Mr. Eadus:
John E. Skvarla, III
Secretary
The NC Division of Coastal Management hereby acknowledges receipt of the
application submitted on behalf of John Miley for State approval for development of
property located within the Bertha Williams subdivision in Knotts Island, Currituck
County. It was received complete on May 22, 2013, and appears to be adequate for
processing at this time. The projected deadline for making a decision is August 5, 2013.
An additional 75-day review period is provided by law when such time is necessary to
complete the review. If you have not been notified of a final action by the initial deadline
stated above, you should consider the review period extended. Under those
circumstances, this letter will serve as your notice of an extended review. However, an
additional letter will be provided on or about the 75th day.
If this agency does not render a permit decision within 70 days from May 22, 2013, you
may request a meeting with the Director of the Division of Coastal Management and
permit staff to discuss the status of your project. Such a meeting will be held within five
working days from the receipt of your written request and shall include the property
owner, developer, and project designer/consultant.
NCGS 113A-119(b) requires that Notice of an application be posted at the location of
the proposed development. Enclosed you will find a "Notice of Permit Filing" postcard
which must be posted at the property of your proposed development. You should post
this notice at a conspicuous point along the property where it can be observed from a
public road. Some examples would be: Nailing the notice card to a telephone pole or
tree along the road right-of-way fronting the property, or at a point along the road right-
of-way where a private road would lead one into the property. Failure to post this notice
could result in an incomplete application.
RECEIVED
JUN 0 7 2013
1367 US 17 South, Elizabeth City, NC 27909
Phone: [phone] FAX: [phone] ; Internet: www.ncooastalmanagement.net
DCM-MUD CITY
An Equal Opportunity 1 Affirmative Action Employer

Mr. Warren Eadus
Quible & Associates, P.C.
May 31, 2013
Page 2
An onsite inspection will be made, and if additional information is required, you will be
contacted by the appropriate State or Federal agency. Please contact me if you have
any questions and notify me in writing if you wish to receive a copy of Ron Renaldi's
field report and/or comments from reviewing agencies.
Sincerely,
Q� ys
Frank Je ings
District Manager, Northeast District
FJ/yc
Enclosure
cc: Doug Huggett, Major Permits Coordinator, DCM, Morehead City, NC
Ron Renaldi, Field Representative, DCM, Elizabeth City, NC
John J. Miley, 744 Forest Mills Road, Chesapeake, VA
JUN 0 7 2013
DCm-:-ID ary

NOTI(04'$174A
CAMA PERMIT
APPLIED FOR
'OJCKI N F
Ns
ICAcic-iTy
COMMENTS ACCEPTED THROUGH _- o (a / Zy //3
APPLICANT:
Zly Ro44'D
C�Fs�FPEJ�KE�94 233 zL
C./C 1 3 L� %. A s_c is e-
WARREN EA3+o^r
.ZS 1-
6 O
FOR MORE DETAILS CONTACT
THE LOCAL PERMIT OFFICER BELOW:
�1 _5? &,N 2E4A4DI
PN aF C46$f4 t. rxA Ar.EI�I r
l3c.7 US f/wY t? s o�►T!{
ELt%.4dw'Y/ s•TY 140- 2-14CA
zs2- 2%vy- 3 7 o f- ec7-. i 3 z

w
NCDENR
North Carolina Department of Environment and Natural Resources
Division of Coastal Management
Pat McCrory Braxton C. Davis
Governor Director
EMAIL MEMORANDUM
TO: Susan Simpson
The Coastland Times
Manteo, NC 27954
[e-mail]
FROM: Yvonne Carver for Ron Renaldi
DATE: 05/31 /2013
SUBJECT: Public Notice: John Miley
John E. Skvarla, III
Secretary
Please publish the attached Notice in the Thursday, June 6, 2013 issue of The
Coastland Times.
The State Office of Budget and Management requires an original Affidavit of Publication
prior to payment for newspaper advertising. Please send the affidavit, an original
copy of the published notice, and an original invoice to Melissa Sebastian, NC
Division of Coastal Management, 400 Commerce Avenue, Morehead City, NC
28557,(Telephone [phone]).
Thank you for your assistance in this matter. If you should have any questions, please
contact me at our Elizabeth City office [phone].
Attachment
cc: Doug Huggett, Major Permits Coordinator, DCM, Morehead City
Michele Walker, PIC, DCM, Raleigh
Melissa Sebastian, Accounts Payable, DCM, Morehead City
File
1367 US 17 South: Elizabeth City, INC 27909
Phone: [phone] FAX: [phone]; Internet: www.nccoastalmanagement.net
An Equal opportunity 1 Affirmative Action Employer
RECEIVED
JUN 0 7 )013
DCV.M1iD CrrY

NOTICE OF FILING OF
APPLICATION FOR CAMA MAJOR
DEVELOPMENT PERMIT
NCDENR hereby gives public notice as required by NCGS 113A-119(b) that
application for a development permit in an AEC as designated under the CAMA was
received 05/22/13. John Miley proposes to construct bulkheading, breakwater, single-
family dwelling, & docking facility & fill a man-made basin at 153 & 155 Williams Drive in
Knotts Island, Currituck County.
A copy of the entire application may be reviewed at the office of the Division of
Coastal Management, located at 1367 US 17 South, Elizabeth City, NC, 252-264-3901
during normal business hours. Comments mailed to Braxton Davis, Director, DCM, 400
Commerce Avenue, Morehead City, NC 28557, prior to 06/26/13, will be considered in
making the permit decision. Later comments will be considered up to the time of permit
decision. Project modification may occur based on review & comment by the public,
state & federal agencies. Notice of the permit decision in this matter will be provided
upon written request.
PLEASE PUBLISH ON: Thursday, June 6, 2013
RECEIVED
JUN 0 7 2013

"`This is a word processing form to be completed in Microsoft Word —
NC Division of Coastal Management
Major Permit Application Computer Sheet
(11/012012)
Applicant. John J. Miley Date: 5232013
Project Site County Cumtuck
Staff. Ron Renaldi District: ®Elizabeth City ❑Washington
[]Morehead City ❑Wilmington
Project Name: Rover File:
Data of initial application submlltal (EX:11WW7)3/122013
Date application "received as complete' in the Field office (EX 1/&2007): W 2013
noon
JUIV V 1 w
SITE DESCRIPTION/PERMIT INFORMATION
PNA: []Yes ®No
Photos Taken: Yes® No❑
Setback Required (riparian): ❑ Yes ®No
Critical Habitat. Yes ®No ❑Not Sure
15 foot waiver obtained: ❑ Yes ®No
Hazard Notification Returned:
❑Yes ®No
SAV:®Yes ❑No ❑Not Sure
Shell Bottom: Yes ®No ❑Not Sure
Temporary Impacts: ®Yes ❑No
Sandbags: ❑Yes ®No ❑ Not Sure
Did the land use classification come from
county LUP. ®Yes ❑No
Mitigation Required (optional):
®Yes ❑No
Moratorium Conditions: ❑ Yes ®No
❑NA
Environmental Assessment Done:
❑Yes ®No ❑NA
SECONDARY WATER CLASSIFICATION — OPTIONAL (choose MAX of 4)
❑ Future Water Supply (FINS) ❑ Nutrient Sensitive Waters (NSW) ❑ Swamp Waters (SW
❑ High Quality Waters (HQW) ❑ Outstanding Resource Waters (ORW)
WETLANDS IMPACTED
(404) Corp. of Engineers (Jurisdictional
❑ (LS) Sea lavender (Limonium sp.)
❑ (SS) Glasswort ( Salicomia sp.)
wetlands)
❑ (CJ) Saw grass (Cladium jamaicense)
❑ (SA) Salt marsh cordgrass (Spartina
El (SY) Salt reed grass (Spartina
altemrflora)
cynosuroides)
❑ (DS) Salt or spike grass (Distichlis
❑ (SC) Bullrush or three square (Scirpus
❑ (TY) Cattail (Typha sp.)
spicata)
SO
® (JR) Black needlerush (Juncus
❑ (SP) SaWmeadow grass (Spartina
roemerianus)
patens)
APPLICATION FEE
❑ No fee required - $0.00
❑ III(A) Private w/ D&F up to 1 acre; 3490
® Ill(D) Priv. public or Comm w/D&F to 1
can be applied - $250
acre; 3490 cant be applied - $400
❑ Minor Modification to a CAMA Major
❑ Major Modification to a CAMA Major
❑ IV Any development involving D&F of
permit - $100
permit - $250
more than 1 acre - $475
❑ Permit Transfer- $100
❑ Ill(B) Public or commercial w/D&F to 1
❑ Express Permit - $2000
acre; 3490 can be applied - $400
❑ Major development extension request -
❑ It. Public or commerciaUno dredge
$100
and/or fill - $400
❑ 1. Private no dredge and/or fill - $250
❑ 111(C) Priv. public or comet w iD&F to 1
acre; 3490 can be applied; DCM needs
DWQ agreement - $400
252-808-2808 :: 1-888-4RCOAST :: www.nccoastalmanagemeM-net revised: Nov. 2012

NC Division of Coastal Mgt. Application Computer Sheet, Page 2 of 3)
Applicant: John J. Miley
Date: 5232013
Describe below the ACTIVITIES that have been applied for. All values should match the dimension order, and units of
measurement found in your Activities code sheet
TYPE
REPLACE
Activity Name
Number
Choose
Choose
Dimension 1
Dimension 2
Dimension 3
Dimension 4
One
One
Boatlift
1
New Work ®
Replace
20
12
Maint ❑
❑ Y ON
Boat slip
1
New Work
Replace
I
Maint ❑
❑ Y ON
Bulkhead (not
1
New Work N
Replace
68
1
2
26
NWL wood)
Maint ❑
❑ Y ON
Fill Basin
1
New Work M
Replace
46
32
2
Maint ❑
❑ Y ON
Bulkhead (not
1
New Work M
Replace
8-i
1
2
4.9
NWL wood)
Maint ❑
❑ Y ON
Fill (Shoreline
New Work
Replace
119
stabil. Below h2o
1
Maint ❑
❑ Y ON
level)
High ground
1
New Work ®
Replace
124
124
disturbance
Maint ❑
❑ Y ON
Pier "L" head
1
New Work
Replace
42
6
Maint ❑
❑ Y ® N
Platform
1
New Work
Replace
20
20
Maint ❑
❑ Y ON
Septic System
1
New Work 0
Replace
60
50
(w/drain field)
Maint ❑
[1Y ® N
Res. Bldg (single
1
New work
Replace
SO
40
family))
Maint ❑
❑ Y ON
Breakwater
1
New Work
Replace
84
1
Maint ❑
❑ Y ® N
New Work El
Replace
Maint ❑
❑ Y ❑ N
New Work
Replace
Maint ❑
❑ Y ❑ N
New Work ❑
Replace
Maint ❑
❑ Y ❑ N
New Work
Replace
Maint ❑
❑ Y ❑ N
New Work
Replace
Maint ❑
❑ Y ❑ N
New Work ❑
Replace
Maint ❑
❑ Y ❑ N
.1
RECEWW
New Work
Replace
Maint ❑
❑ Y ❑ N
JUN
New Work
Replace
Maint ❑
❑ Y ❑ N
New Work
Replace
.,.� -...
Maint ❑
❑ Y ❑ N
revised Nov. 2012

e NC Division of Coastal Mgt. Application Computer Sheet, Page 3 of 3)
Applicant: John J. Miley
Date: 523/2013
Describe below the HABITAT disturbances forthe application. All values should match the name, and units of measurement
found In your Habitat code sheet.
TOTAL Sq. Ft.
FINAL Sq. Ft.
TOTAL Feet
FINAL Feet
(Applied for
(Anticipated final
(Applied for.
(Anticipated final
DISTURB TYPE
Disturbance total
disturbance.
Disturbance
disturbance.
Habitat Name
Choose One
includes any
Exdudes any
total includes
Excludes any
anticipated
restoration
any anticipated
restoration andror
restoration or
and/or temp
restoration or
temp impact
temp impacts)
impact amount)
tamp impacts)
amount
High ground
Dredge ❑ Fill ❑ Both ❑ Other ®
15,248
15,248
Low Marsh
Dredge ❑ Fill ® Both ❑ Other ❑
72
72
Open Water
Dredge ❑ Fill ❑ Both ❑ Other N
652
652
Shallow bottom
Dredge ❑ Fill ® Both ❑ Other ❑
1840
1840
Shoreline
Dredge ❑ Fill ® Both ❑ Other ❑
151
151
USCoE
designated
Dredge ❑ Fill ® Both ❑ Other ❑
3904
3904
wetland
Dredge ❑ Fill ❑ Both ❑ Other ❑
Dredge ❑ Fill ❑ Both ❑ Other ❑
Dredge ❑ Fill ❑ Both ❑ Other ❑
Dredge ❑ Fill ❑ Both ❑ Other ❑
Dredge ❑ Fill ❑ Both ❑ Other ❑
Dredge ❑ Fill ❑ Both ❑ Other ❑
Dredge ❑ Fill ❑ Both ❑ Other ❑
Dredge ❑ Fill ❑ Both ❑ Other ❑
Dredge ❑ Fill ❑ Both ❑ Other ❑
RECEIVED
JUN 0 7 2013
DCM-MHD CITY
252-808-2808 :: 1-8884RCOAST :: w .nccoastalmanaaement.net revised: Nov. 2012

MAJOR PERMIT FEE MATRIX
Aaalicant: f-0-c ,l
Selection
Development Type
Fee
DCM %
DWQ %
(143001601 4351000931625 6253)
(243001602 435100095 2341)
I. Private, non -commercial -
development that doe's not
$250
100% ($250)
0% ($0)
involve the filling or
excavation of any wetlands
or open water areas:
H. Public or commercial '
development that, does not
$400
100%($400)
0% ($0)
involve the filling or
excavation of any wetlands
or open 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
$250
100% ($250)
0% ($0)
General Water Quality
Certification No. 3490 (See
attached can be applied:
III(B). Public or commercial
development, if General
$400
100%($400)
0% ($0)
Water Quality Certification
No. 3490 (See attached)
can be lied:
III(C). If General Water ,
Quality Certification No.
$400
60% ($240)
40% ($160)
3490 (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
Quality Certification No.
$400
60% ($240)
40% ($160)
3490 (see attached) cannot
be a lied:
IV. For development that
El
involves the filling and/or
$475
60%($285)
40% ($190)
excavation of more than
RECEIVED
one acre of wetlands and/or
o en water areas:
DCM-MHD CITY

IVVV UV IL VV a M111 VI I l UIW"l 11 IJI JYr VV IV P.I
1
- .13
Novembers, 2012 --
Quible & Associates, P.C.
Warren Eadus
PO Drawer 870
Kitty Hawk, NC 27MQ
Re: John Miley
Lots 25 and 27
Bertha L. Williams Subdivision
Mr. Eadus:
As rightful owner(s) of the above referenced parcel, Quible & Associates, P.C- is hereby
authorized to act as agents for purposes of environmental permitting related to wetlands
delineation and confirmation. In addition, I grant the United States Army Corps of Engineers and
the North Carolina Department of Environment and Natural Resources permission to enter the
above referenced property for purposes of wetlands confirmation and subsequent permitting.
Sincerely, n
Jack Miley
RECEWED
JUN 0 7 2013
DCM-Mim crry

Quible
Quible & Associates, P.C.
ENGINEERING • ENVIRONMENTAL SCIENCES • PLANNING • SURVEYM
SINCE 1959
CERTIFIED MAIL RECEIPT
7007 2680 0002 5929 7936
March 8, 2013
Jo Ann and Judy Little
1845 Alanton Drive
Virginia Beach, VA 23454
Re: Burton Farm Development, LLC
CAMA Major Permitting
Adjacent Riparian Property Owner Notification
Madame's:
P.O. Drawer 870
IOtty Hawk. NC 77949
Pho :252-261.=
Fm: 252-261-1260
Web: qulbl .com
This is formal written notification that the owners of Lot 26 and 27 Bertha Williams Subdivision are applying
for a Coastal Area Management Act (CAMA) Major Permit for development of their property. As an
adjacent riparian property owner you are required to be notified of the proposed development requiring the
permit. All of the proposed work is depicted on the enclosed site plan and includes the construction of a
three bedroom home with all required infrastructure.
If you have no objections to the project as currently proposed, please sign in the space below. If you
have any objections please check the appropriate space and indicate what your objections are. Please
retain a copy for your records and return one copy of this letter to:
Warren Eadus
Quible & Associates, P.C.
P.O. Drawer 870
Kitty Hawk, NC 27949
No response within 30 days of this notice will be interpreted as no objection. You can reach me at (252)
261-3300, or you can reach the DCM permit officer, Mr. Ron Renaldi, at [phone] or by mail at 1367
US Highway 17 S, Elizabeth City, North Carolina 27950. Thank you for your prompt attention in this
matter.
Sincerely,
Quible 81Associates, P.C.
C-riYG
W rren . Eadus, P.G.
_ I have no objection to the project as proposed
I do have an objection to the project as proposed
Signature
Date
JUN 0 7 2013
DM -MAD CITY

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6472 s 07.970 MAR 1 � R61 1 3
2533 KITTY fVeiNK NC
27g49
QUIBLE & ASSOCIATES, P.C.
ENGINEERING —ENVIRONMENTAL SCIENCE —PLANNING
P. 0. DRAWER 870
KITTY HAWK NC27949
JO ANN ND JUDY LITTLE
1845AAANTON DRIVE
VIR IA BEACH VA 23454
NIXIE 234541223-1N 04/01/13
RETURN TO SENDER
UNCLAIMED
UNABLE TO FORWARD
RETURN TO BENDER
Ili�tlf�ltlil�lt�lll�tl,Illtll�titll„Ilittlllt�lllttlll�l�ll�l�illl��ll

Quible
Quible & Associates, P.C.
ENGINEERING • ENVIRONMENTAL SCIENCES • NANNING • SUWEYING
SINCE 19W
CERTIFIED MAIL RECEIPT
7007 2680 0002 5929 7929
March 8, 2013
Richard and Wendy Hodges
151 Williams Drive
Knotts Island, NC 27950
Re: Lot 26 and Lot 27 Bertha Williams Subdivision
John J. Miley Residence
Adjacent Riparian Property Owner Notification
Sir/Madam
MAR 19 2013
(30*W1. '!P",ier-Po'ENT
P.D. Draw 870
MY Hawk NC 27949
Phone: 252-261,3300
Fax: [phone]
Web'. qulble.c=
This is formal written notification that the owners of Lot 26 and 27 Bertha Williams Subdivision are applying
for a Coastal Area Management Act (CAMA) Major Permit for development of their property. As an
adjacent riparian property owner you are required to be notified of the proposed development requiring the
permit. Al of the proposed work is depicted on the enclosed site plan and includes the construction of a
three bedroom home with all required infrastructure.
If you have no objections to the project as currently proposed, please sign in the space below. If you have
any objections please check the appropriate space and indicate what your objections are. Please retain a
copy for your records and return one copy of this letter to:
Warren Eadus
Quible & Associates, P.C.
P.O. Drawer 870
Kitty Hawk, NC 27949
No response within 30 days of this notice will be interpreted as no objection. You can reach me at (252)
261-3300, or you can reach the DCM permit officer, Mr. Ron Renaldi, at [phone] or by mail at 1367
US Highway 17 S, Elizabeth City, North Carolina 27950. Thank you for your prompt attention in this
matter.
Sincerely,
Quible soc, tes, P.0
� nnt:;tJVED
W en Eadus, P.G. jUiy o 70i9
I have no objection to the project as proposed
DC 4i I�'wclD C 11'
I do have an objection to the project as proposed 5JAM � �M&KQ 15 013
Signature Date

■ complete items 1, 2, and 3. Also complete A Item 4 If Restricted Delivery is desired.
■ Print your name and address on the reverse %� so that we can return the card to you.
■ Attach this card to the back of the mailpiece, B'
or on the front if space permits.
1. An
Addressed to: D.
(�I W l wl MKS 17j?�t VE
k u � CFS 1`�LA 11 D
3.
2. Article Number
(transfer fn "Mice label)
PS Form 3811. February 2004
by (
- 17— ,
APR i 8 2013
No
LF Retym Receipt for Merd
IosuredAaati.--_ g�c:o:o-
4. Restricted Deliv W (Extra Fee)
❑ Yes
700� 80 0002 5929 7929
Danes& Return Receipt
102595 02-M-1500
Z7
Q o
0

u"Il��1111�1111111111111
eeiimr.I L`i i.. � �l■
RUTTER ORIVE
IT
z
Y
1 �� ajwi, I7 , �U
PROPOSED GRAVEL
PROPOSED AREAS OF FILL
r
EXISTING COASTAL WETLANDS
I
(NO FlLL PROPOSED)
r '
PROPOSED TO BE FILLED
NON —COASTAL 404 WETLANDS
L - - - -
(3,904.8 SO.FT.)
NOTES:
T
GAVIAL
WATER CLA55IFICATION:
PROPOSED FILL
= 1,534.0 SO.T.
5 62' 40' 00' E — I2059'
PROPOSED APPROX. AREA
rBULKHEAD EMERGENT COASTAL
(68 LN.FT.) WETLANDS SPECIES
NhL 4/76172 .. — — — --
IN ALL BREAKWATER
WATERWARD OF EMERGENT
♦ I WETLANDS (FIELD CONFIRM
PRIOR TO INSTALLATION)
EXISTING 50'
EX75TING 75' A.E.G. \ 5
J d x
J O
i 1. OWNER: LIFE TENANT:
AtNORMAJOH PARKER LE SAWYER HALL 2
hJ H D:
5qZ
`�ROFOSED'330' BUFFER
n
n
40.0'
\ LOT 26
PROPOSED
i
DWELLING/BUILDING
FOOTPRINT
3 �o\ -
' W
151 m
3,3226 SQ R.
PROPOSED FILL
0 N J. MMIU
CHE FOREST MILLS RD S
CHESAPEAKE, VA 23322 p
2. PIN NUMBER: 075A000OG27O0DO k 075AOGDDO26000O ACTIVE: ADVANTEX iO
3. RECORDED REFERENCE: M.B. 2, PG. 128. D.B. 102, PG. 729: D.B. 107. PG. 440 TREATMENT (TS II)
4. PARCEL AREAS: LOT 26 AREA TO EXISTING NORMAL WATER ONE = 10.943 egfl / 0.25 ayes. A Ew
LOT 25 AREA TO PROPOSED NORMAL WATER ONE = IZ471 sq.ft / 0.29 Ocroe.
LOT 26 PLAT AREA - 14,1482 aft / 0.34 acres
LOT 27 AREA TO EXISTING NORMAL WATER ONE = 12,356 pfl / 0.28 aae .
LOT 27 AREA TO PROPOSED NORMAL WATER ONE = 12.672 sq.ft. / 0.29 ones.
LOT 27 PLAT AREA - 19,855 sgft / 0.46 acres.
5. WETAND AREAS k IMPACTS:
USACE 404 WETLANDS — 3,904.8 SOFT.
3.904.8 SOFT. PROPOSED TO BE FILLED
COASTAL WETLANDS = 4,150.0 SO.U.
0 SOFT. PROPOSED TO BE FILLED
S. PROPOSED IMPROVEMENTS k IMPACTS:
TOTAL IMPERVIOUS
COVERAGE. 3,369.3 SO. iT. (13.4% OF TOTAL PROPOSED LOT AREA) APPROX.
PO . 206
5' TO
LENGTH OF PROPOSED BULKHEADS: 1
LENGTH OF PROPOSED BR AKWAATERS5104 LN.FT. KNOTT5 I5LAND RD.
AREA WlHIN 30' BUFFER - 7.703.8 SOFT.
PROPOSED IMPACTS WITHIN 30' BUFFER: PROPOSED GRADING, BULKHEAD BACKFILL, AND FILL FOR
SEPTIC DISPOSAL. (0 SOFT. OF IMPERVIOUS COVERAGE PROPOSED.) = Ox
AREA WITHIN 75' A.E.C. — 16,657.3 SO.FT. �R/i1f
PROPOSED IMPACTS "THIN 75' A.E.C.: PROPOSED DWEWNG. GRADING. BULKHEAD BACKFILL. AND FILL
FOR SEPTIC DISPOSAL
(1,368.4 SOFT. OF IMPERVIOUS COVERAGE PROPOSED) - 8.2% IMPERVIOUS WITHIN A.E.C.
WILLIAN5 DRIVE
(60' R#V
PROPOSED
BREAKWATE
F(84 LN.FT-)
PROPOSED
6'x34' ELEVATED
WOOD WALK
r, ; 1
MAY 2 2 2013
5 020 40' 00' E — A0..00'
PROPOSED +�
BULKHEAD PROPOSED
(83 LN.FT.) 12'X20' SLIP
0
*y� 9
rl
PROPOSED FILL
_/
\7.3 SO.T.
I.
i ♦ /= _l
,
%
' Y � Q�C
EIR pp
1 .SIR 1 \ �, ACTIVE WASTEWATER
�' - DRIP DISPOSAL
Y PROPOSED \ 1,200 LN.FT. OF DRIP
E GRAVEL DRIVE LINE 24" O.C. WITH
SIR EMITTERS 24" O.C.
PROPOSED (572 EMITTERS TOTAL)
EOP Q POTAPIF 2400 SQ.FT. TOTAL
WELL
I
PROPOSED rn
12'X20' SUP
WITH BOAT
APPROX. AREA
EMERGENT COASTAL
WETLANDS SPECIES
Nrf
J9 ANN X LITRE 0
JA7r M LIT7LE
LOT29
BERTHA L. A&LI," 5te"SIOJ
PIN: 075A00050260"
RECDPOED
JUN 0 7 2013
DM-MHD MY
REYISIOS,
0510MI3 D161772E LOCATION OF COASTAL PIE7LMOS PER
DOM
m oolz ZZw��ou
IO ar¢3U� .own
- OJoa�
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OW WO-'p�3,g zo
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2Mo1 Id CryU-' BWQH0
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ac nWa)=p 50 gzw
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n� p
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2 O
Of
O
2
M1
U

�. I&\'I­�­ II yv F�DDD-un QUn*u.awg 1L10/ZUio ans AM lommy
LIFE TABLE
Ll1EM
LE457H
DWFECT70N
LI
l5_9'
553.06'I2'E
L2
1OZ,
5S5'06'12,E
L3
law,
538.46,07,E
L4
2651'
5 00' 22' 07' E
L5
/0.09'
527' N'SO,E
L6
/756'
5 61.07' 42' E
L7
/24T
N 43.32' 38, E
L6
2240'
N 00' 3/'37' E
L4
26.13,
N 72, 26' 02' E
Ll0
2766'
5 7B•.59, 43' E
Lll
6.IO'
S 76' S4' 43' E
LL7
25100'
5 75.22' 36'E
L13
23,06'
564'3T7']2'E
L14
1UP
5010'32'54•N
LIS
4.42'
517'8'37'N
L16
6S„
537'10'54'N
L11
11,42'
538'38'14'E
L16
24.70'
5 44' 15'30' E
LN
Awl
524'35'N'E
L20
2662'
5 47' 04' 22' E
L21
.35.74'
N06'46'27'E
L22
662-`A'
N 62' 39' 37'N
L2W I
"M'
N 62' 41' SI'TY
IN
2966'
N33•.S'4/'E
404 CERTIFICATE
NETLAND LIRE TAME
LINE#
LEASTFI
DIRECTION
L25
630'
N 06. 50' 46' E
L26
45.41'
N O6' S0' 46-E
L21
22.50'
N 25' 03' 53' E
1-20
21AX
N 46' `. 0' 56' E
L24
3020'
5 67. 44' 11' E
L30
3/2r
5 Co. Y' 04' H
L31
2735'
S /0' 32' /7' N
L32
/46l'
5 26' 2B' 2I' H
L33
16.44'
5 26' 2B' 21' N
L34
6.66'
5 2/' 31' 01' N
L35
16,21'
5 66' 34' 04' H
L36
lq.02'
N 59' 06' 42' H
L37
3.17'
N 16' 16' 35' E
L36
2266'
N 36. 10' 24' E
L34
A74'
N 47- 37' 15' E
L40
16.46'
N 35' It, 14' E
L41
4.46'
N 55. 35' 07' E
L42
15."'
N 55' 2T 44' E
L43
1757'
N 54' 27' 42' E
1.44
/7.13'
N 51' 22 C6' E
NETLAND L/AE TABLE
TH
DIRECTION
T
N 40' 26'37'E
2'
N /0' 52' 41' E
'
N52'l4'O2'E
2'
f
N 70' 46' 33'E
6'
N 70'.3'
5 24' ll'54'E2'
N 25' 56' 23' N
NETLAND CLRVE TABLE
CLRVE*
LENGTH
RADRS
CND LEMSTH
CND BEARIMS
C5
1157'
44.70'
1135'
N 76' 27' 46' E
C6
6.14'
50.00'
6,14'
N 65' 07' 46' E
C7
36.60'
50.00,
37.64'
5 62' 34' 37' H
Co
10.65,
50.00'
I0.63'
N 64' 12' 27' N
I CERTIFY THAT TH15 MAP H,45 DRAM UNDER MY 51FERVI51ON FROM AN ACTUAL
-VRVEI' MADE UNDER MY 5WERV15ION (5EE NOTE5 FOR DEED REFERENCE] THAT
THE BOLADARIE5 NOT SURVEYED ARE INDICATED A5 DRANNI A5
D45HED/BROKEN L/NE5, THAT THE RATIO OF PREC15ION OR P051TIONAL
ACCURACY 15 1: IO,OOEt; AND THAT TH15 MAP I•'EET5 THE REQUIIREFENT5 OF THE
5TA99ARP5 OF PRACTICE FOR LAND 5URVEY/N5 IN NORTH CAROLINA (21 NGAC
56.1600).
TH151_*-K DAY OF _ _y__, Z�,
PLS W____
i
TH15 CERTIFIE5 THAT THIS COPY OF THl5 PLAT ACCURATELY DE-P1CT5 THE BOW4DARY OF THE
J bRISDICTION OF 5ECTION 404 OF THE CLEAN HATER ACT IN THE ARE45 A5 INDICATED, A5
DETERMINED BY THE UNDER516NED ON TH15 DATE. OTHER AREA5 OF _M501CTION MAY BE
FRE5EN7" ON THE 511E BUT HAVE NOT BEEN EVALUATED. VILE55 THERE /5 A CHANGE IN THE LAN
OR 00? RIBL15HED RE6ULATION5, THIS DETER14/NA77ON OF 5E5TION 404-MISOICTION MAY BE
RELIED M-ON FOR A PERIOD NOT TO EXCEED FIVE YEAR5 FROM TH15 DATE TH15 DETERMINATION
HA5 MADE UTILIZING THE APPROPRIATE REGIONAL %FPLEtHENT TO THE /967 CORP5 OF
EN6INEER5 NETLAND DELINEATION MAWAL.
VICINITY MAP
LEGEND: 051
E8 - EX/57"/NG 4 x4' CONCRETE
MOW ENT, ECM
0 - EX/5TING IRON PIPE, E/P
• - EXI5T/N5 IRON ROD, EIR
- 5ET IRON ROD, 51R
• - PK NAIL
• - CALCULATED FOINT --
QW - NW TER METER
Q - TELEPHONE PEP
Q - CABLE TV FED':
UTILITY POLE
V-LAMP 1 y Elie
- AREA5 BY ORDINATE METHOD. '� I
- LOT 26 AREA TO NORMAL HATER LINE = 10,943 sgft / 0.25 acres.Co
- LOT 26 PLAT AREA = 14,1462 sgft /O34 acres. '
- LOT 27 AREA TO NORMAL HATER LINE = 12,366 sqN / 0.28 acres. CD =1
- LOT 27 PLAT AREA = 19,655 sgft /0.46 acres. "'J
SUB - .ECT REFERENCES: DB 1062, P6. 724,• MB. 2, PG. 126;
- FIELD SURVEY DATE 01126172 4 01104113'�
- LOT 26: PIN 075A00000260000
- LOT 27. PIN 075A00000270000
- PROPERTY 15 LOCATED /N NF/P FLOOD ZONE AE 53' AND 5UB.ECT TO CHA BY FEMA.
- PROPERTY 15 AL50 LOCATED IN THE COA5TAL BARR/ER RESOLRCE5 5Y5TEM ATEL 11-16-40
BA5E9 ON C01-f- /LAITY CID NO 37007,9; PANEL 9003; 5,FF/X J (MAP NUMBER 372/900300.11
EFFECTIVEPATE. DECEMBER /6�2005
- TH15 SURVEY SIIB.ECT TO ANY FACT5, INCLUD/N6 BUILD/AY SETBACK RE57R/CT10N5,
EA5EMENT5, COVENANTS ETC, THAT MAY BE REVEALED BY A FULL AND ACCURATE TITLE
SEARCH
- NO NC65 MOMfIENT FaW H/THIN 2000:
- NETLAN95 A5 DELINEATED BY RUIBLE AND A55OC1ATE5, P.C. J 5WRVEYED 01104173 ()EE
NETLAND PLAT OVER 5EPARA7E COVER).
NOTE5,
CANAL
5 v2' 40' ui' c i2J.54' 5 62* 40' 00" E -- 110.00'
"'.w BBJrEIR ry
</ INYJ REFERENEE FCL1•d7) hph
NPt 9/26172 —� LID,
y ., --- --- LIl�L1.2 L13
'L`\ 566°55'21'E r 10022_/TIE
F
J ;
1
EIR BETNffN
LOTS, 12 113
�EIR BE7YEEN
LOT516 4 17
\SI& �'v'n �I Q 5IR \ Tl,. / 1.16
^
L6
\ A6�
ABA Lor26' Io
,404 NET AAV -I
3312.6 50.FT. II
-SIR G2 /EIR
IF
ElR G4 G1 G6 /1 LLil \Cy\
L5 L25.
(TIE) (TIE) 59P L35 V \
Ar
m LOT
bpi d^ /p3 \ \\ ADS
/ azn\ 5IR Irke q/ d2 COA57-AL
lr 4,150.05C FT. 9 65
5-4 NEB
5622 SOFT.
nD 7
AUF
HILLIAM5 DRIVE
(60, RA?v BETIr EIR
APPROX. 20,95' TO (ONLINE, 1
KNOTT5 I5LANO RD. obb'rEsr
R/YI
JO ANY M. LITTLE 6
J/DY M. LITTLE
LOT26
BERTHA L. MILL/At-15 SU00I05/ON
PIN, 075AO00002000LV
CLftVE TABLE
C11RV£4
LB67H
RADNS
OD LBlSTH
OD E1F.AIR/fG
Cl
M72'
50ZV'
N54'
57/'45'44'N
C2
4925'
50.07
4726'
5 66' 40' 44' N
C3
mm,
S0.U0'
312AF
N 43' S/' 52' N
C4
12.46'
50,W'
1 12.42'
S 69' 48' ll'E
W 4126172
�I
PROJECT
COPYRIGHT © 2013
QUIBLE 6 ASSOCIATES, P.C.
WEILAM SURVEY FOR TORN 7. MQ,EY
�****•-.---••,1"',
FARO 1''
'
P12085
THIS DOCUMENT IS THE PROPERTY OF QUIBLE
6 ASSOCIATES, P.C. ALL RIGHTS ARE
�\'
��� .•••••••.,,• I♦
•.
SINCE 1959
uible
LOT 26 AND 27
& Associates, P.C.
DRAWN BY
OSSESSIO ANY REPRODUCTION PERMISSION THIS OR
PRIOR
BERTHA I. VVII.LIAMS
=
-:_
OLT/TAS
OUIBSEN AS OCATES,WITHOUT
P.C. WILL CONSTITUTE
VIOLATION OF COPYRIGHT TAWS. VIOLATION
WILL BE SUBJECT TO LEGAL ACTION
SUBDIVISION
95
ENGINEERING * CONSULTING * PLANNING
CHECKED BY
FRUITVILLE TOWNSHIP CURRITUCK COUN
ENVIRONMENTAL SCIENCES * SURVEYING
WDE/JHM
IF THIS PLAN OR PLAT IS NOT SIGNED AND
NORTH CAROLINA
`-
NC License#: C-0208
SEALED BY A LICENSED PROFESSIONAL THEN
THIS PLAN OR PLAT SHALL BE CONSIDERED
♦♦
♦ •.. .•• ♦
1
PO Drawer 870, Kitty Hawk, NC 27949
0 40 80
DATE
ED DOCUMENT
SHAL
BE9 SED FOR
♦♦ ♦ •,,,",
,� ,,
'•,, MILLER'..`'
Phone:_
c 25221266f 12 00
01 17 13
/ /
AND
NO CONVEYANCES.
GRAPHIC SCALE IN FEET 1"=4G
A *„.........
E-Moil: adminisfrafor6quibie.com
pd

North Carolina
Pat McCrory
Governor
April 25, 2013
Warren Eadus
Quible & Associates, P.C.
P.O. Drawer 870
Kitty Hawk, NC 27949
Re:
IIZ:f.Si�rw�Tl�l
AG'A
NCDENR
Department of Environment and Natural Resources
Division of Coastal Management
Braxton C. Davis John E. Skvarla, III
Director Secretary
John J. Miley Major Permit Application
RECEIVED
APR 2 9 2013
DCM-NIMMY
On March 12, 2013, the NC Division of Coastal Management acknowledged receipt of the
application submitted for John J. Miley located in Knotts Island, Currituck County. An initial
screening of the submittal package was conducted, which revealed certain deficiencies that
required your attention. The entire original application was returned to you, with an office copy
retained for my review.
On April 18, 2013, our office received documents for your re -submittal of the ap 1p ication for
John J. Miley. My subsequent review, as well as a site visit conducted on April 24, 2013, has
revealed that the application for John J. Miley is still incomplete. My office must receive the
following data before the Major Permit Application can be accepted as complete:
1. Not all questions on the application have been answered, or indicated as "not applicable."
Please address the following items:
Form DCM-MP-2:
- Number 3(b), the lengths listed do not match the narrative and site plan lengths.
According to the site plan and narrative, the total bulkhead lengths will be 151'.
The application lists the total bulkhead length as 160'. Please verify that the
application length should be 151' and I will make the change to the application.
■ Form DCM-MP-2:
Number 3(c), the average distance waterward of NWL is still listed as 2'; however,
I calculate an average distance of —15.4' for the bulkhead (-26' within basin and
—4.9' at the NE comer) and an average distance of —5.7' for the breakwater section
along the canal. Please verify and I will make the change to the application.
■ Form DCM-MP-4:
- Number 5(b), due to the removal of the breakwater section within Capsies Creek, I
now calculate an average distance of —5.7' water -ward of NWL for the breakwater
1367 US 17 South, Elizabeth City, NC 27909 J ne
Phone: [phone]FAX: [phone];Internet: www.ncooastalmanagement.net NO Carolina
An Equal Opportunity 1 Affirmative Action Employer {/ YH turally

Warren Eadus
April 25, 2013
Page 2
section within the canal. Please verify and I will make the change to the
application.
2. Adequate Work Plans or Drawings have not been submitted. Please address the following
items:
When color drawings are submitted, 26 copies must be provided. If you would
like the submitted color drawings distributed as black and white photocopies
please let us know.
■ Accurately depict all coastal wetland areas that are located waterward of normal
water level as previously requested. There are patches of Juncus roemerianus
located within/adjacent to the proposed bulkhead area at the northeast corner of
the property, the basin fill area and the breakwater area.
Indicate the pilings associated with the slip on the east side of the platform are tie -
pilings. not independent mooring pilings that require an arc -of swing. (previously
requested)
If you have any questions regarding this correspondence or the pennit process, please don't
hesitate to contact me.
Sincerely,
Ron Renaldi
Coastal Management Representative
cc: Frank Jennings, District Manager, DCM, Elizabeth City
-•Qpug Huggett, Major Permits Coordinator, DCM, Morehead City
John J. Miley, Applicant, Chesapeake, VA

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LEGEND
PROPOSED GRAVEL
PROPOSED AREAS OF FILL
F-—
EXISTING COASTAL WETLANDS
(NO FILL PROPOSED)
PROPOSED TO BE FILLED
NON —COASTAL 404 WETLANDS
L _'_ _'_
(3,904.8 SO.FT,)
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APR 2 9 2013 CANAL
WATER CLA551FICATION. "56"
DM�Cily MOORING.PJLE
PROPOSED FILL (TYP.;
= 1,534.0 SO. T. '
5 02' 40' 00' E — 120.59' 5 020 40' 00' E -- 110.00'
As —
PROPOSED PROPOSED
F BULKHEAD BREAKWATER x10
PROPOSED PROPOSED
a (68 LN.FT.) (84 LN.FT.) BULKHEAD 12'X20' SLIP
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�' • '0^ ., l+ f ` f [I LOT 17 _= 382.7=50. T.— t.
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I. OWNER: LIFE TENANT: -
NORMA PARKER SAWYER HALL >J.
j & JOUN J. MILEYllll o
3 744 FOREST MILLS RO-
CHESAPEAXE, VA 23322
PROPOSED
12'X20' SLIP
WITH BOAT
LIFT & ROOF
2, PIN NUMBER: 075AC00002700OU & 075A000D()26D000 G\' SIR NIP
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� 3. RECORDED REFERENCE: N.B. 2, PC. 128; D.B. 1082, PG. 729; D.B. 107, PO, 440 ElR G I � PROPOSED � '� � ,XJ AWJM LITTLE f
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4. PARCEL TEAS: LOT 26 AREA TO EK16TiNG NORMAL WATER LINE = 1012.4 aqR / 0.20. acres.
LOT 26 AREA TO PROPOSED NORMAL WATER asE = f2,4]t sq.fl. / 0.29 acres.
O LOT 26 PUT TEA I EXISTING
NO MsqftAL / 0.34 ogee.
LOT 27 AREA TO EXISTWG NORMAL WATER LINE a 126 eqR / 0.2acres.
Ii LOT 27 AREA TO PROPOSED NORMAL WATER LINE 12.12.872 a90 acres.
/ .29 ocrca.
M LOT 27 PUT AREA 19,855 aglt / 0.48 acres
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� 5. NEIUND TEAS &IMPACTS:
n USACE 404 ILETLANOS = 3.904.8 SOFT.
3,904.9 SQ.FT. PROPOSED TO BE FILLED
COASTAL WERANDS a 4,150.0 SO.FT.
y 0 SO.FT. PROPOSED TO BE FILLED
6. PROPOSED IMPROVEMENTS & IMPACTS: APPROX. 2065' TO
TOTAL NPERMOUS COVERAGE: 3,369.3 SO.FT. (13.4% OF TOTAL PROPOSED LOT AREA) KNOTT5 I5LAN9 PO.
a LENGTH OF PROPOSED BULKHEADS: 151 LN.FT.
o LENGTH OF PROPOSED BREAKWATERS: 84 LN.FT.
m AREA WITHIN 3V BUFFER = 7.703.8 SO.FT.
0 PROPOSED IMPACTS WITHIN 30' BUFFER: PROPOSED GRADING, BULKHEAD BACKFILL, AND FILL FOR
d SEPRC DISPOSAL (0 SO.FT. OF IMPERVIOUS COVERAGE PROPOSED) - OE
of AREA WITHIN 75' A.E.C. - 9.038.8 SOFT.
n IMPACTS DISPOSAWTMIN 75' A.E.C. : PROPOSED DWELLING, GRADING, B"HEAD BACKFILL, AND FILL
FOR SEPTIC
(1.366.4 SOFT. OP IMPERNOUS COVERAGE PROPOSED) - 15.1E IMPERVIOUS WITHIN A.E.C.
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RECENED
UN 0 7 2013
DCWMHD MY

BOOK 10 S 2 PAGE 0 r 2:)
Ie42/2�iT107;TRANSFERTA?•AMOUNP IZ Rcordid: 0/300 54:MI �i
►.,t_1-s�,aCt Fee Mt: $17.00 Page 1 of 2 %ro
Du1TFICO7dEC1bR Exclee Tax: ,
' + - Currltuck County, NC
Charlene
YnDowdy Realotgrr /�of�{Deeds
Taxpliectot at, n tNoD ImquentTaxes aK 1082 Pe729-{3Q--'----"—
•.5 Ard Due.•Datc 0 Certification
upii" ianvr p i e y ar foitowing certification date r_ "
ti
•
NORTH CAROLINA GENERAL WARRANTY DEED I APR 18 2013
:'Excise Tax lr\ 0f12 Recording Time
Tax Lot Nuh. Parcel Identifier No.
Verified by County on the day of
by T
Mail after recording to Norma all, 1084 Saint Julian Drive Chesapeake VA 23323
.A
This instrument was orepakeol by John J. Flora,, Ill, Attorney at Law
Brief description for the I de:�—' � �—�
�T DCM-MflD MY
THIS DEED made this kh =+ day of � f �arch 2009 ,by and between
T
GRANTOR GRANTEE
IRVING R. HALL and'wife,f ' NORMA PARKER SAWYER HALL,
NORMA PARKER SAWYE"- ALL a life estate only, and JOHN J. MILEY,
:• : '. the remainder after the life of NORMA
I ' PAfiKER SAWYER HALL
I I
'.744'Forept Mills Road
�, 'Gffesapeake, VA 23322
Enter in appropriate block for each party: naMhq�address, and, H approprlate, character of entity, e.q. corporation
or partnership. , j
The designation Grantor and Grantee as used herein $hall include said parties --their heirs, successors, and assigns, and
shall include singular, plural, masculine, feminine or neuter as rsquired by conteA.
WITNESSETH, that the Grantor, for a valuable consideraf.9n paid by'the Grantee, the receipt of which is hereby
acknowledged, has and by these presents does grant, bargaln; so zind convey unto the Grantee in fee simple, all that
certain lot or parcel of land situated in the City of I•. , `', Fxuitville Township,
Currituck County, North Carolina and more parttcutarty desChbed as follotys:
Those lots numbered 15, 16, 26 and 27 as shown and delineated Ln 1 'at;' rtain thap,of the subdivision entitled "Sub -
Division of Lot #1 and part of Lot #2. Bertha L. Williams Estate", prepared by Wilford P. L'arge'und ' date bf January 2,
1968, and recorded in the Public Registry for Currituck County in Deed Boole 107, Page' 0 w (b that in Deed from
Joseph T. Crosswhite. Jr., at ux, at al to Henry Co. Magee recorded in Deed hook ?07. Page 8 ".,,' is also
made to Deed recorded in Deed Book 108, Page 230.
i
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