131-16 Akin, Jeff

Permit Class
NEW
STATE OF NORTH CAROLINA
Department of Environmental Quality
and
Coastal Resources Commission
Permit
for
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 Jeff Akin,11308 Brass Kettle Road, Raleigh, NC 27614
Permit Number
131-16
Authorizing development in Hyde County at man-made canal off Fortescue Creek, near
Scranton as requested in thze permittee's application dated 7/1/16. Incl. attached
workplan drawings (5), 3-5 and 7 of 7 dated 6/13/16 and 6 of 7 dated 7/21/16.
This permit, issued on December 22, 2016 , 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
re subject to tines, imprisonment or civil action; or may cause me permit to be null ana vota.
Basin Excavation
1) In order to protect juvenile finfish resources, no excavation shall be permitted between April 1 and
September 30 of any year without prior approval of the North Carolina Division of Coastal
Management in consultation with appropriate resource agencies.
2) Excavation shall not exceed -2.4 feet below the normal water level. In no case shall the depth of
excavation exceed the depth of the connecting waters.
3) No excavation shall take place at any time in any vegetated wetlands or surrounding waters outside of
the alignment of the fill area indicated on the workplan drawing(s). RECEIVED
(See attached sheets for Additional Conditions) JAN 12 2017
This permit action may be appealed by the permittee or other
qualified persons within twenty (20) days of the issuing date.
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, 2019
Signed by the authority of thoewM140 ®fW
Chairman of the Coastal Resources Commission.
tee /
Ellifalton C. Davis, Director
Division of Coastal Management
This permit and its conditions are hereby accepted.
In issuing this permit, the State of North Carolina agrees that 'n,/
your project is consistent with the North Carolina Coastal W (`�O-L/�'
Management Program. 7
/ U ISignature of Petmittee

Jeff Akin
Permit No.131-16
Page 2 of 4
- ADDITIONAL CONDITIONS
4) The temporary placement of double handling of excavated materials within waters or vegetated wetlands
is not uthonzed.
�,...
Spoil Disposal
5) All excavated materials shall be confined above normal water level and landward of regularly or
irregularly flooded marsh behind adequate dikes or other retaining structures to prevent spillover of solids
into any marsh or surrounding waters.
6) The disposal area shall be properly graded and provided a ground cover sufficient to restrain erosion
within 30 working days of project completion.
7) The spoil area shall be inspected and approved by the Division of Coastal Management prior to the
beginning of any dredge activities.
Maintenance Clause
8) The Division of Coastal Management shall be notified in writing at least two (2) weeks in advance of any
maintenance work authorized by this permit, and such notification shall include:
A. The number of the original permit.
B. A statement that no dimensional changes are proposed.
C. A copy of the original permit plans with cross -hatching indicating the area to be maintained, the
area to be used for spoil disposal, and the estimated amount of material to be removed. The
location, design and holding capacity of the spoil disposal site shall be approved by a representative
of the Division prior to the initiation of any maintenance dredging activities.
D. The date of map revision and the pemuttee's signature shown anew on the original plan.
Boat Ramp
9) The boat ramp shall either be poured at an upland location and pushed into place once hardened, or
poured entirely within a watertight containment structure. Live concrete shallt� l r I V ie p4ntact
waters of the State or waters that will enter waters of the State.
AN 12 2017
Dockin¢ Facility DC M- M H D CITY
10) This permit authorizes only the launch pier, side to dockage, 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 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.
4I

Jeff Akin Permit No. 131-16
Page 3 of 4
ADDITIONAL CONDITIONS
11) No sewage, whether treated or untreated, shall be discharged at any time from any boats using the
docking facility. Any sewage discharge at the reconstructed docking facility shall be considered a
violation of this permit for which the permittee is responsible. This prohibition shall be applied and
enforced throughout the entire existence of the permitted structure.
12) No attempt shall be made by the pernttee to prevent the full and free use by the public of all navigable
waters at or adjacent to the authorized work.
13) 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 party.
14) 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 structure in order to make it more visible during hours of darkness or
inclement weather.
15) This permit authorizes 2 formalized boat slips.
REC,EIVED
Bulkhead JAN 12 2017
16) The bulkhead shall be constructed prior to any backfilling activities. DC M - M H D r'IT
17) The bulkhead shall be structurally tight so as to prevent seepage of backfill materials through the structure.
18) 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.
19) All backfill material shall be clean and free of any pollutants except in trace quantities.
Upland Development
20) Unless specifically altered herein, this permit authorizes the grading and other land disturbing activities
associated with the development of the above referenced property, including improvements to the in
pathway, all as expressly and specifically set forth in the attached permit application and workplan
drawings.
Sedimentation and Erosion Control
21) In order to protect water quality, runoff from construction shall not visibly increase the amount of
suspended sediments in adjacent waters.

Jeff Akin Permit No.131-16
Page 4 of 4
ADDITIONAL.CONDITIONS
22) Appropriate sedimentation and erosion control devices, measures or structures shall be implemented to
ensure that eroded materials do not enter adjacent wetlands, watercourses and property (e.g. silt fence,
diversion swales or berms, etc.).
23) All disturbed areas shall be properly graded and provided a ground cover sufficient to restrain erosion
within 30 calendar days of project completion.
General
24) This permit shall not be assigned, transferred, sold, or otherwise disposed of to a third party without the
written approval of the Division of Coastal Management.
25) The authorized project is located adjacent to a primary nursery area (PNA). Therefore, in accordance
with T15A:07H.0208 of the Rules of the Coastal Resources Commission, no new dredging or excavation
within the PNA shall be permitted. New dredging in any manner, including "kicking" with boat
propellers, is not authorized outside of the areas indicated on the plans. This prohibition shall be applied
and enforced throughout the entire existence of the permitted structure.
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 [phone] prior to the commencement of any such activity
for this determination.
NOTE: The N.C. Division of Water Resources has authorized the proposed project under DWQ Project
No. 2016-0846.
NOTE: The U.S. Army Corps of Engineers authorized the proposed project by way of PGP 198000291
(Action ID No. SAW-2016-01717 which was issued on 12/12/16.
NOTE: An application processing fee of $400 was received by DCM for this project.
RECEIVED
JAN 12 2017
DCM- MHD CITY

h:I D►L��
Permit Number
131-16
STATE OF NORTH CAROLINA
DepartmenYof Environmental Quality
and
Coastal Resources Commission
Permit
for
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 Jeff Akin,11308 Brass Kettle Road, Raleigh, NC 27614
Authorizing development in Hyde . County at man-made canal off Fortescue Creek. near
Scranton as requested in thze permittee's application dated 7/1/16, incl, attached
workplan drawings (5), 3-5 and 7 of 7 dated 6/13/16 and 6 of 7 dated 7/21/16.
This permit, issued on December 22, 2016 , 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
to nnes, imprisonment or civu action; or may cause me
Basin Excavation
to oe nuu ana vora.
1) In order to protect juvenile frnfish resources, no excavation shall be permitted between April I and
September 30 of any year without prior approval of the North Carolina Division of Coastal
Management in consultation with appropriate resource agencies.
2) Excavation shall not exceed -2.4 feet below the normal water level. In no case shall the depth of
excavation exceed the depth of the connecting waters.
3) No excavation shall take place at any time in any vegetated wetlands or surrounding waters outside of
the alignment of the fill area indicated on the workplan drawing(s).
(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.
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, 2019
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 DEQ and the
Chairman of the Coastal Resources Commission.
v Bfaxton C. Davis, Director
Division of Coastal Management
This permit and its conditions are hereby accepted
Signature of Permittee

e_ff Akin Permit No. 131-16
Page 2 of 4
ADDITIONAL CONDITIONS
The temporary placement of double handling of excavated materials within waters or vegetated wetlands
is not authorized.
Spoil Disposal
5) s' All excavated materials shall be confined above normal water level and landward of regularly or
irregularly flooded marsh behind adequate dikes or other retaining structures to prevent spillover of solids
„. into any marsh or surrounding waters.
6) The disposal area shall be properly graded and provided a ground cover sufficient to restrain erosion
within 30 working days of project completion.
7) The spoil area shall be inspected and approved by the Division of Coastal Management prior to the
beginning of any dredge activities.
Maintenance Clause
8)' The Division of Coastal Management shall be notified in writing at least two (2) weeks in advance of any
maintenance work authorized by this permit, and such notification shall include:
A. The number of the original permit.
B. A statement that no dimensional changes are proposed.
C. A copy of the original permit plans with cross -hatching indicating the area to be maintained, the
area to be used for spoil disposal, and the estimated amount of material to be removed. The
location, design and holding capacity of the spoil disposal site shall be approved by a representative
of the Division prior to the initiation of any maintenance dredging activities.
D. The date of map revision and the permittee's signature shown anew on the original plan.
Boat Ramp
9) The boat ramp shall either be poured at an upland location and pushed into place once hardened, or
poured entirely within a watertight containment structure. Live concrete shall not be allowed to contact
_. waters of the State or waters that will enter waters of the State.
Docking Facility
10) This permit authorizes only the launch pier, side to dockage, 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 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.

Jeff Akin
ADDITIONAL CONDITIONS
Permit No. 131-16
Page 3 of 4
=:11) No sewage, whether treated or untreated, shall be discharged at any time from any boats using the
docking facility. Any sewage discharge at the reconstructed docking facility shall be considered a
violation of this permit for which the permittee is responsible. This prohibition shall be applied and
enforced throughout the entire existence of the permitted structure.
2) , No attempt shall 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.
�,- 13) " 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 party.
14)' 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 structure in order to make it more visible during hours of darkness or
inclement weather.
,15)._ This permit authorizes 2 formalized boat slips.
Bulkhead
The bulkhead shall be constructed prior to any backfilling activities.
17)` The bulkhead shall be structurally tight so as to prevent seepage of backfrll materials through the structure.
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.
'19) All backfill material shall be clean and free of any pollutants except in trace quantities.
Upland Development
20): Unless specifically altered herein, this permit authorizes the grading and other land disturbing activities
associated with the development of the above referenced property, including improvements to the in
pathway, all as'ex ressl and specifically set forth in the attached permit application and wor lan
- P Y, P Y P Y P PP � kP
drawings.
Sedimentation and Erosion Control
i
2l) In order to protect water quality, runoff from construction shall not visibly increase the amount of
suspended sediments in adjacent waters.

Permit No. 131-16
Page 4 of 4
ADDITIONAL CONDITIONS -
>,;22Y Appropriate sedimentation and erosion control devices, measures or structures shall be implemented to
ensure that eroded materials do not enter adjacent wetlands, watercourses and property (e.g. silt fence,
diversion swales or berms, etc.).
23) All disturbed areas shall be properly graded and provided a ground cover sufficient to restrain erosion
within 30 calendar days of project completion.
General
24) -This permit shall not be assigned, transferred, sold, or otherwise disposed of to a third party without the
written approval of the Division of Coastal Management.
2 5) (.Jhe authorized project is located adjacent to a primary nursery area (PNA). Therefore, in accordance
with T15A:07H.0208 of the Rules of the Coastal Resources Commission, no new dredging or excavation
within the PNA shall be permitted. New dredging in any manner, including "kicking" with boat
propellers, is not authorized outside of the areas indicated on the plans. This prohibition shall be applied
and enforced throughout the entire existence of the permitted structure.
NOTE: This permit does not eliminate the need to obtain any additional state, federal or local permits,
approvals or authorizations that may be required.
OTE: Future development of the permittee's property may require a modification of this permit. Contact
a representative of the Division at [phone] prior to the commencement of any such activity
for this determination.
NOTE: The N.C. Division of Water Resources has authorized the proposed project under DWQ Project
No. 2016-0846.
NO The U.S. Army Corps of Engineers authorized the proposed project by way of PGP 198000291
(Action ID No. SAW-2016-01717 which was issued on 12/12/16.
An application processing fee of $400 was received by DCM for this project.

q
APPLICATION for
Major Development Permit
(last revised 12127/06)
North Carolina DIVISION OF COASTAL MANAGEMENT
1. Primary Applicant Landowner Information
Business Name
Project Name (if applicable)
N/A
4638 Loop Road, Scranton
Applicant 1: First Name
MI
Last Name
Mr. Jeff
Akin
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
11308 Brass Kettle Road
Raleigh
NC
ZIP
Country
Phone No.
FAX No.
27614
USA
919 - 796 - 0297 ext.
Street Address (if different hom above)
City
State
ZIP
same
Email
[e-mail]
2. AgentlContractor Information
RECEIVED
Business Name
AUG 2 2 2016
Land Management Group, Inc.
Agent/ Contractor 1: First Name
MI
Last Name
DCM- MHD CITY
Laura
Stasavich
Agent/ Contractor 2: First Name
MI
Last Name
Mailing Address
PO Box
city
State
3805 Wrightsville Avenue, Suite 15
Wilmington
NC
ZIP
Phone No. 1
Phone No. 2
28403
910.452 - 0001
ext.
ext.
FAX No.
Contractor #
910-452-0060
Street Address (d different from above)
City
State ZIP
same
Email
D C A/)
[e-mail]
, j � �
<Form continues on back> "JUL ,08 2016
WARO
252-506-2808 :: 1-888.4RCOAST :: www.ncccastatmanagsrnsnt.not

Form DCM MP-1 (Page 2 of 4)
6
APPLICATION for
Major Development Permit
3. Project Location
County (can be mukiple)
Street Address
State Rd. #
Hyde
4638 Loop Road
Subdivision Name
City
State
Zip
N/A
Scranton
NC
27875 -
Phone No.
Lot No.(s) (d many, attach additional page with list)
919 - 659 -1501 ext.
Two parcels under one tax id number 7642-320-9261,
a. In which NC river basin is the project located?
b. Name of body of water nearest to proposed project
Tar -Pamlico
unnamed man-made canal to Fortescue Creek; Fortescue
Creek
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
Fortescue Creek; Pungo River
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.
Scranton
4. Site Description
a.
Total length of shoreline on the tract (ft.)
b. Size of entire tract (sq.ft.)
In excess of 5,000 Ift (-5,487 Ift)
49.67: ac
c.
Size of individual lot(s)
d. Approximate elevation of tract above NHW (normal high water) or
N/A, I I
NWL (normal water level)
(If many lot sizes, please attach additional page with a list)
—V to 2' based on NCDOT Lidar ❑NHW or ®NWL
e.
Vegetation on tract
Within project area, pines, sweet gum, red maple, red bay.
f.
Man-made features and uses now on tract
Man-made features include un-occupied single family home with septic system and dirt drive; new barn, maintained yard.
Canals which bound property to the west and east are historic, man-made features (connecting to Past
�aftpsCy@ @k),
and current use is residential, recreational. R f_ c �I D
g.
Identify and describe the existing land uses adjacent to the proposed project site. AUG 2 2 2016
Residential; single family lots.
DCM- MHD CIT
h.
How does local government zone the tract?
I. Is the proposed project consistent with the applicable zoning?
Residential in nature - no zoning
(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 ❑NA
National Register listed or eligible property?
<Form continues on next page> I 'JUL 0 8 2016
., 11•055•4011GOAaT .. www.rlccometalman

Form DCM MP-1 (Page 3 of 4) APPLICATION for Cl)
Major Development Permit
in. (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.
On -site septic system for existing house.
o. Describe existing drinking water supply source.
Municipal services.
p. Describe existing storm water management or treatment systems.
No man-made treatment systems exist.
5. Activities and Impacts
a.
Will the project be for commercial, public, or private use? []Commercial ❑Public Government
• ®Private/Community
b.
Give a brief description of purpose, use, and daily operations of the project when complete.
The proposed boat ramp will provide access to the adjacent waterbodies for recreational use by the owner and his invited
guests.
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.
Standard construction equipment such as backhoe, dumptruck, and pile driver; good marine construction techniques for
installation of bulkheading and concrete ramp. Concrete ramp can be poured on upland and pushed into place and/or
installed before basin cut is opened to canal (keeping an earthem plug in place along shoreline until after installation of
ramp). Equipment can be stored on upland portions of the property at the existing house and barn if necessary.
d.
List all development activities you propose.
Installation of a private, residential boat ramp for access to Fortescue Creek and adjacent waterbodies. Excavation of an
upland basin for sting the ramp, fixed pier, and dockage of two small (-20') runabouts in a manner that will not block
navigation in the existing man-made canal. Basin cut has been located at the point along the shoreline where coastal marsh
fringe impact is less than 5' in width, for an estimated 51 sq.ft. of coastal marsh impact. Bulkhead stabilization along ramp
and basin cut. A 12' wide road from ramp to existing dirt access road from the Loop Road (SR1145) which will require 180
sq.ft. of wetland impact. Maintenance of existing access road from Loop Road within its existing footprint through an existing
CREP easment.
e.
Are the proposed activities maintenance of an existing project, new work, or both? New
f.
What is the approximate total disturbed land area resulting from the proposed project? 24,806 ®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.
There are no existing direct discharges to waters of the state and none are proposed.
(JUL 0 8 2016
i
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 recei RECEIVED []Yes []No ®NA
j.
Is there any mitigation proposed? []Yes ®No ❑NA
If yes, attach a mitigation proposal. AUG2 2 2016
252.808-2808 .: 1.888-4RCOA8T :: www.neconstaimanagement.net

Form DCM MP-1 (Page 4 of 4) APPLICATION for "1
Major Development Permit
<Form continues on back>
6. AddWonal information
In addition to this completed application form, (MP-1) the following items below, if applicable, must be submitted in order for the application
package to be complete. Items (a) — (t) are always applicable to any major development application. Please consult the application
instruction booklet on how to property prepare the required items below.
a. A project narrative-
b. An accurate, dated work plat (including plan view and cross -sectional drawings) drawn to scale. Please give the present status of the
proposed project. Is any portion already complete? If previously authorized work, clearly indicate on maps, plats, drawings to distinguish
between work completed and proposed.
c. A site or location map that is sufficiently detailed to guide agency personnel unfamiliar with the area to the site.
d. A copy of the deed (with state application only) or other instrument under which the applicant claims title to the affected properties.
e. The appropriate application fee. Check or money order made payable to DENR.
f. A 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 To the West: Mitchell Gibbs Phone No.
Address 4500 Loop Road, Scranton, NC 27875
Name To the East: Evelyn Carawan Phone No.
Address 4850 Loop Road, Scranton, NC 27875
Name Phone No.
Address
g. A list of previous state or federal permits issued for work on the project tract. Include permit numbers, permittee, and issuing dates.
CAMA General Permit, Akin, number/date unknown.
h. Signed consultant or agent authorization form, if applicable.
L Welland delineation, if necessary.
j. A signed AEC hazard notice for projects in oceanfront and inlet areas. (Must be signed by property owner)
k. A statement of compliance with the N.C. Environmental Policy Act (N.C.G.S. 113A 1-10). if necessary. If the project involves expenditure
of public funds or use of public lands, attach a statement documenting compliance with the North Carolina Environmental Policy Act.
1 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 160 Print Name —Land Management Group, Inc. Agent
Signature
Please indicate application attachments pertaining to your proposed project. II DCM
®DCM MP-2 Excavation and Fill Information ❑DCCM MP-5Bridges and Culverl�
®DCM i Upland Development RE C I 'JUL 6 8 Z016
®DCM MP-4 Structures Information I
AUG 2 2 2016 WARO
252-808.280B .. 1.888-4RZOAS7 ..r vbMr w;nc cogata9mam'aaamam4,ma4

Form DCM MP-2
EXCAVATION and FILL
(Except for bridges and culverts)
Attach this form to Joint Application for CAMA Major Permit, Form DCM MP-1. Be sure to complete all other sections of the Joint
Application that relate to this proposed project. Please include all supplemental information.
Describe below the purpose of proposed excavation and/or fill activities. All values should be given in feet.
Access
Other
Channel
Canal
Boat Basin
Boat Ramp
Rock Groin
Rock
(excluding
(NLW or
Breakwater
shoreline
NWL)
stabilization
Length
N/A
N/A
74'
49 to 60'
WA
N/A
N/A
Width
N/A
WA
15'to30'
16
WA
N/A
WA
Avg. Existing
WA
N/A
+1' to +2'
+1' NWL
NA
NA
N/A
Depth
NWL
Final Project
N/A
N/A
-2.4' NWL
-2.4' NWL
NA
NA
N/A
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. Loam; sandy loam within upland along man-made cant
Minimal excavation along existing shoreline to connect proposed
basin to canal.
(i) Does the area to be excavated include coastal wetlandstmarsh
(CW), submerged aquatic vegetation (SAV), shell bottom (SB),
or other wetlands (WL)? If any boxes are checked, provide the
number of square feet affected.
OCW 51 saft ❑SAV ❑SB
CIVIL _ ❑None
(ii) Describe the purpose of the excavation in these areas:
The upland basin for the proposed ramp has been located at the
point on the shoreline with the least amount of coastal marsh
fringe. Alternate locations with no coastal marsh fringe were not
feasible due to PNA mapping or CREP easements. The
proposed cut would be located at a point where coastal marsh
fringe is approximately 5' in width. Also see project narrative.
2. DISPOSAL OF EXCAVATED MATERIAL
a. Location of disposal area.
Within upland portion of property now maintained as a
mowed yard (behind existing house and bam).
c. (i) Do you claim title to disposal area?
®Yes ❑No ❑NA
(ii) If no, attach a letter granting permission from the owner.
d. High -ground excavation in cubic yards.
1.632 cy
DCM
RECEIVED OUL 48 2016
AUG 22 2016 WARD
DCM- MHD CITY
❑This section not applicable
b. Dimensions of disposal area.
Approx. 9,80D sqft
d. (i) Will a disposal area be available for future maintenance?
®Yes ❑No ❑NA
(ii) If yes, where?
Same as current disposal area.
e. (i) Does the disposal area include any coastal wetlandsimarsh f. (i) Does the disposal include any area in the water?
(CW), submerged aquatic vegetation (SAV), shell bottom (SB), []Yes JEW ❑NA
or other wetlands ML)? If any boxes are checked, provide the number of square feet affected. (ii) If yes, how much water area is affected?
❑CW _ ❑SAV _ []SB N/A
252-808-2808 :: 1-888-4RCOAST u www.nccosstalmanagement.nat revised: 12126/06

Fomi DCM MP-2 (Excavation and Fill, Page 2 od S)
q
OWL _ ®None
(ii) Describe the purpose of disposal in these areas:
N/A
3. SHORELINE STABILIZATION ❑This section not applicable
(If development is a wood groin, use MP-4 — Structures)
a. Type of shoreline stabilization: b. Length: 171'
®Bulkhead ❑Riprep ❑Breakwater/Sill ❑Other Width: 2'
C. Average distance waterward of NHW or NWL: Will be aligned d. Maximum distance waterward of NHW or NWL: 0
along basin cut, which will become NWL.
e. Type of stabilization material:
Vinyl or mod bulkheading, to be finalized with contractor.
g. Number of square feet of fill to be placed below water level.
Bulkhead backfill None Riprap
Breakwater/Sill Other
i. Source of fill material.
N/A
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.
h. Type of fill material.
Backfill behind bulkead will be clean sand, per contractor.
'JUL o s 2016
4. OTHER FILL ACTIVITIES V V &Kkdion 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 (CM,
If yes, submerged aquatic vegetation (SAV), shell bottom (SB), or
(ii) Amount of material to be placed in the water N/A other wetlands (WL)? If any boxes are checked, provide the
number of square feet affected.
(ii) Dimensions of fill area N/A ❑CW _ ❑SAV _ ❑SB
('nr) Purpose of fill OWL 180 soft ❑None
WA (ii) Describe the purpose of the fill in these areas:
To create 12' drive from top of boat ramp to existing dirt access
road from SR1145 (Loop Road).
5. GENERAL
a. How will excavated or fill material be kept on site and erosion
controlled?
Basin cut will be stabilized with bulkheading. During construction,
earthen berm can be left along shoreline and removed after all
other excavation completed and bulkhead/ramp are installed.
c. (i) Will navigational aids be required as a result of the project?
❑Yes ®No ❑NA
(ii) If yes, explain what type and how they will be implemented.
N/A
AUG 2 2 2016
nr KAHD CIT
b. What type of construction equiprIffnrWilfbe used (e.g., draglins,
backhoe, or hydraulic dredge)?
Backhoe; pile driver for bulkhead installation.
d. (i) Will wetlands be crossed in transporting equipment to project
site? [-]Yes ®No ❑NA
(ii) If yes, explain steps that will be taken to avoid or minimize
environmental impacts.
Existing dirt access road off SR 1145 will provide access to
construction site. A portion of that dirt road is jurisdictional
wetland - the maintenance of which is included in this
application.
252-808.2808 ;: I.8884RCOAST :: wwwaliccwatatmanagemeM.net revised: 12/28/06

Form DCM MP-2 (Excavation and Fill, Page 3 o9 3)
(
Date (J
4638 Loop Road, Scranton (Akin)
Project Name
Mr. Jeff Akin
Applicantry' 4f- /nip
Applican ignature
DC,
?JUL 0 8 2016
WARD
RECEIVED
AUG 2 2 2016
DCM- MHD CITA Y
252-808.2808 ;: 1488-4RC®AST :: www.nccoastalmanagornent.nat revised: 12/26/06

6
Form DCM MP-3
UPLAND DEVELOPMENT
(Construction and/or land disturbing activities)
Attach this form to Joint Application for CAMA Major Permit, Form DCM MP-1. Be sure to complete all other sections of the Joint
Application that relate to this proposed project. Please include all supplemental information.
GENERAL UPLAND DEVELOPMENT
a. Type and number of buildings, facilities, units or structures b. Number of lots or parcels.
proposed.
None proposed.
c. Density (give the number of residential unhand the units per
acre).
N/A- no new units proposed.
e. If the proposed project will disturb more than one acre of land, the
Division of Land Resources must receive an erosion and
sedimentation control plan at least 30 days before land -disturbing
activity begins.
(i) If applicable, has a sedimentation and erosion control plan been
submitted to the Division of Land Resources?
❑Yes ®No ❑NA
(ii) If yes, list the date submitted:
g. Give the percentage of the tract within the coastal shoreline AEC to
be covered by impervious and/or built -upon surfaces, such as
pavement, building, rooftops, or to be used for vehicular driveways
or parking.
New road for ramp = less than 290 sq.ft within AEC;
Maintenance of existing road = less than 3,969 sq.ft. within
AEC
Total new impervious in the AEC, less than 1% of total AEC
area on property.
i. Give the percentage of the entire tract to be covered by impervious
and/or buift-upon surfaces, such as pavement, building, rooftops,
or to be used for vehicular driveways or parking.
New road from top of ramp to existing road, less than 1 % of
total tract area. New road area 290 sq.ft., total tract is
approximately 50-acres.
j. Describe proposed method of sewage disposal.
N/A- no new disposal needed.
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).
Two existing parcels with one tax id number (NC PIN 7642-
320-9261).
d. Size of area to be graded, filled, or disturbed including roads,
ditches, etc.
All work including maintenance of existing road and
disposal area = 24,806 sq.ft.
f. List the materials (such as marl, paver stone, asphalt, or concrete)
to be used for impervious surfaces.
Ramp will be concrete, driving surfaces will be dirt.
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
III) If yes, list the date submitted:
DCM
UUL 0 8 2016
WAFT®
RECEIVED
AUG 2 2 2016
DCM- MHD CITY
Have the facilities described in Item (i) received state or local
approval?
❑Yes ENO ❑NA
If yes, attach appropriate documentation.
m. Does the proposed project include an innovative stormwater
design?
❑Yes ENO ❑NA
If yes, attach appropriate documentation.
252-808.28082 :: 1-888-4RCOAST :: www.nccoastslmanegsmrnt.nN rovlsed: 12I26/06

Form DCM MP-3 (Upland Development, Page 2 of 2)
of
No direct discharges to waters of the state exist and none
are proposed.
m. Describe proposed drinking water supply source (e.g., well,
community, public system, etc.)
N/A - none needed for proposed work.
o. When was the lot(s) platted and recorded?
��17.�J1G
Date
4638 Loop Road, Scranton (Akin)
Project Name
Mr. Jeff Akin
Applicant Name x
Applicant Signature
n. (i) Will water W 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
DCM
'JUL 0 8 Z016
WAR(
RECEIVED
AUG 2 2 Z016
DCM- MHD CITY
252-808-2808 ;: 5.888-4RCOAST :: www.neeoastalmanagemsnt.net ►ovlaod: 12126/06

G
Form DCM MP-4
STRUCTURES
(Construction within Public Trust Areas)
Attach this form to Joint Application for CAMA Major Permit, Form DCM MP-1. Be sure to complete all other sections of the Joint
Application that relate to this proposed project. Please include all supplemental information.
1. DOCKING FACILITY/MARINA CHARACTERISTICS
a. (i) Is the docking facility/marina:
❑Commercial ❑Public/Government ®Private/Community
❑This section not applicable
b. (i) 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 fixed pier along boat ramo If yes:
(III) Length 32' (ii) Number
(iv) Width 4' (Ili) Length _
(v) Floating ❑Yes ®No IN) Width _
(v) Floating []Yes ❑No
e. (i) Are Platforms included? []Yes ®No f. (i) Are Boatlifts included? []Yes ®No
If yes: If yes:
(ii) Number (ii) Number
(Ili) Length (iii) Length
(iv) Width (iv) Width
(v) Floating ❑Yes []No
Note: Roofed areas are calculated from dnpline dimensions.
g. (i) Number of slips proposed h. Check all the types of services to be provided.
2- one at fixed pier alongside ramp, one parallel to ❑ Full service, including travel lift and/or rail, repair or
bulkhead upstream side of ramp. maintenance service
(ii) Number of slips existing D CM ® (I Dockage, fuel, and marine supplies
None Dockage ("wet slips") only, number of slips: 2
❑ Dry storage; number of boats:
JUL 08 wis ® Boat ramp(s); number of boat ramps: 1-private use only
❑ Other, please describe:
WARD
i. Check the proposed type of siting: j. Describe the typical boats to be served (e.g., open runabout,
❑ Land cut and access channel charter boats, sail boats, mixed types).
❑Open water; dredging for basin and/or channel small recreational runabouts
[]Open water; no dredging required
1®
®Other; please describe:
Land cut only JUL li c
k. Typical boat length: 17' to 20' W AkQ I. (1) Will the facility be open to the general public?
❑Yes ®No
m. (i) Will the facility have tie pilings? RECEIVED
❑Yes ®No
(ii) If yes number of tie pilings?
AUG 2 2 2016
nrm- MHD C:: "'Y
252.808-2808 :: 1-888-4RCOAST :; www.nccoastalmananement.ne_t revised: 12/27/06

Form DCM MP-4 (Structures, Page 2 of 4)
2. DOCKING FACILITY/MARINA OPERATIONS ®This secfion not applicable
a. Check each of the following sanitary facilities that will be included in the proposed project.
❑ Office Toilets
❑ Toilets for patrons; Number: _; Location:
❑ Showers
❑ Boatholding tank pumpout; Give type and location:
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? CM
1
e. (i) Give the location and number of "No Sewage Discharge" signs proposed. WAR
/� �]
(ii) Give the location and number of "Pumpout Available" signs proposed. vY /'"j j�
f. Describe the special design, if applicable, for containing industrial type pollutants, such as paint, sandblasting waste and petroleum products.
g. Where will residue from vessel maintenance be disposed of?
h. Give the number of channel markers and "No Wake" signs proposed.
1. 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?
RECEIVED
1. If this project is an expansion of an existing marina, what types of services are currently provided?
AUG 2 2 2016
m. Is the marina/docking facility proposed within a primary or secondary nursery area? DCM - M I I D C 0 TY
❑Yes ❑No
252-808-2808 :: 1.888.4RCOAST :: www.ncconstalmanaaement.rwt revised: 12/27/06

For DCM MP-4 (Sjuuciuves, Page 3 of 4)
n. Is the marina/docking facility proposed within or adjacent to any shellfish harvesting area?
[]Yes []No
o. Is the marina/docking facility proposed within or adjacent to coastal wetlands/marsh (CW), submerged aquatic vegetation (SAV), shell bottom
(SB), or other wetlands (WL)? If any boxes are checked, provide the number of square feet affected.
❑CW ❑SAV ❑SB
OWL ❑None
p. Is the proposed marina/docking facility located within or within close proximity to any shellfish leases? []Yes ❑No
If yes, give the name and address of the leaseholder(s), and give the proximity to the lease.
3. BOATHOUSE (including covered lifts) ®This section not applicable
a. (1) Is the boathouse structure(s):
❑Commercial ❑Public/Government ❑Private/Community
(ii) Number _
(iii) Length
IN) Width
Note: Roofed areas are calculated from dripline dimensions.
4. GROIN (e.g., wood, sheelpile, 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, sheelpile, etc.) ®This section not applicable
a. Length _ b. Average distance from NHW. NWL, or wetlands
c. Maximum distance beyond NHW, NWL or wetlands
6. MOORING PILINGS and BUOYS ❑This section not applicable
a. Is the structure(s): b• Number 2 mooring pilings along bulkhead upstream of
[]Commercial ❑PubliciGovernment ®Private/Community raMD
C. Distance to be placed beyond shoreline 0=1' d. Description of buoy (color, inscription, size, anchor, etc.)
Note: This should be measured from marsh edge, ifpresent. No buoys- only mooring pilings (6" to 8" diametdr)
DC
e. Arc of the swing N/A
JUL Qs 2016 RECEN
7. GENERAL WARD AUG 2 2 2016
DCM- NIND CITY
252-808-2808:: 1-888.4RCOASY:: wvvw.neoonstaimanogement.nat revised: 12/27/06

F®rirni 0CM MP-4 (Structures, Page 4 of 4)
a. Proximity of structure(s) to adjacent riparian property lines
— 248 feet from proposed basin to canal's intersection with
SR 1145 (Loop Road).
Note: For buoy or mooring piling, use arc of swing including length
of vessel.
Width of water body
Existing canal at proposed basin location is approximately
30' wide (No new structures are proposed within existing
canal All structures will be placed in proposed upland cut).
e. (i) Will navigational aids be required as a result of the project?
❑Yes ENo ❑NA
(ii) If yes, explain what type and how they will be implemented.
b. Proximity of structure(s) to adjacent docking facilities.
Proposed basin will be approximately 140' downstream
from existing man-made basin/dock.
d. Water depth at watenvard end of structure at NLW or NWL
Ex depths in canal at proposed basin are -2.4' NWL
depths increase to -3 0 NWL approximately 140 feet
downstream.
8.OTHER ❑This section not applicable
a. Give complete description:
,746
Date
4638 Loop Road, Scranton (Akin)
Project Name
Mr. Jeff Akin
Applicant Name
/,�i/��' agee'.
App i Signature
D0
rJU` 4A ZA RECEIVED
AUG 2 2 2016
WA�� DCM- R�ws:i r
252-806-2808 :: 1.888ARCOAST :: www.necoestalmanawment.net revised: 12/27/06

DCM Coordinator:
p(+/CS
Permit #:
Permitee:
Agents: ,
MAILING DISTRIBUTION SHEET
Uif; y ti t y. fit
DCM Field Offices WI "15 ^ /V C 2 •F-y03
Elizabeth City,/ (with revised work plan drawings)
Morehead City
Washington
Wilmington
US ACOE Offices:
Washington: Raleigh Blandl/
Josh Pelletier
William Westcott (NC DOT)
Bill Biddlecome (NC DOT)
Wilmington: Tyler Crumbley
Liz Hair
Cultural Resources: Renee Gledhill -Early or ([e-mail])
Public Water Supply:
Heidi Cox (WIRO)
Joey White (WARO)I/
Marine Fisheries:
Shane Staples✓
Gregg Bodnar
NC DOT:
Ben Hughest/
Jenkins
Shellfish Sanitation:
Shannon
State Property:
Tim Walton ✓
/
Water Quality:
Karen Higgins (Raleigh)✓
John Hennessy (NC DOT)
Washington:
Anthony Scarbraugh-401(,/1�
Wilmington:
Robb Mairs — 401
Chad Coburn - 401
DEMLR:
V
Washington:
Scott Vinson - Stormwater
Wilmington:
Georgette Scott - Stormwater
Wildlife Resources:
Maria Dunn ,V
LPO:
Fax Distribution: Permitee
Agent #:_

Coastal Management
ENVIRONMENTAL QUALITY
December 22, 2016
Jeff Akin
11308 Brass Kettle Rd.
Raleigh, N.C. 27614
Dear Sir or Madam:
PAT MCCRORY
Gomm.,
DONALD R. VAN DER VAART
Se( relmy
BRAXTON DAVIS
Director
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, (919) 733-
2698 within twenty (20) days of this decision on your permit. You should also be aware that another qualified
party may submit an objection to the issuance of this permit within twenty (20) days.
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.
Enclosure
Sincerely,
Douglas V. Huggett
Major Permits Manager
N.C. Division of Coastal Management
Slate of North Carolina I Environmental Quality I Coastal Management
400 Commerce Avenue I Morehead City, NC 28557
252-808-2808 T

9
DIVISION OF COASTAL MANAGEMENT
APPLICATION TRANSMITTAL AND PROCESSING RECORD
1) APPLICANT: Jeff Alin County: Hyde
2
LOCATION OF PROJECT: Property located at 4638 Loop Road, adjacenta man made canal off Fortescue
Creek, off of the Pungo River, near Scranton, in Hyde County, North Carolina.
DATE APPLICATION RECEIVED COMPLETE BY FIELD: 27 July 2016
FIELD RECOMMENDATION: Attached: YES To Be Forwarded: NO
CONSISTENCY DETERMINATION: Attached: NO To Be Forwarded: YES
FIELD REPRESENTATIVE: Steve Trowell DISTRICT OFFICE: Washington
DISTRICT MANAGER REVIEW:
DATE RECEIVED BY MAJOR PERMITS UNIT: '8" 11t FEE REC D: S 400.00 (100%)
PUBLIC NOTICE RECD: END OF NOTICE DATE:
ADJ. RIP. PROP NOTICES RECD: DEED RECD:
APPLICATION ASSG DTO:'-jx' gs ON:
C) 75 DAY DEADL 59 DAY DEADLINE:
741 Ci6
MAIL OUT DATE:
FEDERAL DUE DATE:
STATE DUE DATE:
FED COMMENTS RECD:
PERMIT FINAL ACTION: ISSUE DENY DRAFT
AGENCY
DATE
COMMENTS
RETURNED
OBJECTION
S:
YES NO
NOTES
Coastal Management - Regional Representative
WM'li i
Coastal Management - LUP Consistency
Y
rwsi
Division of Community Assistance
h 0 C YYl Pt
Land Quality Section
(o
' e
K
/
n
h D �OI�YVIR UL�
Division of water Quality
Storm Water Management (DWQ)
State Property Office
X
njo t t)" f
Division of Archives & History
S
"If
t
Division of Environmental Health
°I
1
X
h
Division of Highways
Wildlife Resources Commission
l
Local Permit Office
Ll
-up
vtu
BVI
Division of Marine Fisheries
G
X
t,-
2 2 2016
Corps of Engineers
(� ]���
IVI- NAHD CITY

Huggett, Doug
From:
Sent:
To:
Subject:
Jeff Akin SAW 201601717
Murfreesboro SAW 201602201
Holden SAW 201602167
Thanks!
Bland, Raleigh W CIV CESAW CESAD (US)<[e-mail]>
Monday, December 12, 2016 7:17 AM
Huggett, Doug; Pelletier, Josh R CIV CESAW CESAD (US)
RE: checking on the status of a few
PGP 198000291 Your Date
PGP 198000291 Your Date
PGP 198000291 Your Date
-----Original Message -----
From: Huggett, Doug [mailto:[e-mail]]
Sent: Sunday, December 11, 2016 12:18 PM
To: Bland, Raleigh W CIV CESAW CESAD (US) <Raleigh.W.Bland @usace.army.mil>; Pelletier, Josh R CIV CESAW CESAD
(US) <[e-mail]>
Subject: [EXTERNAL] checking on the status of a few
Hey guys, Hope things are going OK
I'm taking some time today to try and get caught up on Courtney's projects. Can you all let me know status of the
following projects (sorry if you already sent something on any of these, but if so can you re -send)
Town of Murfreesboro
Jeff Akin
Charles/Carol Holden
Hertford County
Hyde County
Currituck
Thanks in advance, and if I don't talk to you, Merry Christmas and happy hunting
Doug

Memorandum
To:
Courtney Spears
From:
Steve Trowell
Through:
Jonathan Howell'S�'
Subject:
Major CAMA/Dredge and Fill Permit Application
Date:
5 August 2016
Enclosed is a Major CAMA/Dredge and Fill permit application submitted by Land
Management Group on behalf of Mr. Jeff Akin for development of a small boat basin and boat
ramp on his property located off SR 1145 at 4638 Loop Road on a man made canal off Fortescue
Creek near Scranton in Hyde County, North Carolina. This project was subject of a scoping
meeting in the Washington regional office on 2 September 2015. At that time the applicant was
scoping the construction of the small boat access on a drainage canal that bordered his property on
the west side. During the scoping meeting Mr. Akin was guided to pursue construction of the
access on the drainage canal on the east side of his property due to it being deeper, wider and
already being used for small boat access on the adjoining property.
Staff has reviewed the project against the development standards found in 7H including
7H.0205, .0206, .0207, and specifically 7H.0208(b)(1)(A)-(1) and have found the project to be
consistent. Therefore, staff recommends that the permit be issued with the standard conditions for
excavation, bulkhead, boat ramp and dock construction. The $400 check covering the application
fee has been deposited.
RECEIVED
AUG 2 2 2016
DCM- MHD CITY

PAT MCCRORY 04
Governor
DONALD R. VAN DER VAART
Secretary
Coastal Management
ENVIRONMENTAL OVALITV
TO: Ms. Rachael Love-ADrick
District Planner
Division of Coastal Management
FROM: Courtney Spears Respond to Courtney Spears
Major Permits Processing Coordinator Morehead City Office
Coastal Management Division
400 Commerce Avenue
Morehead City NC 28557
DATE: 18 August 2016
SUBJECT: CAMA Application Review
APPLICANT: Jeff Akin
PROJECT LOCATION: Project site at 4638 Loop Road adjacent a man made canal off Fortescue Creek
off the Pungo River near Scranton, in Hyde County, North Carolina
PROPOSED PROJECT: Applicant proposes to excavate an upland boat basin with a varying width of 15'
to 30' by 74' long, construct a 15' wide boat ramp in the basin with a 4' x 32' launch pier. The perimeter
of the boat basin is to be stabilized with a bulkhead near Scranton in Hyde County, North Carolina.
Please indicate below your position or viewpoint on the proposed project and return this form by 7
September 2016. Please contact Steve Trowell at 252-948-3854, if you have any questions regarding the
proposed project. When appropriate, in depth comments with supporting data are requested.
REPLY This office has no objection to the project as proposed.
W-r cowmEN"ff
This office has no comment on the proposed project.
This office approves of the proposed project only if the recommended changes
are incorporated. See attached.
This office objects to the proposed project for
preasons
described in the attached
Signed Date l Z� lyiJ
RECEIVED
AUG 2 2 2016
!'"Nothing Compares,
S"*fXam CW"- E nmemi,ea:QutiyCmwMangw 1 DCM- MHD CITY
943WwhryNASqmNStaI1 Bihyeq\C2TSS
:1294664SI

PAT MCCRORY "/
DONALD R. VAN DER VAART
Semla'
Coastal Management
ENVIRONMENTAL QUALITY
MEMORANDUM
TO: Courtney Spears, Asst. Major Permits Coordinator
Division of Coastal Management
FROM: Rachel Love-Adrick, District Planner
Division of Coastal Management l,g�
SUBJECT: Major Permit Request by Jeff Akin
DATE: August 29, 2016
BRAXTON DAVIS
Dim to,
Consistency Determination: The request is consistent with/not in conflict with the 2008 Hyde
County CAMA Core Land Use Plan certified by the CRC on March 28, 2008, provided that all
applicable local, state, and federal development guidelines are met.
Project Overview: The project is located at 4638 Loop Rd., near Scranton, Hyde County, North
Carolina. The applicant is proposing to excavate an upland basin with a varying width 15' to 30'
by 74' long, construct a 15' wide boat ramp in the basin with a 4' x 32' launch pier. The perimeter
of the boat basin is to be stabilized with a bulkhead.
The project site is on a 49-acre parcel bounded by Loop Rd. to the north, Fortescue Creek off
the Pungo River to the south and unnamed tributaries off of Fortescue Creek to the east and
west. Existing site improvements include an unoccupied single family home with septic tank and
drain field, a barn and man-made canals. East of the home and adjacent to Loop Rd there is a
Conservation Reserve Enhancement Program (CREP) easement. Vegetation on the easement
consists of woody vegetation (loblolly pine, red cedar wax myrtle, sweet gum, and red bay), relic
spoils adjacent to the canal, and 404 wooded wetlands in the vicinity of the canal. South of the
easement consists of the same wooded vegetation that transitions to a large are of Coastal
Wetland mainly vegetated with black needle rush. There is an unimproved dirt path off of Loop
Rd. that circles the eastern and southern edge of the CREP easement. The first ±200' of the
path is on the uplands on relic spoil material that was generated from the excavation of the
canal. Otherwise the path is in USACOE delineated wetlands through the turn along the
southern boundary for another t100'.
Fortescue Creek and its unnamed tributaries have been designated as Coastal Waters by the
Marine Fisheries Commission, and is a Primary Nursery Area. Fortescue Creek and its
unnamed tributaries have been designated as SA (Market Shellfishing, Salt Water), HOW (High
Quality Waters), and NSW (Nutrient Sensitive Waters) by the Environmental Management
Commission and is closed to shell fishing. AECs involved include: Estuarine Waters (EW),
Public Trust Areas (PTA), Estuarine Shoreline (ES), and PTS (Public Trust Shoreline). A review
-''''Nothing Compares._ .
Slam of Nonh Cuolim I EnvitonmeMal Qulhy I Cmml Maoagemem
400 Commerce Avenue I Morehead City, NC 28557
252.808-28081252-247-3330(fea)

North Carolina Department of Environmental Quality
Division of Coastal Management
MEMORANDUM
Page 2 of 2
of Submerged Aquatic Vegetation (SAV) habitat, and cultural or archaeological resources was
not provided.
The unnamed tributaries east and west of the parcel have been channelized for agricultural
drainage. The channelized tributary on the eastern side of the parcel is the largest being 25' to
30' wide, with water depths ranging from 2' to 3'. At the head of the canal on the adjoining
property (Carawan) there is a basin with a dilapidated boat ramp that serves as a harbor of
refuge for 18' to 20' outboard fishing boats.
Anticipated impacts resulting from this project are expected to include: the conversion of 1,632
11:2 of uplands to open water and result in 51 ft2 loss of fringe Coastal Wetlands. Improvement
to the dirt path will fill in 2,264 ft2 of 404 wetlands. Spoil deposition, bulkhead construction and
improvements to the dirt path will fill 2,264 ft2 of 404 wetlands.
Basis for Determination:
The project site is located in Hyde County as is subject to the 2008 Hyde County CAMA Core
Land Use Plan. The Future Land Use Map (FLUM) designates the land as a "Open
SpaceNacant" and the AECs as "Unbuildable Land", which limits development to 15A NCAC
7H use standards. The proposed project is consistent with the Future Land Use Classifications.
The following LUP policies may be applicable to this request:
P.30, pg. 192: "Residential, commercial, and industrial development which meets 15A NCAC 7H
use standards will be allowed in estuarine shoreline, estuarine water, and public
trust areas. In all other areas, development will be allowed that is consistent with
applicable local, state, and federal regulations."
P.33, pg. 193. "Hyde County supports the use of erosion control structures in estuarine shoreline
areas."
P.47, pg. 194: "Hyde County supports the construction of docks and piers if they are in
compliance with applicable policies of this plan and state/federal regulations".
1.32, pg. 195: Hyde County will rely on the NC Department of Environment and Natural
Resources, Division of Coastal Management to regulate development through the
CAMA permitting process. Also, it will rely on the regulations of other state and
federal agencies with regulatory authority, as well as existing local development
regulations, to mitigate threats to AECs. Schedule: Continuing Activity."
-'"'''Nothing Compares --
State of North Carolina I Environmental Quality I Coastal Manapmem
400 Commerce Avenue I Morehead City. NC 28557
252-808-28081252-247-3330(fax)

PAT MCCRORY CS
Governor
DONALD R. VAN DER VAART
Secretary
CoostolManagement
ENV$RONMENTAL OVALITY
WIMr, 1 :: 0II 1u
TO: Mr. Lee Padrick
Division of Community Assistance
FROM: Courtney Spears Respond to Courtney Spears
Major Permits Processing Coordinator Morehead City Office
Coastal Management Division
400 Commerce Avenue
Morehead City NC 28557
DATE: 18 August 2016
SUBJECT: CAMA Application Review
APPLICANT: Jeff Akin
PROJECT LOCATION: Project site at 4638 Loop Road adjacent a man made canal off Fortescue Creek
off the Pungo River near Scranton, in Hyde County, North Carolina
PROPOSED PROJECT: Applicant proposes to excavate an upland boat basin with a varying width of 15'
to 30' by 74' long, construct a 15' wide boat ramp in the basin with a 4' x 32' launch pier. The perimeter
of the boat basin is to be stabilized with a bulkhead near Scranton in Hyde County, North Carolina.
Please indicate below your position or viewpoint on the proposed project and return this form by 7
September 2016. Please contact Steve Trowell at 252-948-3854, if you have any questions regarding the
proposed project. When appropriate, in depth comments with supporting data are requested.
REPLY This office has no objection to the project as proposed.
l/ This office has no comment on the proposed project.
This office approves of the proposed project only if the recommended changes
are incorporated. See attached.
This office objects to the proposed project for reasons described in the attached
comments.
Signed � �.l Date p — -2 ti —/ to
RECEIVED
AUG 2 9 2016
!''Nothing Compares
DCM- MHD CITY
9+l R'»Mq»n5a>t»r \fay R10,m5eN$,\t:'SN
:l: 9+66rf1

PAT MCCRORY
Governor
DONALD R. VAN DER VAART
Secretary
Coastal Management
ENVIRONMENTAL OVALITV
MEMORANDUM
TO: Mr. Richard Peed
DEMLR Land Quality
943 Washington Sq. Mall
FROM: Courtney Spears Respond to Courtney Spears
Major Permits Processing Coordinator Morehead City Office
Coastal Management Division
400 Commerce Avenue
Morehead City NC 28557
DATE: 18 August 2016
SUBJECT: CAMA Application Review
APPLICANT: Jeff Akin
PROJECT LOCATION: Project site at 4638 Loop Road adjacent a man made canal off Fortescue Creek
off the Pungo River near Scranton, in Hyde County, North Carolina
PROPOSED PROJECT: Applicant proposes to excavate an upland boat basin with a varying width of 15'
to 30' by 74' long, construct a 15' wide boat ramp in the basin with a 4' x 32' launch pier. The perimeter
of the boat basin is to be stabilized with a bulkhead near Scranton in Hyde County, North Carolina.
Please indicate below your position or viewpoint on the proposed project and return this form by 7
September 2016. Please contact Steve Trowell at 252-948-3854, if you have any questions regarding the
proposed project. 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 proposed project only if the recommended changes
are incorporated. See attached.
This office objects to the proposed project for reasons described in the attached
comments.
Signed Date
RECEIVED
OCT 20 2016 AUG
1�NcbCW-oMHDSC1TY L
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9i)R'o7rrwe39v�A4L.0.i�Mrea.AC: ES N��___
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J

Coastal Management
ENVIRONMENTAL OVALITY
MEMORANDUM
TO: Mr. Tim Walton
Director
State Property Office
FROM: Courtney Spears
Major Permits Processing Coordinator
Coastal Management Division
400 Commerce Avenue
Morehead City NC 28557
DATE: 18 August 2016
SUBJECT: CAMA Application Review
APPLICANT: Jeff Akin
PAT MCCRORY
RECEIVED
AUG 222016
DOA
STATE PROPERTY
OFFICE
Respond to Courtney Spears
Morehead City Office
PROJECT LOCATION: Project site at 4638 Loop Road adjacent a man made canal off Fortescue Creek
off the Pungo River near Scranton, in Hyde County, North Carolina
PROPOSED PROJECT: Applicant proposes to excavate an upland boat basin with a varying width of 15'
to 30' by 74' long, construct a 15' wide boat ramp in the basin with a 4' x 32' launch pier. The perimeter
of the boat basin is to be stabilized with a bulkhead near Scranton in Hyde County, North Carolina.
Governor
Secretary
Please indicate below your position or viewpoint on the proposed project and return this form by 7
September 2016. Please contact Steve Trowell at 252-948-3854, if you have any questions regarding the
proposed project_ When appropriate, in depth comments with supporting data are requested.
REPLY % This office has no objection to the project as proposed.
JW 5y This office has no comment on the proposed project.
1kt` This office approves of the proposed project only if the recommended changes
t� a A, are incorporated. See attached.
P" bThis office objects to the proposed project for reasons described in the attached
comments.
Signed lib Cr, Date
RECEIVED
SEP 14 2016
-"Nothing Compares'%
:v. aAG.Nimifaiimmm"QuEw!CiOINE.E. DCM- MHD CITY
943 Wwbirq Sqy %tall I Al,ssysti\C 2760
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7
L
AUG 2 2 2016
MEMORANDUM
TO: Ms. Renee Gledhill -Early
NC Department of Cultural. Resources
Archives & History Building .
PAT MCCRORY j
Governor (�
DONALD R. VAN DER VAART
Secretary
i� I�-1498
FROM: Courtney Spears Respond to Courtney Spears
Major Permits Processing Coordinator 'Morehead City Office
Coastal Management Division
400 Commerce Avenue
Morehead City NC 28557
DATE: 18 August 2016 2I�(14
SUBJECT: CAMA Application Review
APPLICANT: Jeff Akin ,
PROJECT LOCATION: Project site at 4638 Loop Road adjacent a man made canal off Fortescue Creek
offthe Pungo River near Scranton, in Hyde County, North Carolina
PROPOSED PROJECT: Applicant proposes to excavate an upland boat basin with a varying width of 15'
to 30' by 74' long, construct a 15' wide boat ramp in the basin with a 4' x 32' launch pier. The perimeter
of the boat basin is to be stabilized with a bulkhead near Scranton in Hyde County, North Carolina.
Please indicate below your position or viewpoint on the proposed project and return this form by 7
September 2016. Please contact Steve Trowell at 252-948-3854, if you have any questions regarding the
{ proposed project. When appropriate, in depth comments with supporting data are requested.
f
REPLY This office has no objection to the project as proposed.
i
This office has no comment on the proposed project.
This office approves of the proposed project only if the recommended -changes
are incorporated. See attached.
This office objects to the proposed project for reasons described in the attached
j{ ocomments. (�
Signed IC�\ Date
i
I
i
-�Nothing Compares
S �v oi:+:r::Cuuis:tl=nr�sna>reta". y.YJ�Y'°CCW aY!:1Lrf1$<rwrrd AUG 2 3 M6

PAT MCCRORY 4r
r V
Governor
NALD R VAN DER VAART
G 2 3 2016 Secretary
Coastal Mana ementENVIRONMENTAL QUALITY itation c:;5" ati0nal
MEMORANDUM
TO: Mr. Shannon Jenkins
NCDENR
Division of Environmental Health
FROM: Courtney Spears Respond to Courtney Spears
Major Permits Processing Coordinator Morehead City Office
Coastal Management Division
400 Commerce Avenue
Morehead City NC 28557
DATE: 18 August 2016
SUBJECT: CAMA Application Review
APPLICANT: Jeff Akin
PROJECT LOCATION: Project site at 4638 Loop Road adjacent a man made canal off Fortescue Creek
off the Pungo River near Scranton, in Hyde County, North Carolina
PROPOSED PROJECT: Applicant proposes to excavate an upland boat basin with a varying width of 15'
to 30' by 74' long, construct a 15' wide boat ramp in the basin with a 4' x 32' launch pier. The perimeter
of the boat basin is to be stabilized with a bulkhead near Scranton in Hyde County, North Carolina.
Please indicate below your position or viewpoint on the proposed project and return this form by 7
September 2016. Please contact Steve Trowell at 252-948-3854, if you have any questions regarding the
proposed project. 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 proposed project only if the recommended changes
are incorporated. See attached.
This office objects to the proposed project for reasons described in the attached
comments.
Signed s.�, Date_� Z9 lte
RECEIVED
!� Nothing Compares'' AUG 3 12016
S nw el�elA CrdmE: Fa.i�eeereul AE1�b: Coa�tall \VmE«ant
ASS R'ulleeee Soaw �40 ; RjebvlSba,�C :'139
'`'946643
1
DCM- MHD CITY

Coastal Management
ENVIRONMENTAL OUALITY
t-_1-0e.13.01
tit NUMOMX ut Ju
TO: Mrs. Maria Dunn
NC Wildlife Resources Commission
FROM: Courtney Spears
Major Permits Processing Coordinator
Coastal Management Division
400 Commerce Avenue
Morehead City NC 28557
DATE: 18 August 2016
SUBJECT: CAMA Application Review
APPLICANT: Jeff Akin
PAT MCCRORY �y
Governor VJ
DONALD R. VAN DER VAART
Secretary
RECEIVED
SEP < 6 2016
DCM- &,A : '�`BTY
Respond to Courtney Spears
Morehead City Office
PROJECT LOCATION: Project site at 4638 Loop Road adjacent a man made canal off
off the Pungo River near Scranton, in Hyde County, North Carolina
rZf�t��:.�.
AVC 2U,
RECEIVED
01 tat
^tQtaitttt
PROPOSED PROJECT: Applicant proposes to excavate an upland boat basin with a varying width of 15'
to 30' by 74' long, construct a 15' wide boat ramp in the basin with a 4' x 32' launch pier. The perimeter
of the boat basin is to be stabilized with a bulkhead near Scranton in Hyde County, North Carolina.
Please indicate below your position or viewpoint on the proposed project and return this form by 7
September 2016. Please contact Steve Trowell at 252-948-3854, if you have any questions regarding the
proposed project. 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 proposed project only if the recommended changes
are incorporated. See attached.
This office objects to the proposed project for reasons described in the attached
comments.
Signed Date Or- 1�-PI(If
Nothing Compares
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PAT MCCRORY„
Governor
DONALD R. VAN DER VAART
Secretary
Coastal Management
ENVIRONMENTAL OUALIrr
MEMORANDUM
TO: Jerry Hardison
Hyde County Building Inspector
FROM: Courtney Spears
Major Permits Processing Coordinator
Coastal Management Division
400 Commerce Avenue
Morehead City NC 28557
DATE: 18 August 2016
SUBJECT: CAMA Application Review
APPLICANT: Jeff Akin
Respond to Courtney Spears
Morehead City Office
PROJECT LOCATION: Project site at 4638 Loop Road adjacent a man made canal off Fortescue Creek
off the Pungo River near Scranton, in Hyde County, North Carolina
PROPOSED PROJECT: Applicant proposes to excavate an upland boat basin with a varying width of 15'
to 30' by 74' long, construct a 15' wide boat ramp in the basin with a 4' x 32' launch pier. The perimeter
of the boat basin is to be stabilized with a bulkhead near Scranton in Hyde County, North Carolina.
Please indicate below your position or viewpoint on the proposed project and return this form by 7
September 2016. Please contact Steve Trowell at 252-948-3854, if you have any questions regarding the
proposed project. When appropriate, in depth comments with supporting data are requested.
REPLY l//This office has no objection to the project as proposed.
This office has no comment on the proposed project.
This office approves of the proposed project only if the recommended changes
are incorporated. See attached.
This office objects to the proposed project for reasons described in the attached
co ants.
Signed Date i ^ ZZ— ' 1 co
RECEIVED
Nothing Compares SEP 0 2 2016
saron%W& CW&" I zft" o al QuAly: Cmel\Saagamaet
sasn„n.r„esda..wn a;.n.0mNC.730 DCM- MHD CITY
r. sae earl

{:rx, star ,Yrav:ocl,rrrca,tr
01-A rpue4E„T AL 00AU�'�'
MEMORANDUM
RECEIVED
AVG 2 g;'
DC►A-Fw1utea
WARD
TO: Mr. Shane Staples
Division of Coastal Management
943 Washington Sq. Mall
PAT MCCRORY
Governor
DONALD R. VAN DER VAART
FROM: Courtney Spears Respond to Courtney Spears
Major Permits Processing Coordinator Morehead City Office
Coastal Management Division
400 Commerce Avenue
Morehead City NC 28557
DATE: 18 August 2016
SUBJECT: CAMA Application Review
APPLICANT: Jeff Akin
PROJECT LOCATION: Project site at 4638 Loop Road adjacent a man made canal off Fortescue Creek
off the Pungo River near Scranton, in Hyde County, North Carolina
PROPOSED PROJECT: Applicant proposes to excavate an upland boat basin with a varying width of 15'
to 30' by 74' long, construct a 15' wide boat ramp in the basin with a 4' x 32' launch pier. The perimeter
of the boat basin is to be stabilized with a bulkhead near Scranton in Hyde County, North Carolina.
Secretary
Please indicate below your position or viewpoint on the proposed project and return this form bycY.^
(S.��tp e`t 08i6;)Please contact Steve Trowell at 252-948-3854, if you have any questions regarding the
proposed project 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 proposed project only if the recommended changes
are incorporated. See attached. • .
This office objects to the proposed project for reasons described in the attached
�c e
Signed
Data
6 CH o:\ah C+rdi,u � Eni? m aa!QaaLib'Cw,al\lar+rnnwi
943 Washigtor, 3gwn W- i ,NC:J8S9
:6:9466461

PAT MCCRORY r�
u.n......
DONALD R. VAN DER VAART
1u'n rcmr
Coastal Management
ENVIRONMENTAL OUALITY
MEMORANDUM:
TO: Courtney Spears, DCM Assistant Major Permit Coordinator
FROM: Shane Staples, DCM Fisheries Resource Specialist
SUBJECT: Jeff Akin
DATE: 9/7/16
BRAXTON DAVIS
u,nrnnr
A North Carolina Division of Coastal Management (DCM) Fisheries Resource Specialist has reviewed the
subject permit application for proposed actions that impact fish and fish habitats. The applicant proposes to
excavate an upland basin in a channelized portion of an unnamed tributary to Fortescue Creek. The proposed
basin with vary in width from 15-30ft x 74ft long and be dug to a depth of -2.4ft NLW. Also proposed is a
graded dirt road, 15ft wide concrete boat ramp, and a Oft x 32ft launch pier. A bulkhead is proposed along
the entire perimeter of the basin to stabilize the bank.
Fortescue Creek and all of its tributaries are classified as Primary Nursery Area (PNA) by the NC Division of
Marine Fisheries (NCDMF). This designation means the habitats in the area are crucial to the larval and
juvenile life stages of estuarine finfish and shellfish. In order to protect these organisms during the season of
peak biological activity from potential negative effects associated with excavation of the upland basin a
moratorium for in -water work is recommended from April 1—September 30.
Contact Shane Staples at [phone] or [e-mail] with further questions or concerns.
Slate of North Carolina I Environmental Quality I CmW Management
400 Commerce Meow I Mombead City, NC 28557
252-808-28081252-247-3330(faa)

Gs
PAT MCCRORY
Governor
DONALD R. VAN DER VAART
Secretary
t'Uasrr;l ii�faarcag:�inr:ui�
CtJVt n: i`aV.,:: r,91 C+�'i:I I,ITJ
MEMORANDUM
TO: Mr. Cliff Whitfield
Public Water Supply Section
NCDENR WARO
FROM: Courtney Spears Respond to Courtney Spears
Major Permits Processing Coordinator Morehead City Office
Coastal Management Division
400 Commerce Avenue
Morehead City NC 28557
DATE: 18 August 2016
SUBJECT: CAMA Application Review
APPLICANT: Jeff Akin
PROJECT LOCATION: Project site at 4638 Loop Road adjacent a man made canal off Fortescue Creek
off the Pungo River near Scranton, in Hyde County, North Carolina
PROPOSED PROJECT: Applicant proposes to excavate an upland boat basin with a varying width of 15'
to 30' by 74' long, construct a 15' wide boat ramp in the basin with a 4' x 32' launch pier. The perimeter
of the boat basin is to be stabilized with it bulkhead near Scranton in Hyde County, North Carolina.
Please indicate below your position or viewpoint on the proposed project and return this form by 7
September 2016. Please contact Steve Trowell at 252-948-3854, if you have any questions regarding the
proposed project. 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.proposed project only if the recommended changes
are incorporated. See attached.
This office objects to the proposed project for reasons described in the attached
comments.
Sipped l.�%% �►✓�. Date o a q� aol 6
->'Nothing Cowpares�'K
s n:.ors.,mc,r� :e�.;� n>rw,;;a•c�,:m�aNt+n,��: I RECEIVED AUG 2212016.
9�3 R1tA;r�aensQav� \hL'; RiJsinron,� C :+359
:e:9J964S1

Huqqett, Dou
From: Huggett, Doug
Sent: Sunday, December 11, 2016 12:18 PM
To: Bland, Raleigh W SAW; Pelletier, Josh R SAW
Subject: checking on the status of a few
Hey guys, Hope things are going OK
I'm taking some time today to try and get caught up on Courtney's projects. Can you all let me know status of the
following projects (sorry if you already sent something on any of these, but if so can you re -send)
Town of Murfreesboro Hertford County
Jeff Akin Hyde County
Charles/Carol Holden Currituck
Thanks in advance, and if I don't talk to you, Merry Christmas and happy hunting
Doug

Hug gett, Doug
From: Huggett, Doug
Sent: Sunday, December 11, 2016 12:21 PM
To: Bennett, Ronda ([e-mail])
Subject: Jeff Akin major permit application in Hyde County
Ronda, I believe this permit application is currently on hold in CDIATS. If that is the case, can you take it off hold
effective 11/21/16 and let me know what the new 75 day deadline is?
Thanks
Doug

Environmental
Quality
Mr. Jeff Akin ,
11308 Brass Kettle Road
Raleigh, NC 27614
NOT A CAMA PER IT
November 21, 2016
PAT MCCRORY
Governor
DON_ALD R. VAN DER VAART
Secretary
JAY ZINEVIERMAN
DWR Director
DW R # 2016-0846
Hyde County
Subject: Approval of 401 Water Quality Certification with Additional Conditions
Approval of Tar -Pamlico Riparian Buffer Impacts with Additional Conditions
Jeff Akin Property — 4638 Loop Road, Scranton, NC
Dear Mr. Akin:
You have our approval for the impacts listed below for the purpose described in your application dated
July 1, 2016 and received by the Division of Water Resources (Division) on August 19, 2016. These impacts
are covered by the attached Water Quality General Certification Number 3900, Tar -Pamlico River Riparian
Buffer Rules, and the conditions listed below. This certification is associated with the use of 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. Please note that you should get any other federal, state or local permits before proceeding with your
project, including those, required by (but not limited to) Sediment and Erosion Control, Non -Discharge,
and Water Supply Watershed regulations.
This approval requires you,to follow the conditions listed in the enclosed certification(s) or general
permit and the following additional conditions:
1. The following impacts are hereby approved provided that all of the other specific and
general conditions of the Certification are met. No other impacts are approved,
including incidental impacts. (15A NCAC 02B .0506(b)(c) and 15A NCAC 02B. 0233(8)]
Type of Impact
Amount Approved
(units)
Permanent
Amount Reduced
(units)
Temporary
Plan location/
Reference
Attached
Coastal Wetlands
W-1 (Dredged of Upland. Basin)
0 (acres) "51 ft"'
0 (acres)
Sheet 6 of 7
404 Wetlands
W-2 (Fill for Access Road)
0.05 (acres)
0 (acres)
Sheet 6 of 7
Open Water
OW-1 (Fill for Boat Ramp)
0.01(acres)
0 (acres)
Sheet 6 of 7
OW-2 (Shading for Dock)
0.01(acres)
0 (acres)
Sheet 6 of 7
Buffers -Zone1
Ff tvouuny wntpat csr .....
State of Nordi Carolina I Environmental Quality l Water Resources -Water Quality Regional Operations Section -Washington Regional Office
943 Washington Square Mall, Washington. North Carolina 27889
r

MR. JEFF AKIN
D W R# 2016-0846
401 AND BUFFER APPROVAL
Page 2 of 5
B-1(Dredging of Upland Basin)
1,466 (square feet)
0 (square feet)
Sheet 6 of
7/5upplement D
B-2 (Boat Ramp)
410 (square feet)
0 (square feet)
Supplement C
B-4 (Bulkhead)
0 (square feet)
2,569 (square feet)
Supplement C
Buffers -Zone 2
B-1(Dredging of Upland Basin)
166 (square feet)
0 (square feet)
Sheet 6 of
7/Supplement D
B-3 (Access Road to Boat Ramp)
220 (square feet)
0 (square feet)
Supplement C
B-4 (Bulkhead)
0 (square feet)
25 (square feet)
Supplement C
2. This approval is for the purpose and design described in your application. The plans and
specifications for this project are incorporated by reference as part of the Certification. If
you change your project, you must notify the Division and you may be required to submit a
new application package with the appropriate fee. If the property is sold, the new owner
must be given a copy of this approval letter and General Certification and is responsible for
complying with all conditions. (15A NCAC 02B .0507(d)(2)]
3. Water Quality Certification
The proposed project must comply with all the conditions of the General Water Quality
Certification(s) 3900. (15A NCAC 02B .0507(c)]
Continuing Compliance
4. All mechanized equipment operated near surface waters or wetlands will be regularly
inspected and maintained to prevent contamination of waters and wetlands from fuels,
lubricants, hydraulic fluids or other potential toxic chemicals. In the event of a
hydrocarbon or chemical spill, the permitee/contractor shall immediately contact the
Division of Water Quality, between the hours of 8 am to 5 pm at the Washington Regional
Office at 252.946.6481 and after hours and on weekends call [phone].
Management of such spills shall comply with provisions of the North Carolina Oil Pollution
and Hazardous Substances Control Act. [15A NCAC 02H .0506 (b)(3) and (c)(3), 15A NCAC
02B .0200 (3)(f), and GS 143 Article 21A]
5. Turbidity Standard
The Permittee shall adhere specially to 15A NCAC 02B .0220 Tidal Salt Water Quality for
Class SA Waters (3)(g) pH: shall be normal for waters in the area, which generally shall
range between 6.8 and 8.5 except that swamp waters may have a PH as low as 4.3 if it is
the result of natural conditions; (I) Turbidity: the turbidity in the receiving water shall not
exceed 25 NTU; if turbidity exceeds this level due to natural background conditions, the
existing turbidity level shall not be increased. [15A NCAC 02B .0220]
6. Soills

MR. JEFF AKIN
DWR# 2016.0846
401 AND BUFFER APPROVAL
Page 3 of 5
The permittee shall report to the local DWR Regional Office, within 24 hours, all significant
spills as defined under Section 311 of the Clean Water Act (Ref; 40 CFR 110.10 and CFR
117.21) or section of CERCLA (Ref: 40 CFR 302.4). Additionally, the permittee shall report
spills including: any oil spills of 25 gallons or more and any spill regardless of amount that
causes sheen on surface waters.
Other Conditions
7. Re Opener Clause
Jeff Akin and his authorized agents shall conduct their activities in a manner consistent
with State water quality standards (including any requirements resulting from compliance
with section 303(d) of the Clean Water Act) and any other appropriate requirements of
State law and federal law. Jeff Akin shall require their contractors (and/or agents) to
comply with all of the terms of this Certification, and shall provide each of their
contractors (and/or agents) a copy of this Certification. A copy of this Certification shall
be included in the construction contract and available on the job site at all times. If DWR
determines that such standards or laws are not being met (including the failure to sustain
a designated or achieved use) or that State or federal law is being violated, orthat further
conditions are necessary to assure compliance, DWR may reevaluate and modify this
certification to include conditions appropriate to assure compliance with such standards
and requirements in accordance with 15A NCAC 2H.0507(d). Before modifying the
certification, DWR shall notify the Jeff Akin and the US Army Corps of Engineers, provide
public notice in accordance with 15A NCAC 2H.0503 and provide opportunity for public
hearing in accordance with 15A NCAC 2H.0504. Any new or revised conditions shall be
provided to DWR in writing, shall be provided to the United States Army Corps of
Engineers for reference in any permit issued pursuant to Section 404 of the Clean Water
Act, and shall also become conditions of the 404 Permit for the project.
8. Diffuse Flow
All constructed stormwater conveyance outlets shall be directed and maintained to flow
in a diffuse manner at a non -erosive velocities through the entire protected stream
buffers without re -concentrating. If this is not possible it may be necessary to provide
stormwater facilities that are considered to remove nitrogen and phosphorus.
Additionally, a stormwater management plan for this project shall provided to this Office
before any impacts approved herein are conducted. The plan shall specify all stormwater
discharge points, plan details, and calculations to indicate that diffuse flow through the
protected buffers or nitrogen and phosphorus removal as described above will be
achieved. (15A NCAC 02H .0506(b)(5) and 15A NCAC 02B .0259(5)]
9. The Permittee shall replant the vegetation within temporarily disturbed areas associated
with this project in an "in kind" manner immediately following construction. (Example:
Disturbed areas with pre-existing grassed lawns must be replanted with grass. Disturbed
areas with pre-existing trees or woody vegetation must be replanted with trees and
woody vegetation. Disturbed areas with pre-existing forest vegetation must be replanted
with forest vegetation including at least two different native hardwood tree species at a

MR. J EFF AKIN
DWR# 2016-0846
401 AND BUFFER APPROVAL
Page 4 of 5
density sufficient to provide 260 trees per acre at.maturity. This density can usually be
achieved by planting approximately 360 (11,x 11 spacing) to 538 (9 z 9 spacing) trees per
acre.) Restoration of trees/shrubs%forest . must be completed by'the first subsequent
planting season (November 1 througli Wrch30)., Note, If the tree. plantingsdo not
survive, they will need to be replaced such that the density is sufficlent.to. provlde;320
trees per acre at maturity. [15A°.NCAC 02H :0507 (c),15A NCACO2H.0506 (b)(3); and 15A
NCAC 028 :0259(6)J
10. Upon completion of all work approved within the 401 Water Quality Certification or
applicable Buffer Rules, any subsequent modifications, the applicant is required to return
the attached certificate of completion to the 401 & Buffer Permitting Unit, NC Division of
Water Resources, 1617 Mail Service Center, Raleigh, NC 27699-1650. [15A NCAC 02H
.0507 (c)]
11. The applicant and/or authorized agent shall provide a completed Certificate of
Completion form to the Division within thirty (30) days of project completion (available
at http://13ortal.ncdenr.org/web/wa/swo/ws/401/certsandpermits/apply/forms). [15A
NCAC 02H .0506(b)(5)]
12. This approval and Its conditions are final and binding unless contested. [G.S. 143-215.5]
These Certifications can be contested as provided In Articles 3 and 4 of General Statute 150B 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 http://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 8:00am and 5:00pm, 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 OAH within five (5) business days following the
faxed transmission.
Mailing address for the OAH:
If 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:

I
MR: JEFF AKIN
O W R# 2016-0846
401 AND'BUFFER APPROVAL
Page'5 of 5
Sam H. Hayes, General Counsel
Department of Environmental Quality
1601 Mail Service Center
Raleigh, NC 27699-1601
This letter completes the review of the Division under section 401 of the Clean Water and Tar -Pamlico
Buffer Rules. Please contact Anthony Scarbraugh at 252-948-3924 or [e-mail] if
you have any questions or concerns.
Sincerely,
Robert Tankard, AhonalSupervisor
Water Quality Regional Operations Section
Division of Water Resources, NCDEQ
Enclosures: GC'3900
Certification of Completion
cc: Daniel Govoni, DCM Morehead City Office (via email)
Raleigh Bland, USACE Washington Regulatory Field Office (via email)
Laserfiche
File
Laura Stasavich, Land Management Group, Inc. (via email: [e-mail])
v

CREP Easement Limit
"404 Weiland' Limit
Landward Limit Coastal Marsh
Proposed Bulkhead
Limits of Disturbance
Maintenance Ex Access Road
Upland Area - 1.885sgft
Maintenance Ex Access Road
Welland Area -2,084 sgft
New Road to Ramp Upland Area -110 sgft
Wel Impact-1 BO sgft
Temporary Upland Disturbance
(bulkhead tie back installation) = 2.533 sgft
Temporary Welland Disturbance
(bulkhead tie back Installation) - 61 sgft
Upland Excavation for Basin
Final Depth -2.4' NLW -1,632 sgft
Coastal Marsh Excavation for
Basin -51 sgft
Welland Impact
(180 sgft)
------ Pmpemy and CBEP boundary provided by Buy Legged (eurveym).
Publid, available dale, traducing aural and GIS data. averlald by LMG toC ,erMping cry.
------- eepdn,. eppraxinebarM.. fuM messured by CMG.
Resource bandarles have been GMI&.tW by IMG and approved by NCOCM11aACE
—... __. —..._ BouManes are yyxpxvrare. yh55ncr.s ..
Road Maintenance o
to remain within °
ex mad footprint
'
rr�
i
x pt 6 -2.4' NW2)
x pt (-2.4' NAL)
Existing, Connecting
..' )'f • x pt 2 (-24' NW-) Depth at Proposed Basin
-2.4' NWL
x
1
Coasts[Marsh Impact
51 sgft (fringe width - 5')
x pt (-2.4'NWL) .
m
�c
U
)
0 25 0 100
x pt N5(-3.9 NWL)
Prgepa oats: Revalon Gate:
463E Lacp Raad, Scranton, Hyde Coady, NC 1Q 12016
Mr. JBNNdn(ewnedaPPiiC3ng Style v4ttInber
'no: 1 =Sy 01-1516]
, C/W Malor Permit AooOatun __ _ _._

APPROVED
North Carotlna Environmental REOMMINCDENWDWR
d
Eir. Road in
Management Commission -
Melon of Water Resources prop.2o 2
NOV 2120t6
Uate�� 20 14 _ .-
,
Eit. Road in Prop. Zone 1 % Wetereru
�
Permit tF o U' oY4k - mraoma�r
Operaupro Segdm . .
� - Washln0tmP6pkyielOEm
En. Road in /
Prop. Zone 2
\ i Structures in Riparian Buffer:
Proposed Basin
%
\
-
- /M
n Prepared Bulkhead (Water Dependent) -
r Temporary Disturbance - Bulkhead
t',
.Wi
New Road to Boat Ramp —_ r . 2.594 sq.fL -
(wator N'Wen0 Boat Ramp (Water Dependent)
/ A .410 sq.R 0
Temp
/ '••"r'.• Disturbance New Road to Ramp (Water Dependent)
Bulkhead 220 sq.n.
/r.'•..:'.: •:. 0vamr cepenaane
Boat Ramp 4'r:;`: •. •• Err. Road In Proposed Buffer Expansion
�•\ �` ' `-: `-.: � •.
(wateroependenq =.::'
Zone I = 420 sq.ft. 0
Zone 2 = 556 sq.H. 0
Temp Disturbance
U
Bulkhead (Wale. Legend
Dppondonl) \
\ Landward Limit Coastal Marsh ------ -.
Tar -Pam Buffer Zone 1 ---------
Prop. Ter -Pam Buffer Ta7-Pam Buffer Zane 2 -----------------
Zone 2 Limit \
Prop. Ter -Pam Buffer\
Zone 1 Limit
Coastal Wetland
Limit
3 0
PmpeM end CREP boundaryprovitladMBuyleppon(surveyor). Pmlect Data: Reds .Dak:
PubIWY avenabte deta, IMUCnp aedal end GIS data; wmatd by Wo for DAMA peannnony. LMG 463a loop RoaQ Svenbn, Hyde Wuny, ND- 11/42018 11212mfi
Oeplbs are appodmate a .. field measered by we. - Mr.RMd.svnnu,n.Hyd0Utl Soak: o umber:
_
Peaouma bvundedes bavebean GPSl*m1dby LMGarMappmvadby NDDCMNSACE "'�"" ••"" TYe. 1•=30' Of-iSt6i
Ba. adarseeppnW.,e. Rtlsisnplasunv,. umwbnnwaaw..swn.s GAMAMefmPemul Appfpafkn Drawn BY Saeel:
wvmm�"a^^ara're Tar -Pam Riparian Buffer Impacts LE suppkmentc
mmeaee�aszmm

Huqqett, Dou
From: Scarbraugh, Anthony
Sent: Monday, November 21, 2016 1:28 PM
To: Trowell, Steve; Govoni, Daniel; Huggett, Doug
Subject: FW: Akin CAMA Major Permit Application - Riparian Buffer Mitigation
Attachments: Akin_Supplement_B.pdf; Akin_Supplement_C.pdf; Akin_Supplement_D.pdfAiN0IW
Cnty Recorded Plat.pdf; Deed For CREP easement.pdf
Guys,
This addresses the additional information request.
Anthony
Anthony Scarbraugh
Environmental Senior Specialist
Division of Water Resources — Water Quality Regional Operations
Department of Environmental Quality
252 948 3924 office
[e-mail]
943 Washington Square Mall
Washington, NC 27889
'"Nothing Compares
Email correspondence to and from this address is subject to the
North Carolina Public Records Law and may be disclosed to third parties.
From: Laura Stasavich [mailto:[e-mail]]
Sent: Monday, November 21, 2016 11:38 AM
To: Scarbraugh, Anthony <[e-mail]>
Cc: [e-mail]; 'Joe Lyle' <[e-mail]>
Subject: Akin CAMA Major Permit Application - Riparian Buffer Mitigation
Anthony,
Thank you for your assistance with ensuring the above -referenced project satisfies Tar -Pamlico riparian buffer
requirements.
I have attached three supplemental plans:
0 Supplement B shows existing conditions under the current and future buffer limits.

• Supplement C shows existing and proposed structures within the future buffer.
• Supplement D shows the CREP easement area relative to the future buffer.
With buffer limits off the proposed basin, 420 sq.ft. of the existing access road will be within Zone 1 and 556 sq.ft. will be
in Zone 2. Sited directly landward of the Zone 2 limit is an existing CREP easement which will be maintained in
perpetuity (deed and record plat attached). The location of this conservation easement will provide additional woody
buffer to offset the 976 sq.ft. of road which will be in the future buffer. Although 3.19 acres of conservation area exists,
only a 12' wide area along the project limits would be needed to offset 976 sq.ft. of road. Therefore, the existing CREP
easement located directly landward of the future riparian buffer is offered as on -site buffer mitigation.
Please let me know if you need any additional information. I will also give you a call to follow up.
Thanks,
Laura
Laura Stasavich
Direct: 452-0001 x 1906 1 Fax: [phone] Mobile: [phone]
Email: [e-mail] I Website: www.Imgroup.net
Land Management Group, Inc I Environmental Consultants
3805 Wrightsville Avenue ( Suite 15 1 Wilmington, N.C. 28403

MAG ALL DISTANCES ARE HORZ. GROUND BOOK C PACE 130E 1 misnocu °sr`vsemacl a fled IN US SURVEY FEET. ALL COMPUTATIONS fff p p ppp ( )
193 PC 035L 80�J ARE BY COORDINATE METHOD. .m9se 4III,�IBII �IS yll 111 EUERiTArEwls_SPENCER, HYCECouerY.Nc
S +VD
SITE 1145 11.1,
S )
/4
vr0rnrrY MAP A ro SCALE �T a
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a w,sr . m.
n rc'wvxM®. e,4 •9'.�K� rAi�.vveacr y
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n ___ un.arc Ayf trr_ 9 \'' Er1,II:W."A"
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.Nl=6g='!.n'.,°AIAeb"=,A"4°Hame83 jf,..... _ SCUF
PEVISEB MAP PPEPARED EON CORRECTED ADJOINING OWNER REFERENCES
GRANTOR: WnJ LW V. TAYLOR COMPANY
L£66ETC LAND S VEYINB PA MICEN5E % C-0322)
GRAMM: TRPH AKIN 1528 x L TNY R= WULAM5TOM NC 27e92
OF SM EY: BOUNDARY PLAT Sett: - ... Tn nw "',R. �.TY v u.R
.DE r0A'NSYIP: CURRITUCK SWVEYEO BY. ea/Je/KyP/r TAX MAP i
NOHTN CAMXINA CLOSIOUF 'IN F :�!A(`Y Lja`A'n 'w"° V1ioIl5
.Bm mwii� owiuwuv xunae0r i Mtn[il .✓�imm�,x�it�i V nE OMAXTAL W.

Legend
Landward Limit Coastal Marsh-------
Tar-Pam Buffer Zone 1 ---------
Tar-Pam Buffer Zone -----------------
Project Area
(tor buffer evaluation)
Existing Road in Buffer
Ex. Road
n Buffer
(662 q.ff.)
/
Project Area Limits
ExTar-Pam Buffer `
Zone 2 Limit
' m
` U
Ex. Tar -Pam Buffer
Zone 1 Limit
Coastal Wetland
Limit
Pmperry and CREP bouMary pmvided by Billy tegpab (swrmor).
Publidy available d .fndudirg aerial aM GIs da0 ovenafd by tMG kr CNNA tmemkti,g ody.
Depths arse a,x.Arrate and were fiats rn a. dby WG.
Reaou. MuM eS Five been GPs-lot'a[ad and agr b/ WG aby NCDCMNSPLE
BouMadas are ayponmafe. lz b net a sueey.
Ex. Read
Ex.Tar-Pam Buffer
Zone 2 Limit
- Ex. Tar -Pam Buffer
Zone 1 Limit
Ex Tar -Pam Buffer Zone 1 = 5,642 sq.(t.
Ex. Tar -Pam Buffer Zone 2 = 9,551 sq.tL
Ex. Road in Buffer = 662 sq.ff.
Legend
Landward Limit Coastal Marsh-------
Tar-Pam Buffer Zone 1 — — — — — — — — —
Tar -Pam Buffer Zone 2 -----------------
Project Area
(for buffer evaluation)
Existing Road in Buffer
Proposed Bulkhead
Proposed Excavation
Basin
Ex. Road
in Buffer
(662 sq.ff.)
Prop. Tar -Pam Buffer ----
Zone 2 Limit
Prep. Tar -Pam Buffer
Zone 1 Limit c�
Um
Coastal Wetland �x I
Limit
— Prop. Tar -Pam Buffer
Zone 2 Limit
Prop. Tar -Pam Buffer
Zone 1 Limit
aroject Area Limits
W buffbrfb'a walwtlon)
Prop. Tar -Pam Buffer Zone 1 = 5,907 sq.ff.
(excluding basin)
Prop. Tar -Pam Buffer Zone 2 = 5,105 sq.tL
v

Ex. Road in
Prop. Zone 2
Ex. Road in Prop. Zone 1
j
Ex. Road in
r
Prop. Zone
%
\
%
Structures in Riparian Buffer.
�
Proposed Basin
i
r->
�
Proposed Bulkhead (Water Dependent)
\
Temporary Disturbance -Bulkhead
New Road to Boat Ramp-
'
2,594 sq.ft.
(WalrerDecemen0
Boat Ramp (Water Dependent) 0
" —
-
410 sq.tL
Temp
Disturbance
New Road to Ramp(Water Dependent)
_
Bulkhead
220 sq.fL
n y:
_ e.`�',:;
(Walter Dependent)
Boat Ramp `l'+"<'' -_- :{.�
(Nap, DepeMea)
Ex. Road in Proposed Buffer Expansion
'� 1t •�- �:.
Zone 1 =420 sq.ft.
Zone 2=556 sq.R 0
t
Temp Disturbance
Bulkhead (water -
Legend
Dependent)\
\
i
landward Limit Coastal Marsh
Tar -Pam Buffer Zone 1 ---------
ProTar-Pam Buffer �
P \ `�
Tar -Pam Buffer Zone -----------------
Zone2lim6
\
Prop. Tar -Pam Buffer \
-
Zone 1 limit \
Coastal Weiland
`
i
Limn
p
ft,ry aW CREP bourdary prodded by Billy L lntbury ).
ProjeG pate:
Rerpnn Date:
Publdy avalable dap, indudrg aerial and GIS dam avdeid by LMG rpr CAMA peemitmg ody.
LMG
46M0 p Road, Swanton, Hyde Ceurb. NC 1114=16
11R12o16
Depths are apaotlmap and were feH measured by LAG.
M,.kff kin(ownedappli 2 yap:
r.
Resaucibou eslavebeen GPSxzb lbyWGatla bdby NCDCMNSFCE.
Trip_ 1-=Jo'
of-1S16]
Boundaries ae appro lbws.
CprPemRAppr®twn pa By.
SMt
Tar -Pam Riparian Buffer Impacts
supplwnentC
•wvansiwaamr

leaped an le 2= F L90 b
a Jae Le 3e07ew.
7M u
1L( un HunFb
.' 1noi
7y BOOK 91
PAGE 646
DEED OF CONSERVATION EASEMENT -
Excise Tax S 43.00 Tax ID/Porcel/PIN: 3901-ES-22
NORTH CAROLINA
HYDE COUNTY
Prepared by and After Recording Return to: Daniel W. Guy, Esquire
+� �,,,, f Jp„ r,s Agency Legal Specialist I
MAN 17 2GM N.C. DepL of Environment & Natural Resources
Division of Soil & Water Conservation
1614 Men Service Center
Raleigh, NC Z7699-1614
.THIS DEED OF CONSERVATION EASEMENT ("Conservation Easement"), effective "OftheLzz-
day oF'SAa .. , 200$ and given by SHIR1,EY C. SPENCER, single, acitizen and resident of the County
of Carteret, Stan, u, North Carolina, ANNETTE C. BISHOP and husband, CAROL J. BISHOP, citizens end
residents ofthe County of Wake, State ofNorth Caroline, CLAUDIA C. SMITHWICK single, acitizen and resider
Of the County of Hyde, State of North Carolina, and LINDA C. SHAVER single, a citizen and resident of the
County of Wake, Slate or North Carolina (hereinafter "Grantor" or "Owner'), to the STATE OF NORTH
CAROLINA (hereinafter "Grantee" or "State") by and through the DEPARTMENT OF ENVIRONMENT AND
NATURAL RESOURCES ("DENW );
W ITN CS.SCT If:
WHEREAS, the Stale has established the Conservation Reserve EnhancernentPrograto ("CREP") puratant
to Chapter 113A, Article 16 of the North Carolina General Statutes, for the purposes of acquiring, maintaining,
restoring and enhancing wetland and riparian resources that contribute to the protection and improvement of water
quality, flood prevention, fisheries, wildlife habitat, and recreational opportunities; and,
WHEREAS, the State is authorized by Chapter 121, Article 4 of the North Carolina General Statutes to
acquire conservation easements; and
WHEREAS, Grantor owns in fee simple absolute certain real property lying and being in Currituck
Township, Hyde County, North Carolina (the "Property"), and more particularly described on the attached "Exhibit
A" incorporated by reference as if fully set forth herein; and
W IIEREAS, Grantor and Grantee have agreed to set aside 31.2 acres of the Property (as described herein
below and hereinafter referred to as the "Easement Aree'), for the purpose of creating a conservation easement to
preserve, eahance, restore, and maintain the natural features and resources of the Easement Area, to provide habitat
for native plants and animals, to improve and maintain water quality, and to cuntrol runoff of sediment (hereinafter
the "Conservation Valute').
NOW, THEREFORE, in consideration of the mutual covenants, terms, conditions, and restrictions
hereinafter set forth, Ten Dollars (S 10.00) and other good and valuable consideration provided pursuantto thetemrs
of CREP, the receipt and sufficiency of which are hereby acknowledged, Grantor hereby unconditionally and
irrevocably hereby grants and conveys unto Grantee; its successors and assigns, this Conservation Easement in the

S" 191 PAGE 647
Easement Area, (exclusive of any area known to or later identified as containing hazardous substances orhazardous
wastes) which is more particularly described on the attached "Exhibit B" incorporated by reference as iffullysetforth
herein.
THE FURTHER TERMS AND CONDITIONS OF THE CONSERVATION EASEMENT ARE AS
FOLLOWS:
I. DURATION OF EASEMENT
This Conservation Easement shall remain in effect in perpetuity from the effective date. Itisaneasementin
gross, runs with the land, and is enforceable by Grantee against Grantor, its personal representatives, heirs,
successors, assigns, lessees, agents, and licensees.
Il. rROHIBITED AND RESTRICTED USES AND ACTIVITIES
Any activity on, or use of, the Easement Area inconsistent with the purposes ofthis ConservationEesementis
prohibited. The Easement Area shall be maintained in its natural and open condition and restricted from any
development that would impair or interfore with the Conservation Values.
In addition to the foregoing, the following specific activities are prohibited, restricted, ormserved, astheme
may be, within the Easement Area:
A. PROHIBITED USES AND ACTIVITIES
I. Industrial Uses. All industriatuses are prohibited
2. Residential Uses. All residential uses arc prohibited.
3. Commercial Uses. All commercial uses are prohibited.
4. Agricultural Uses. Agricultural uses are prohibited except for silviculture[ practices as
expressly allowed and described in Sectionsil.B.4. and Ik13,5, herein -below.
5. Dumping. Dumping of soil, trash, ashes, garbage, waste, abandoned vehicles, appliance
or machinery, or other material on the easement area is prohibited.
d. Livestock. There shall be no livestock grazing within the Emement Ares, nor shall be
allowed therein any confined animal facilities.
D. RESTRICTED USES AND ACTIVITIES
L New Construction. '['here shall be no building, facility, mobile home, or other structure
constructed on or placed within the Easement Area, except as necessary for the cleanup or
rernediation of hazardous substances or hazardous wastes on the Property.
2, Signs. No signs shall be permitted within'the Easement Area except interpretative signs `
identifying the Conservation Values of the Easement Area, signs identifying CREP, the
Owner, Gmnlee and/or DENR, and/or signs giving directions or prescribing rules and
regulations for the use of the Easement Area and the Property.
3, Grading, Mineral Use, Excavation, Dredging. There shall be no grading, filling,
excavating, dredging, mining, or drilling; no removal of topsoil, sand, gravel, rock, peat,
minerals, or other materials; and no change in the topography of the land in any manner
except as reasonably necessary for the purpose of alleviating erosion, dispersing sheet Dow

BOOK 191 PAGE 615
maintain water.quality and wetland values, except as necessary for the cleanup oiremedladon
of hazardous material -or hazardous wastes on the Property,
4.. Burning, Cutting, Removal, Grazing or Destruction of Vegetation. Thereshall be no
burning, cutting, removal, grazing or destruction oftrees, shrubs, grasses or other vegetation
(collectively, "Vegetation") within the Easement Area except for: (1) practice establishment)
(2) non-native, invasive or noxious Vegetation; (3) dead, Insect -infested or diseased
Vegetation; (4) trees impeding the flow of the Water Body; (5) removal necessary to protect
rare and endangered species; (6) Vegetation for one crossing for vehicular access to the
remainder of the Property; (7) burning in accordance with the established Conservation Plan
and/or Forest Management Plan. Notwithstanding the previous sentence, the Grantors,
beginning in year 16', may selectively harvest trees more than 50 feet from the watercourse
according to an established fcreury management plan.
Cutting, Haying, Mowing, Seed Harvesting, Grazing, Plowing and Tilling. There shag
be no cutting, haying, mowing, seed harvesting, grazing, use of pesticides, plowing or tilling
within the Easement Area except for: (1) practice establishment; (2) non-native or invasive
grasses or noxious weeds; (3) dead (not dormant), insect -infested or diseased grasses; (4)
removal to protect rare and endangered species; or (5) burning in accordance with the
established Conservation Pion. Whenever mowing is allowed asset forth in this paragraph, it
shall not take place between April 15 and September 15 of my year (or as may be otherwise
determined by the State). Mowing for cosmetic purposes is riot permitted under any
circumstances. Any of the activities described in this section I1.B.5. or in Section H.B.4.
berein-above, must be conducted 1n strict compliance with the Conservation Plan (as defined
herein -below), and in no event may vegetation be cut lower then 6 inches.
111. GRANTOR'S OBLIGATIONS AND WARRANTIES
A. EstnblislmuntofConservntion Practices. The Grantor shall establish and maintain riparian buffers,
grass filter strips, wetlands, or hardwood tree plantings within the Easement Ares and along the protected riparian
resource in accordance with a written conservation plan (the "Conservation Plan"). If the Grantor chooses to
establish a forested practice, the buffer must beconsistent with a forest management plandeveloped for theEasemcrt
Area and approved by a forester registered by the North Carolina State Board'of Registration for Foresters (the
"Forest Management Plan"). The Forest Management Plan shall be prepared In conjunction with the State, the
Natural Resource Conservation Service, and the local Soil end Water Conservation District. All practicesectabgshd
under CREP shall be maintained according to the Conservation Plan and the Forest Management Plan. Acopy ofthe
Conservation Plan shall be kept on file in the office of the local Soil and Water Conservation District.
B. Establishment of Forest Mnnagemenl Plan. Forest management practicasshall be consistent with
the intent of this Easement and the water quality and wildlife habitat purposes of CREP and shall maintain the
effectiveness of the CREP enrollment. Forest management practices shall be in accordance with the Forest
Management Plan. Protection of water quality shall be the primary goal ofthe Forest Management Plan. Ah Forest
Management Plans shall provide for diverse wildlife habitat to the maximum extent practicable, including but not
limited to early successional habitat for activities. Singletree or group selection methods should beusd 0 harvesting
methods. After canopy closure, thinning shall be allowed to an average of25 square feet basal area below the bassi
area recommended in the thinning guide published by the USDA Forest Service. As a general rule, enough trees
should be removed to allow direct sunlight to fall on 50 percent of the forest floor at noon on a bright day.
Subsequent thinning should be considered in order to maintain the tree stand in a productive early successional
wildlife habitat condition. Forest Management Platu will be used during the term of this Easement to regenerate the
next stand of trees by enhancing the natural regeneration. processes, including ecological succession, while
maintaining water quality benefits. Forest management maybe used to remedy adverscsland conditions created by
natural orhuman-induced catastrophes, Forestry activities, including harvesting, must becarried out accordingto all
' - existing Federal, State and local laws, rules, regulations and guidelines, and should be limited to a time of the year
when the water table is low enough that rutting and compaction will not occur to such extent that normal hydrology
is interrupted or soil s[rucnrre clmnged. A copy of the Forest Management Plan shall be kept on file in the office of
the local Soil and Water Conservation District.

BOAC 191 PAGE 649
C. Warranty as to Environmental Conditions. The Grantor warrants that it has no actual knowledge of the
eidstence of any hazardous substances or wastes or the release or threatened release of any hazardous substances or
wastes on the Easement Area, and that no notice of a violation of any state, federal or local environmental law,
ordinance, statute, treaty, decree, rule or regulation has been issued or is pending with respect to the Easement Area.
IV. RIGRToFENT'RY /
The Grantee or the Grantee's designated representatives shall have the right to enter the Property and the
Easement Area at all reasonable times for the purpose of inspecting said Easement Area to determine if Grantor is
complying with the terms, conditions, restrictions. and purposes of this Easement. '
V. ENFORCEMENT AND REMEDIES
A. Enforcing Authority. Grantee or its agents, representatives or designees, shall have the right to
enforce all of the terms of this Easement. In addition, this Easement may only be amended by a written document
that is executed by the Grantor and the Grantee and recorded among the land records of the appropriatejurisdiction.
B. Methodsof Enforcement In the event a violation ofthese terms, conditions, of restrictions is found
to exist, the Grant" may institute a suit to enjoin by ex parte temporary or permanent injunction such violation and
to require the restoration of the Easement Area to its prior condition. Additionally, the parties hereto may agree to
binding mediation before the Soil and Water Conservation Commission of any dispute regarding an alleged violation
of this Easement.
'C. Failure to Enforce. No failure on the part of Grantee to enforce any covenant provision hereofshall
discharge or invalidate such covenant or any other covenant, condition, or provision hereof or affect the right of
Grantee or the State of North Carolina to enforce the same in the event of a subsequent breach or default.
VI. MISCELLANEOUS PROVISIONS
A. EntireAgreement. This instrument sets forth the entire agreement between the parties withrespect
to the Conservation Easement. All prior discussions, negotiations, understandings or agreements relating to the
Conservation Easement are hereby merged into this Easement.
B. Severability. If any provision ofthis Easement is found to be invalid, the remainderof the provisions
of die Easement, and the application of such provision to persons or circumstances other than those as to which it is
found to be invalid, shall not be affected thereby.
C. Gender. The designations Gmntor, Grantee. Owner and Sate as used herein shall
include said parties, their heirs, successors, and assigns, and shall include singular, plural, masculine, feminine, or
neuter gender u required by context.
D. Headings. The headings ofthe various sections of this Conservation Easement have been inserted for
convenience only and shall in no way modify, define, limit or expand the express provisions of this Conservation
Easement.
E. Notices. Any notices shall be sent by registered or certified mail, return receipt requested, to the
parties at their addresses shown below:
If to Grantee, Iflo Owners:
NCDENR Shirley Spencer Linda C. Shaver
Attn: DSWC (CREP) 3200 Crystal Oaks Lane N 730 4604 Millstone Dr.
1614 Mail Service Center Morehead City, NC 28557 Raleigh, NC 27604
Raleigh, NC 27699-1614 Apt. C
4
.., . n w

5= 191 PAGE ISM
Annette C. Bishop Claudia C. Smithwiek
32 Shepherd Street 136 Price Lane
Raleigh, NC 27607 Pinetown, NC 27865
F. Transfer of the Property. Grantor shall notify DENRinwriting ofthe name and street address Of
any party to whom the Easement Area or any part of the Property is to be transferred at or prior to the time spid
transfer is made. Grantor furtheragrees to make any subsequent lease, deed or other legal instrument by which any
interest in the Easement Area or the Property is transferred subject to this Conservation Easement.
G. Quiet Enjoyment. Grantor reserves all rights accruing from ownership of the Easement Area,
including the right to engage in or permit or invite others to engage in all uses of the Easement Area that we not
expressly prohibited or restricted herein and are not inconsistent with the purposes of the Conservation Easement.
Without limiting the generality of the foregoing, Grantor expressly reserves unto itself, its invitees, Boensees,
successors and assigns, the rights of access to and quiet enjoyment of the Easement Area. Grantor further reserves
unto itself, its licensees, invitees, successors and assigns the right to hunt, fish, temporarily camp or make any other
recreational use of the Property that does not impact the Conservation Values ofthe Easement Area or thePropeny;
provided however, that all such activity shall be conducted in accordance with all applicable state and federal laws,
rules and regulations pertaining thereto, existing on the dale hereof or as the same may be amended in the flaunt.
The Grantor also reserves thb right to charge a fee to any persons engaged in such activities on the Property.
ll. Subsequent Liens on Property. No provision of this Easement should be construed as impairing die
ability of Grantor to use the Property as collateral for any subsequent loan, provided that any mortgage or Ban arising
from such a transaction must not be inconsistent with the terms of this Easement and must be subordinate to this
Easement.
L Waste;LnpainnentofTitle; Payment ofTaxes and OlherCharges. Owner shall notdectroy, damage
or impair the Easement Area, allow it to deteriorate, commit waste on the Easement Area or otherwise take any action on
the Property or in the Easement Area in conflict with the terms of the Conservation Plan, the Forest Management Plan or
this Conservation Easement. Owner shall take no action that can impair his title to the Property unless otherwise allowed
by the terms of this Conservation Easement. Owner shall prompdyand reguladypayall taxes, assessments, charges, fines,
and impositions attributable to the Property that can attain priority over this Conservation Easement.
J. Binding Effect. This Easement shall run with the land and be binding on the Grantor hereof, his
heirs, administrators, successors and assigns. .
To HAVE AND TO HOLD the aforesaid rights and easements and all privileges and appurtenances thereto
perpetually unto Grantee for the aforesaid purposes;
AND Grantor covenants that it is seized of said premises in fee and has the right to convey the permanent
easement herein granted; that the same are free and dear ofencumbranoes and that Grantor will warrant and defend
title to the same against the claims of all persons whomsoever, subject to the following permitted exceptions, ifeny,
to wit: Right of Way agreement to Woodstock Electric Membership Corporation recorded in Book 78, Page 354.
Hyde County Registry; Right of way ofS. R. 1145.
IN WITNESS WHEREOF, Grantor has hereunto set his hand and seal, as of the day and year first
above written.

BOW 191 PAGE 651 :
t
Xi.r,(G? r,.�J' Ql (SEAL)
Shirley Cpencer u r7�
Linda C. Shaver
.GjJ27osn:` Bo (SEAL)
A^nnetteC.pBisphop
(SEAL)
Carol J. Bishop
(SEAL)
Claudia C. Smithwick
STATE OF NORTH CAROLINA
COUNTY OF HYDE
I, the undersigned, a Notary Public ofthe aforesaid county and state do heret
personalty appeared LINDA C. SHAVER, Grantor, and after being first duly sworn,
of the foregoing and annexed instrument for the purposes and intents therein express
seal or stamp, this the 1 � day of :1 e4 ,, , 2005
As ���._ My Commission Expires: H -ru -0
Not biic
Stamp/Seal
STATE OF NORTH CAROLINA
COUNTY OF HYDE
1, the undersigned, a Notary Public of the aforesaid county and state do hereby
persotudly appeared CLAUDIA C. SMITHWICR, Grantor, and after being first duly
execution of the foregoing and annexed instrument for the purposes and intents lhereb
and official seal or stamp, this the /fa - day of J A-njj . , 2001.
Ab, , _�,,. % I)A, T,r My Commission Expires:
Notary Public
Stwnp/Seal
6
i
R TI
i

-BOOK 191 PAGE 652
STATE OF NORTH CAROLINA
COUNTY OF WAKE
1, the undersigned. a Notary Public of C44M county, North Carolina do hereby certify that befirrento
this day personally appeared ANETTE C. BISHOP and husband CAROL J. BISHOP, Grantor, and after being first
duly sworn, acknowledged the due execution of the foregoing and annexed spstrument for the purposes andinten!p
thereinexpressed. Witness my hand and official seal.orinariip, this the IL(t5- day ol'Tainvooly 2093
.,MyComrnii;Oonlixpires:,.AESL�
AUG
18
2007
STATE OF t-(041MCU "'1114111U1111-
— -_ DiEEK COUNTY OF MCA
1, the undersigned, a Notary Public of the aforesaid county and state do hereby certify that before me this day
personally appeared SHIRLEY C. SPENCER, Grantor, and after being first duly morn, acknowledged the due
execution ofthi foregoing and annexe@1natrumenjor the purposes and intents therein expressed. Witness my hand
and official seal orstarrip, is the v L �MPr day ofj�200a-
M_yCommission Expires: _Rqq3i=o
Notary Public
Stamp/Seal aoeuavaLLo
y
X
NORTH CAROLINA . HYDE COUNTY
The foregoing certificate of As Do Notary Public of the County of
a A Dildlig
of_&?� - " andofaltboklif. a -1 —
Sir, a w4""__0 t,,P�lf the County of
State .17—A a Not,
gl— County 7a
PuMic the Sd� f ��d of flag�
tngea together with he a Notary Public Of the Notarial
d to be correct. This InstrumentnInstrumentm presented for registrationand
recorded to Beal E,'IaIB
This they PM.
REGLSZER OP DE�pS„�iyde County, North Carolina
by; AseistantlQe�}li
040

I
BOOK 191 PACE 653
EXHIBIT
LEGAL DESCRIPTIONS OF BASE TRACT
PROPERTYOF SHIRLEY C. SPENCER, ANNETTE C. BISHOP,
CLAUDIA C. SMITHWICK AND LINDA C. SHAVER
CURRITUCK TOWNSHIP,
HYDE COUNTY, NORTH CAROLINA
FIRST PARCEL: That certain parcel of land described in a deed from H. W. Mdyette
and wife to lay Carawan, dated January 30, 1939 and of record in the Office of Register
of Deeds of Hyde County, North Carolina, In Book 55 at page 176.
SECOND PARCEL: That certain parcel of land described in a deed from Leo Sawyer
and wife to Jay Carawan. dated June 10. 1940 and of record in the Office of the Register
of Deeds of Hyde County, North Carolina, in Book 59, Page 34.
8

B00lC 191 PAGE 654
EXHIBIT 8
LEGAL DESCRIPTION OF CREP EASEMENT TRACTS
PROPERTY OF SHIRLEY C. SPENCER, ANNETTE C. BISHOP,
CLAUDIA C. SMITHWICK AND LINDA C. SHAVER
CURRITUCK TOWNSHIP
HYDE COUNTY, NOliT11 CAROLINA
BEGINNING at a railroad spike between two culverts In the ceaterline of SR 1145, the said
railroad spike is North 44 a 42' 56" West 1.478.46 feet from a railroad spike in the centerline
intersection of SR 1144 with SR 1145; thence from the said beginning railroad spike South 41'
59' 40-' West 186.12 feet with a canal to a point; thence South 62' 40' 43" West 66.71 feet with
(fie said canal to a point opposite a two foot ditch; thence the following six calls with the said two
foot ditch to points: North 35' 36' 16" West 32.47 feet; South 45' 34' ST' West 48.96 feet;
South W 42' 56" West 40.63 Feet; North 8 V 30' 55" West 10.56 feet; North 62' 11' 52" West
45.62 feet; and North 41' 37' 47" West 85.92; thence North 36' 47' 10" West 270.36 feet with
Ike two foot ditch and then leaving the two foot ditch to an iron pipe; thence North 47' 36' 23"
East 331.19 feet entering another two foot ditch and then to a railroad spike in the centerline of
the said SR 1145; lhehce North 41" 42' 39" West 282.93 feet with the centerline of lire said SR
1145 to a railroad spike; thence North 50' 00' 00" East 2.269.99 feet along the westerly side of
three foot ditch to a buried iron pipe; thence North 50' 00' 00" East 19.00 feet to a point in an
eight foot ditch; thence South 22' 53' 35" East 355.24 feet with the said eight foot ditch and the
Roy Spencer Land to a paint in the turn of the ditch; thence South 47' 15' 55" West 445.51 feet
with a seven foot, ditch end the Roy Spencer land to a point in a,dilch intersection; thence South
480 42' 30" West 1.329.16 feet with the Bald seven foot ditch and the Roy Spencer land to a
point; thence South 48' degrees 49' 22" west with a three foot ditch and the Rupert and Dorothy
Spencer landtoa railroad spike in the centerline of the said SR 1145; thence South 43' 13' 39"
East 135.43 feet with the centerline of the said SR 1145 to the BEGINNING and being
all of that 31.91 Acre tract of land shown on that certain plat entitled "Property of Shirley
Spencer" dated October 1, 2002, prepared by Hood Richardson, P. A. and recorded in
9k,k C,1a„ h e- Skde IDT I Hyde County Registry.
SAVE AND EXCEPT all of that .71 acres subject to a 60' Right of Way. of S. R. 1 145 as shown
on the aforementioned plat. Thus the net acreage being conveyed by this Aeed is 31.2 acres.
TOGETHER WITH the right of ingress, egress and regress over, upon and across the Property
to and from the Easement Area.

3t9 CREPS TRACT
EAST OF i'm
PC C SL 80rj
,. OR 2Oe PG 611
\ OB 1
85 PG 2
Oa Y2 220
Buffer Mitigation Area
(amisanal buffer to offset a tng matl
pmNtletlwiMin CREP easamerd
just IandwaN of buffer unk)
Limit
Ex. Road in
Prop. Zone 2
Ex. Road in
Prop. Zone 1
Properly and CREP boundary provided by Bily tN9et1(surveyor).
PU idy available data, induNrg aerial aw GIs data, overlap by IMG for CAMApovMng only.
Oeplbs are apPoalmate and were Oep moazured by U I
Resource bour ies have bean GPSocated by WG and eppoved by NCOCWUSACE
Baurpades areyipracimae. TNs is note surrey
Ex. Road in
Prop. Zone
Legend
Landward Limit Coastal Marsh
Proposed Bulkhead (Water Dependent)
Tar -Pam Buffer Zone 1
Tar -Pam Buffer Zone 2
Ex. Road in Proposed Buffer Expansion
Zone 1 = 420 sq.ft. -
Zone 2 = 556 sq.ft. 0
CREP Easement Area
(Tar -Pam Buffer Mitigation)
CAMA Major Pv ft AppHcs4
Tar -Pam Riparian Buffer Mitigation
S
0
urarzols
0

DIVISION OF COASTAL MANAGEMENT
FIELD INVESTIGATION REPORT
1. APPLICANT'S NAME: Jeff Akin
2. LOCATION OF PROJECT SITE: Project site is located at 4638 Loop Road adjacent a man made canal off
Fortescue Creek off the Pungo River near Scranton, in Hyde County, North Carolina.
Photo Index - 2006:111-8553; S-16 2000:111-1238; S-16 1995:111-1168; V-9
State Plane Coordinates - X: 2,744,200 Y: 627,300
Pamlico Beach Quad. (lower left comer)
3. INVESTIGATION TYPE: CAMA/Dredge and Fill
4. INVESTIGATIVE PROCEDURE: Dates of Site Visit — 29 March 2016
Was Applicant Present — Yes
PROCESSING PROCEDURE: Application Received — 27 July 2016
Office - Washington
6. SITE DESCRIPTION:
(A) Local Land Use Plan — Hyde County
Land Classification— Rural with Services 0PENfMCV'/Vkhk/f.
(B) AEC(s) Involved: EW, PTA, ES, PTS
(D) Water Dependent: Yes
(D) Intended Use: Private
(E) Wastewater Treatment: Existing - Septic tank and drainfield
Planned - N/A
(F) Type of Structures: Existing — Existing un-occupied single family home, barn, man made canals
Planned — Access road to an upland boat basin and boat ramp.
(G) Estimated Annual Rate of Erosion: Unknown
HABITAT DESCRIPTION: [AREA]
DREDGED FILLED Olm
51 ft2 (Coastal
2,264 ft2 (Access Road
(A) Vegetated Wetlands
Wetlands for Basin)
to Boat Ramp)
300 ft2 (Boat Ramp)
128 ft2 (Shaded)
(B) Non -Vegetated Wetlands
Canal and Basin Bottom
(C) Other
1,632 ft2 (Basin)
14,328 ft2 (Spoil
Uplands
disposal, access road
and basin)
(D) Total Area Disturbed: 18,275 ft2 (0.42 acres) RECEIVED
(E) Primary Nursery Area: Yes
(F) Water Classification: SA HQW NSW AUG 2 2 2016
Open: No
DCM- MHD CITY
8. PROJECT SUMMARY: The applicant proposes to excavate an upland boat basin with a varying width of 15'
to 30' by 74' long, construct a 15' wide boat ramp in the basin with a 4' x 32' launch pier. The perimeter of
the boat basin is to be stabilized with a bulkhead.

Jeff Akin
Canal off Fortescue Creek
Scranton
Hyde County
Project Setting
The 49-acre project site is located off SR 1145 at 4638 Loop Road adjacent Fortescue
Creek off the Pungo River near Scranton in Hyde County, North Carolina. The project site is
bordered on the north by Loop Road, to the west and east by unnamed tributaries off Fortescue
Creek that borders the project site to the south. There is an existing home and storage building
adjacent Loop Road. East of the existing residence and also adjacent Loop Road was once a farm
field that has been taken out of production and enrolled in the Conservation Reserve Enhancement
Program (CREP). The area south of the CREP easement and existing residence is wooded that
transitions to a large area of Coastal Wetland marsh adjacent Fortescue Creek. The CREP easement
has grown up in woody vegetation including loblolly pine, red cedar wax myrtle, sweet gum and
red bay. The wooded area to the south of the easement is vegetated similarly. The Coastal
Wetlands marsh is vegetated mainly with black needle rush. With the exception of the relic spoil
material adjacent the eastern canal, the CREP easement has been delineated as 404 wooded
wetlands in the vicinity of the canal. There is an unimproved dirt path off the Loop road that
circles around the eastern and southern edge of the CREP easement. This unimproved dirt path is
on uplands on relic spoil material generated from the excavation of the canal for the first ±200' off
the Loop Road. Otherwise the unimproved dirt path is in wetlands delineated by the US Army
Corps of Engineers (USACOE) through the turn along the southern boundary for another f100'.
The unnamed tributaries off Fortescue Creek on the east and west side of the project site
have headwaters that have been channelized for agricultural drainage. The channelization/canal
on the east side is the largest being 25' to 30' wide. Water depths in this canal range from 2' to
3'. At the head of this canal is a basin that serves as a harbor of refuge for 18' to 20' outboard
fishing boats. There is also a dilapidated boat ramp in this basin. This basin is on the adjoining
property (Carawan) east of the project site.
Fortescue Creek and the unnamed tributaries on the east and west side of the property are
designated as Coastal Waters by the Marine Fisheries Commission, and Primary Nursery Areas by
the Division of Marine Fisheries. The Environmental Management Commission classifies
Fortescue Creek and its tributaries as SA HQW NSW. This area of Fortescue Ccb.&,� V D
shellfishing.
Project Description
AUG 2 2 2016
The applicant proposes to construct a small boat access in the eastern ccanaNy MkQ-QITY
into the adjacent upland spoil bank a boat basin with a width that varies from 15' to 30' wide by
74' long to a depth of minus 2.4' below the normal water level (NWL). A 15' wide x 20' (below
the NWL) boat ramp is to be constructed in the proposed basin. The basin will be located just
outside the CREP easement where the unimproved dirt path makes a 90 degree turn down the
southern CREP boundary. The basin design will provide "side to" mooring for 2 boats, one

Jeff Akin
Canal off Fortescue Creek
Hyde County
Page Two
adjacent the boat ramp and 4' wide x 32' long launch pier and another space "side to" the bulkhead
in the basin. The entire basin is to stabilized with a wood or vinyl bulkhead. The unimproved dirt
path will require earthen fill in order for it to support vehicular traffic. At this time the applicant
does not propose any surfacing of the dirt path with gravel, etc. The boat ramp is to be constructed
with a concrete pad.
Anticipated Impacts
Excavation of the basin will convert 1,632 ft2 of uplands to open water and result in 51 ftz
loss of fringe Coastal Wetlands. Improvements to the dirt path to support vehicular traffic to the
proposed boat ramp will fill 2,264 ftz of 404 wetlands. Spoil deposition, bulkhead construction
and improvements to the dirt path will disturb 14,328 ft' of uplands. Construction of the basin,
bulkhead and boat ramp will result in some short-term localized turbidity. The project once
completed will increase small boat traffic in the canal and their associated impacts.
Steve Trowell — Washington Regional Office — 4 August 2016
RECEIVED
AUG 2 2 2016
DCM- MHD CITY

4638 Loop Road (Scranton), Hyde County, North Carolina D l.. M
CAMA Major Permit Application
Mr. Jeff Akin — owner/applicant JUL 0 8 2016
Project Narrative
June 20,2016 `. ARO
Proposed Project:
Mr. Jeff Akin proposes to construct a private boat ramp for recreational use on his property located at 4638
Loop Road, Scranton, Hyde County. The property is bounded to the east and west by man-made canals
which connect to Fortescue Creek. A boat ramp is proposed on the eastern canal and would be accessed
from an existing dirt road off the Loop Road (SR 1145). The existing dirt road is located at the property's
eastern boundary along SR 1145 and provides access to the rest of the property around a Farm Service
Agency Conservation Reserve Enhancement Program (CREP) easement. The road is dirt, devoid of
vegetation, and is clearly visible on aerial photography.
The boat ramp is proposed on the eastern canal to minimize potential environmental impacts (discussed in
greater detail below). An existing basin, containing a boat ramp accessed from the adjacent property, exists
on the eastern canal. A commercial fishing boat has moored within the existing basin, establishing a
navigable use in the eastern canal.
In order to keep proposed structures out of the canal and maintain navigation through the canal, a largely
upland basin is requested for siting the ramp. The basin has been sized to allow for a fixed dock along the
ramp, providing access at launch and retrieval and dockage for one boat. A second boat slip parallel to the
basin's bulkhead and upstream of the ramp is also requested. Maintenance of a portion of the dirt access
road, within its existing footprint, is requested. A new 12' wide road is needed to extend from the top of the
ramp to the existing dirt road (an approximate 20' distance).
Scopina and Altemativas Analysis:
The intended recreational use of the property is highly dependent on access to the adjacent waterbodies.
Immediately following purchase of the property, Mr. Akin sought a CAMA Permit for construction of a boat
ramp. A CAMA General Permit was issued for a ramp on the eastern canal across from the existing (off -
property) basin. The intention was to utilize space at the existing basin and minimize environmental impacts
since the shoreline here contained no coastal marsh fringe. However, the approved location was not
feasible due to the CREP easement located along SR 1145 on the eastern half of the property (see
enclosed figures). Shoreline across from the existing basin fell within the CREP easement. Based on the
applicant's correspondence with CREP representatives and language of the CREP easement, any
development (including the boat ramp) is not allowed.
The applicant's preferred location for the boat ramp was not the eastern canal, but the western canal at a
point near SR 1145. The existing house and storage barn are located along this western boundary. The
ability to launch and retrieve boats near the house where parking and storage for trailered boats existed was
preferred. Land Management Group (LMG) made a site visit in July 2015 to map coastal marsh and "404
wetland" fringe, obtain approximate water depths, and evaluate other potential fisheries resources along the
western canal. An area where no coastal marsh fringe existed near SR 1145 was identified as a potential
basin/boat ramp location. A subsequent scoping meeting with NCDEQ and USACE staff was held at the
NCDEQ Washington field office on September 2, 2015. The western canal is mapped as primary nursery
area by the NC Division of Marine Fisheries. Agency comments received during that meeting indicated
existing water depths (ranging between approximately -1.5' NWL and -2.0' NWL), the width of the canal, and
the potential shallow SAV habitat made the western canal less preferable than the eastern canal. The
eastern canal is not mapped as PNA, and contains the existing basin with an established use (RE"I V E D
1
CAMA Major Permit Application, 4638 Loop Road, Scranton, Hyde County AUG 2 2 2016
Project Narrative; June 20, 2106
DCM- MHD CITY

figures). It was recommended that efforts be directed towards seeking approval to place the boat ramp in
the CREP easement (as previously permitted) or to locate the ramp elsewhere on the eastern canal.
The ability to obtain permission for a boat ramp in the CREP easement was determined to be highly
unlikely. On March 29, 2016, LMG met with NCDCM and USACE staff to approve coastal marsh and "404
wetland" limits within a project area on the eastern canal. Immediately downstream of the CREP boundary
along the canal, the shoreline contained little to no coastal marsh along a length wide enough to site a small
basin/ramp. The landward limit of coastal marsh was delineated by NCDCM and averaged five feet in width
at the proposed ramp location. Wetland limits within the project area were field approved by the USACE.
The majority of area landward of the proposed ramp location was determined by the USACE to be upland.
The proposed basin and boat ramp would utilize a location outside the CREP easement where coastal
marsh impacts are minimal and the basin could otherwise be located entirely in upland. The existing access
road from SR 1145, through the CREP easement and to the proposed basin location, was determined to be
partially wetland. Maintenance of the road, within the existing footprint, is proposed to the point of the boat
ramp. The existing curve in the road would allow for trailer backing without a traditional turn -around area
(thus minimizing new "404 wetland" impacts). A small 12' wide new road would extend from the top of the
ramp to the existing road and would require approximately 180 sq.ft. of "404 wetland" fill,
Proposed Structures and Excavation:
The proposed basin would be approximately 1,683 sq.ft. in size and would include approximately 51 sq.ft. of
coastal marsh impact. Estimated excavation volume is 187 cubic yards (cy). Spoil material would be placed
on lawn behind the existing house and barn. There is roughly 9,800 sq.ft. of available space for disposal.
The proposed disposal area was field reviewed and approved as upland by the USACE during their March
29, 2016 site visit.
LMG obtained approximate water depths in the existing canal on March 29, 2016, and the NCDCM provided
a normal water level (NWL) adjustment at that time. Existing water depths at the basin are approximately
-2.4' NWL. Water depths increased to approximately -3.0' NWL within 140' downstream of the proposed
basin. Final depth within the basin would match existing water depths of -2.4' NWL. No maintenance
dredging within the existing canal is requested.
Bulkheading would stabilize the cut (171 Ift). A temporary disturbance area 20' in width behind the bulkhead
is needed for the installation of tie -backs or anchors. Approximately 61 sq.ft. of wetland area is located
within this temporary disturbance area, but will be returned to original grade. With an estimated elevation of
+1' NWL to +2' NWL (NC LIDAR) behind the bulkhead and with the cap of the bulkhead approximately 2'
above ground surface, grading behind the wall will taper back to original grade without additional wetland fill.
A 15' wide by 40' to 60' long concrete ramp is proposed with a 4' wide by 32' long fixed pier. Two moorin
pilings to provide dockage alongside the upstream bulkhead are also proposed. To the extent practicablb M
installation of the bulkheading and ramp can be completed before connection to the canal is opened (by
maintaining an earthen plug along the shore edge) to control erosion during construction. JUL 08 2016
Minimizatlon and Avoidance of Environmental Impacts: t �� �O
Although minimal coastal marsh impact is requested, excavation of an approximately 5' width of mars
fringe is not expected to result in a significant impact or loss of resource. The project attempts to meet the
intent of the CAMA rules by minimizing the overall loss of estuarine and fisheries resources. While a boat
ramp basin could have been sited on the western canal with no coastal marsh impact, the potential impact
to PNA waters and SAV habitat was considered to be a more significant resource loss. A largely upland
basin also complies with the CAMA's preferred siting guidelines (upland basin rather than open water
siting).
RECEIVED
CAMA Major Permit Application, 4638 Loop Road, Scranton, Hyde County AUG 2 2 2016
Project Narrative; June 20, 2106
DCM- MHD CITY

Maintenance of the existing dirt access road will result in approximately 2,084 scift of work in "404 wetland"
However, the area is already a dirt road with no vegetation and compacted soils. Maintenance of the
existing footprint would utilize an already disturbed wetland area with an established use as a road, and
would avoid the need for a new tum-around area.
New, permanent wetland impacts have been calculated to total 231 sq.ft. This total includes a 180 sq.ft.
impact of "404 wetland" to extend access from the top of the ramp to the existing road and 51 sq.ft. of
coastal marsh impact at the basin cut. Given that new, permanent wetland impacts are less than 300 sq.ft.
in total, impacts are thought to be minimal and no mitigation is thought to be necessary.
The proposed work attempts to: (1) avoid dockage along PNA waters, (2) reduce boat traffic in potential
shallow SAV habitat, (3) avoid new structures in public trust waters, (4) utilize a shoreline largely devoid of
marsh fringe, (5) utilize a canal with established boating access, and (6) utilize an existing access road to
minimize new wetland impacts.
D C
XL t8 2016
RECEIVED
AUG 2 2 2016
DCM- MHD CITY
CAMA Major Permit Application, 4638 Loop Road, Scranton, Hyde County
Project Narrative; June 20, 2106

DCM MP-1
APPLICATION for
major Development Permit
(last revised 12127106)
North Carolina DIVISION OF COASTAL MANAGEMENT
1. Primary Applicant/ Landowner Information
Business Name
Project Name (ir applicable)
N/A
4638 Loop Road, Scranton
Applicant 1: First Name
MI
Last Name
Mr. Jeff
Akin
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
11308 Brass Kettle Road
Raleigh
NC
ZIP
Country
Phone No.
FAX No.
27614
USA
919-796-0297 ext.
Street Address (fdifferent from above)
City
State
ZIP
same
Email
[e-mail]
2. Agent/Contractor Information
Business Name
Land Management Group, Inc.
RECEIVED
Agent/ Contractor 1: First Name
MI
Last Name
Laura
Stasavich
AUG 2 2 2016
Agent/ Contractor 2: First Name
MI
Last Name
DCM- MHD CITY
Mailing Address
PO Box
City
State
3805 Wrightsville Avenue, Suite 15
Wilmington
NC
ZIP
Phone No. 1
Phone No. 2
28403
910 - 452 - 0001
ext.
ext.
FAX No.
Contractor #
910-452-0060
Street Address (if different from above)
City
State
ZIP
same
Email
®C M
[e-mail]
<Form coMlnues on back> 'JUL 0 8 2016
WARD
252.808.2808 .. 1-888.4RCOA8T :; www.necoastalmanegement.net

Form DCM MP-1 (Page 2 of 4)
APPLICATION for
Major Development Permit
3. Project Location
County (can be multiple)
Street Address
State Rd. #
Hyde
4638 Loop Road
Subdivision Name
city
State
Zip
N/A
Scranton
NC
27875 -
Lot No.(s) (if many, attach additional page with list)
Phone No.
Two parcels under one tax id number 7642-320-9261.
919 - 659 -1501 ext.
a. In which NC river basin is the project located?
b. Name of body of water nearest to proposed project
Tar -Pamlico
unnamed man-made canal to Fortescue Creek; Fortescue
Creek
c. Is the water body identified in (b) above, natural or manmade?
d. Name the ciosest major water body to the proposed project she.
®Natural ®Manmade []Unknown
Fortescue Creek; Pungo River
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.
Scranton
4. Site Description
a. Total length of shoreline on the tract (ft.)
b. Size of entire tract (sq.ft.)
In excess of 5,000 IR (-5,487 Ift)
49.67: ac
c. Size of individual lot(s)
d. Approximate elevation of tract above NHW (normal high water) or
N/A, I
NWL (normal waterleveo
(If many lot sizes, please attach additional page with a list)
—1' to 2' based on NCDOT Lidar ❑NHW or ®NWL
e. Vegetation on tract
Within project area, pines, sweet gum, red maple, red bay.
f. Man-made features and uses now on tract
Man-made features include unoccupied single family home with septic system and dirt drive; new bam, maintained yard.
Canals which bound property to the west and east are historic, man-made features (connecting to Fortescue Creek). Past
and current use is residential, recreational.
g. Identify and describe the existing land uses adiacent to the proposed project site.
Residential; single family lots. AUG 2 2 2016
h. How does local government zone the tract?
I. Is the proposed project consistent with the applicable zonng
Residential in nature - no zoning
(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 ft involve a []Yes ®No ❑NA
National Register listed or eligible property?
<Form continues on next page> I 'JUL 0 8 2016
252-838-2808 :: 9.888-4RCOAST :: www.nccoastalmanng14m*A*AR0

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.
On -site septic system for existing house.
o. Describe existing drinking water supply source.
Municipal services.
p. Describe existing stone water management or treatment systems.
No man-made treatment systems exist.
5. Activities and Impacts
a.
Will the project be for commercial, public, or private use? ❑Commercial ❑PublictGovemment
®Private/Community
b.
Give a brief description of purpose, use, and daily operations of the project when complete.
The proposed boat ramp will provide access to the adjacent waterbodies for recreational use by the owner and his invited
guests.
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.
Standard construction equipment such as backhoe, dumptruck, and pile driver; good marine construction techniques for
installation of bulkheading and concrete ramp. Concrete ramp can be poured on upland and pushed into place and/or
installed before basin cut is opened to canal (keeping an earthem plug in place along shoreline until after installation of
ramp). Equipment can be stored on upland portions of the property at the existing house and barn if necessary.
d.
List all development activities you propose.
Installation of a private, residential boat ramp for access to Fortescue Creek and adjacent waterbodies. Excavation of an
upland basin for siting the ramp, fixed pier, and dockage of two small (-20') runabouts in a manner that will not block
navigation in the existing man-made canal. Basin cut has been located at the point along the shoreline where coastal marsh
fringe impact is less than 5' in width, for an estimated 51 sq.ft. of coastal marsh impact. Bulkhead stabilization along ramp
and basin cut. A 12' wide road from ramp to existing dirt access road from the Loop Road (SR1145) which will require 180
sq.ft. of wetland impact. Maintenance of existing access road from Loop Road within its existing footprint through an existing
CREP easment.
e.
Are the proposed activities maintenance of an existing project, new work, or both? New
f.
What is the approximate total disturbed land area resulting from the proposed project? 24,806 ®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.
There are no existing direct discharges to waters of the state and none are proposed.
uuL o s Zoos
I.
Will wastewater or stonnwater be discharged into a wetland? ❑Yes []No SNAff
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.
1 -9J
252-808.2808 :. 1.888.4111COAST :: www.nccoastalmanagame - MHD CITY

Form DCM MP-1 (Page 4 of 4)
APPLICATION for
Major Development Permit
<Fonn continues on back>
6. Additionallnformatfon
In addition to Mis 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) - (0 are always applicable to any major development application. Please consult the application
instruction booklet on how to property prepare the required items below.
a. A project narrative.
b. An accurate, dated work plat (including plan view and cross -sectional drawings) drawn to scale. Please give the present status of the
proposed project. Is any portion already complete? If previously authorized work, cleady 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 To the West: Mitchell Gibbs Phone No.
Address 4500 Loop Road, Scranton, NC 27875
Name To the East: Evelyn Carawan Phone No.
Address 4850 Loop Road, Scranton, NC 27875
Name Phone No.
Address
g. A list of previous state or federal permits issued for work on the project tract. Include permit numbers, pernittee, and issuing dates.
CAMA General Permit, Akin, number/date unknown.
h. Signed consultant or agent authorization forth, if applicable.
I. Wetland delineation, if necessary.
j. A signed AEC hazard notice for projects in oceanfront and inlet areas. (Must be signed by property owner)
k. A statement of compliance with the N.C. Environmental Policy Act (N.C.G.S. 113A 1-10), if necessary. If the project involves expenditure
of public funds or use of public lands, attach a statement documenting compliance with the North Carolina Environmental Policy Act.
17. Certification and Permission to Enter on Land
I understand that any permit issued in response to this application will allow only the development described in the application.
The project will be subject to the conditions and restrictions contained in the permit.
I certify that I am authorized to grant, and do in fad grant permission to representatives of state and federal review agencies to
enter on the aforementioned lands in connection with evaluating information related to this permit application ffollo E I V E D
monitoring of the project. t
I further certify that the information provided in this application is truthful to the best of my knowledge.
Date &Ai✓ Print Name _Land Management Group, Inc. Agent AUG 2 2 2016
I
Signatures�ic,' l�lf(r n/c• DCM- MHD CITY
Please indicate application attachments pertaining to your proposed project. { D C M
®DCM MP-2 Excavation and Fill Information ❑DCM MP-5 Bridges and Culve
®DCM MP-3 Upland Development II 'JUL Q 8 20i6
®DCM MP-4 Structures Information
WARD
252.808.2808 :: 1.888-4RCOAST :: www.ncconstalmanagement. net

Form DCM MP-2
EXCAVATION and FILL
(Except for bridges and culverts)
Attach this form to Joint Application for CAMA Major Permit, Form DCM MP-1. Be sure to complete all other sections of the Joint
Application that relate to this proposed project. Please include all supplemental information.
Describe below the purpose of proposed excavation and/or fill activities. All values should be given in feet.
Access
Other
Channel
Canal
Boat Basin
Boat Ramp
Rock Groin
Rock
(excluding
(NLW or
Breakwater
shoreline
NWL)
stabilization
Length
N/A
N/A
74'
40' to 69
N/A
N/A
N/A
Width
N/A
N/A
15'to 30'
15,
N/A
N/A
N/A
Avg. Existing
N/A
N/A
+V to +2'
+1' NWL
NA
NA
N/A
Depth
NWL
Final Project
NIA
N/A
-2.4' NWL
2.4' NWL
NA
NA
L N/A
Depth
1. EXCAVATION
a. Amount of material to be excavated from below NHW or NWL in
cubic yards.
Minimal excavation along existing shoreline to conned proposed
basin to canal.
c. (1) Does the area to be excavated include coastal wetlands/marsh
(CW), submerged aquatic vegetation (SAV), shell bottom (SB),
or other wetlands (WL)? If any boxes are checked, provide the
number of square feet affected.
SCW 51 soft ❑SAV ❑SB
OWL _ ❑None
(ii) Describe the purpose of the excavation in these areas:
The upland basin for the proposed ramp has been located at the
point on the shoreline with the least amount of coastal marsh
fringe. Alternate locations with no coastal marsh fringe were not
feasible due to PNA mapping or CREP easements. The
proposed cut would be located at a point where coastal marsh
fringe is approximately 5' in width. Also see project narrative.
❑This section not applicable
b. Type of material to be excavated.
Loam; sandy loam within upland along man-made cant
d. High -ground excavation in cubic yards.
1,632 cy
RECEIVED DCM
AUG 2 2 2016 (JUG 4 S 2016
DCM- MHD CIT WARD
12. DISPOSAL OF EXCAVATED MATERIAL ❑This section not applicable
a. Location of disposal area.
Within upland portion of property now maintained as a
mowed yard (behind existing house and bam).
a (i) Do you claim title to disposal area?
SYes []No ❑NA
(ii) If no, attach a letter granting permission from the owner.
Dimensions of disposal area.
Approx. 9,800 sgft
d. (i) Will a disposal area be available for future maintenance?
SYes ❑No ❑NA
(ii) If yes, where?
Same as current disposal area.
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 ONo ❑NA
or other wetlands (WL)? If any boxes are checked, provide the
number of square feet affected. (ii) If yes, how much water area is affected?
❑CW _ ❑SAV _ ❑SB WA
252-808-2808 :: 1-888.4RCOAST :: www.nccoastalmanagement.net revised: 12/26/06

Form DCM MP-2 (Excavation and E800, PoEs, 2 rCr 3'
OWL ®None —
(ii) Describe the purpose of disposal in these areas:
N/A
a. Type of shoreline stabilization: b. Length: 171'
®Bulkhead ❑Riprap ❑Breakwater/Sill []Other: Width: 2'
c. Average distance waterward of NHW or NWL: Will be aligned d. Maximum distance waterward of NHW or NWL: 0
along basin cut, which will become NWL.
e. Type of stabilization material: f. (i) Has there been shoreline erosion during preceding 12
Vinyl or wood bulkheading, to be finalized with contractor. months?
[]Yes ®No ❑NA
(ii) If yes, state amount of erosion and source of erasion amount
information.
g. Number of square feet of fill to be placed below water level.
Bulkhead backfill None Riprap
Breakwater/Sill Other
i. Source of fill material.
N/A
h. Type of fill material.
Backfill behind bulkead will be clean sand, per contractor.
F
'JUL a s 2016
r
4. OTHER FILL ACTIVITIES JZQon 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 WA
(iii) Dimensions of fill area N/A
('Iv) Purpose of fill
N/A
5. GENERAL
a. How will excavated or fill material be kept on site and erosion
controlled?
Basin cut will be stabilized with bulkheading. During construction,
earthen berm can be left along shoreline and removed after all
other excavation completed and bulkhead/ramp are installed.
c. (i) Will navigational aids be required as a result of the project?
[]Yes ®No ❑NA
(ii) If yes, explain what type and how they will be implemented.
N/A
submerged aquatic vegetation (SAV), shell bottom (tits), or
other wetlands (WL)? If any boxes are checked, provide the
number of square feet affected.
❑CW _ ❑SAV _ ❑SB
OWL 180 soft ❑None
(ii) Describe the purpose of the fill in these areas:
To create 12' drive from top of boat ramp to existing dirt access
road from SR1145 (Loop Road).
RCnc'r..CD
AUG 2 2 2016
DCM- MHD (
b. What type of construction equipment will be used (e.g., dragline,
backhoe, or hydraulic dredge)?
Badkhos; pile driver for bulkhead installation.
d. (i) Will wetlands be crossed in transporting equipment to project
site? ❑Yes ®No ❑NA
(ii) If yes, explain steps that will be taken to avoid or minimize
environmental impacts.
Existing dirt access road off SR 1145 will provide access to
construction site. A portion of that dirt road is jurisdictional
wetland - the maintenance of which is included in this
application.
252-808-2808 :: 1.888-4RCOAST :: w .necoastelmansgsrrwM.net revised: 12)26/06

Form DCM MP-2 (Excavation and f000, Page 3 of 3)
Date U
4638 Loop Road, Scranton (Akin)
Project Name
Mr. Jeff Akin
Applicant Narr�
f/y///� "
Applcangnature �-
1`i
zo+s RECEIVED
AUG 2 2 2016
DCM- MHD CITY
252-808-2808 :: 1.888-4RC®A31rn w .nccoastalmanagement.net revised: 12126106

Form DCM MP-3
UPLAND DEVELOPMENT
(Construction and/or land disturbing activities)
Attach this form to Joint Application for CAMA Major Permit, Form DCM MP-1. Be sure to complete all other sections of the Joint
Application that relate to this proposed project. Please include all supplemental information.
GENERAL UPLAND DEVELOPMENT
a. Type and number of buildings, facilities, units or structures
proposed.
None proposed.
c. Density (give the number of residential units and the units per
acre).
N/A- no new units proposed.
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.
Ill If applicable, has a sedimentation and erosion control plan been
submitted to the Division of Land Resources?
❑Yes ®No ❑NA
III) 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.
New road for ramp = less than 290 sq.ft within AEC;
Maintenance of existing road = less than 3,969 sq.ft. within
AEC
Total new impervious in the AEC, less than 1 % of total AEC
area on property.
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.
New road from top of ramp to existing road, less than 1 % of
total tract area. New road area 290 sq.ft., total tract is
approximately 50-acres.
j. Describe proposed method of sewage disposal.
N/A- no new disposal needed.
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).
b. Number of lots or parcels.
Two existing parcels with one tax id number (NC PIN 7642-
320-9261).
d. Size of area to be graded, filled, or disturbed including roads,
ditches, etc.
All work including maintenance of existing road and
disposal area = 24,806 sq.ft.
I. List the materials (such as mart, paver stone, asphalt, or concrete)
to be used for impervious surfaces.
Ramp will be concrete, driving surfaces will be dirt.
h. Projects that require a CAMA Major Development Permit may also
require a Stoonwater 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:
t :
fJU= G 8 2016
Vf A R 01
REGEWED
AUG 2 2 2016
DCM- MHD CITY
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 stonnwater
design?
❑Yes ®No ❑NA
If yes, attach appropriate documentation.
252-808-28082 :: 1-8884RC0A8T :: www.necomOAlm mjpmn&M.net revised: 12/26/06

Fam DCM MP-3 ('Upland Development, Page 2 of 2y
No direct discharges to waters of the state exist and none
are proposed.
m. Describe proposed drinking water supply source (e.g., well,
community, public system, etc.)
N/A - none needed for proposed work.
o. When was the lot(s) platted and recorded?
rn /r�Y
Date
4638 Loop Road, Scranton (Akin)
Project Name
Mr. Jeff Akin
Applicant Name
�L= r Q gGxfi �/i�r /,yC
Applicant Signature
n. (i) Will water be impounded? ❑Yes ®No ❑NA
(n) If yes, how many acres?
p. If proposed development is a subdivision, will additional utilities be
installed for this upland development?
❑Yes [:]No ®NA
W1 Q S 2016
RECEIVED
AUG 2 2 2016
DCM- MHD CITY
252-808-2808 :: 1-888-4RCOAST a www.necons_talrn2nagement.net revised: 12/28/08

Form DCM MP-4
STRUCTURES
(Construction within Public Trust Areas)
Attach this form to Joint Application for CAMA Major Permit, Form DCM MP-1. Be sure to complete all other sections of the Joint
Application that relate to this proposed project. Please include all supplemental information.
1. DOCKING FACILITY/MARINA CHARACTERISTICS
a. (i) Is the docking facility/madna:
❑Commercial ❑Public/Government ®Private/Community
❑This section not applicable
b. (i) Will the facility be open to the general public?
❑Yes ONO
c. (i) Dock(s) and/or pier(s)
d. (i) Are Finger Piers included? ❑Yes ONO
(ii) Number 1 fixed pier along boat ramp
If yes:
(iii) Length 32'
(ii) Number
(iv) Width 4'
(iii) Length
(v) Floating []Yes ONO
(iv) Width
(v) Floating []Yes ❑No
e. (i) Are Platforms included? ❑Yes ONO
f. (i) Are Boatlifts included? ❑Yea ONO
If yes:
If yes:
(ii) Number
(ii) Number
(iii) Length
(iii) Length _
(iv) Width
(iv) Width
(v) Floating []Yes ❑No
Note: Roofed areas are calculated from dripline dimensions.
g. (i) Number of slips proposed h.
2- one at fixed pier alongside ramp, one parallel to
bulkhead upstream side of ramp.
(ii) Number of slips existing �j�(
None DIM
JUL G & 2016
1. 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:
Land cut only
k. Typical boat length: 17' to 20'
m. (i) Will the facility have tie pilings?
❑Yes ONO
(ii) If yes number of tie pilings?
F O
Check all the types of services to be provided.
❑ Full service, including travel lift and/or rail, repair or
maintenance service
❑ Dockage, fuel, and marine supplies
® Dockage ('Wet slips") only, number of slips: 2
❑ Dry storage; number of boats:
® Boat ramp(s); number of boat ramps: 1-orivate use only
❑ Other, please describe:
j. Describe the typical boats to be served (e.g., open runabout,
charter boats, sail boats, mixed types).
small recreational runabouts
I!-_! RECEIVED
UUL AUG 2 2 2016
W DCM- MHD
" - CITY
I. (i) Will the facility be open to the general public?
[]Yes ONO
252-808.2808 :: 1-8884RCOA8T :: www.nccoastalmanauementnet revised: 12/27/06

Form DCMltl MM F-4 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.
❑ Office Toilets
❑ Toilets for patrons; Number: _; Location:
❑ Showers
❑ Boatholding tank pumpout; Give type and location:
b. Describe treatment type and disposal location for all sanitary wastewater.
C. Describe the disposal of solid waste, fish offal and trash.
li �r
d. How will overboard discharge of sewage from boats be controlled?
r9 9 _ ... � i ff:
e. (i) Give the location and number of "No Sewage Discharge" signs proposed.
(ii) Give the location and number of "Pumpout Available" signs proposed.
f. Describe the special design, if applicable, for containing industrial type pollutants, such as paint, sandblasting waste and petroleum products.
g. Where will residue from vessel maintenance be disposed of?
h Give the number of channel markers and "No Wake' signs proposed.
I. Give the location of fuel -handling facilities, and describe the safety measures planned to protect area water quality.
j. What will be the marina policy on overnight and live -aboard dockage?
k. Describe design measures that promote boat basin flushing? p C CE
I. If this project is an expansion of an existing marina, what types of services are currently provided? u D C VTY
DCM_ M lJ
m. Is the marinaldocking facility proposed within a primary or secondary nursery area?
❑Yes []No
252-808-2808 :: 1.8884RCOAST :: wwwaiccoastalmanagement.net revised: 12/27/06

Foir t DCM MP-4 (Structures, Wage 31 of 4)
n. Is the marina/docking facility proposed within or adjacent to any shellfish harvesting area?
❑Yes []No
o. Is the marina/docking facility proposed within or adjacent to coastal wetlands/marsh (CW), submerged aquatic vegetation (SAV), shell bottom
(SB), or other wetlands (WL)? If any boxes are checked, provide the number of square feet affected.
❑CW ❑SAV ❑SB
❑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.
13. BOATHOUSE (including covered lilts) ®This section not applicable
a. (i) Is the boathouse stmcture(s):
❑Commercial ❑Publio/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
(ii) Length
(III) Width
15. BREAKWATER (e.g., wood, sheeipile, etc.) ®This section not applicable I
a. Length
c. Maximum distance beyond NHW, NWL or wetlands
b. Average distance from NHW, NWL, or wetlands
6. MOORING PILINGS and BUOYS ❑This section not applicable
a. Is the struclure(s):
❑Commercial ❑PublidGovernment ®Private/Community
c. Distance to be placed beyond shoreline 0=1'
Note: This should be measured from marsh edge, if present.
D-� t1A
e. Arc of the swing N/A
7. GENERAL
b. Number 2 mooring pilings along bulkhead upstream of
ramp
d. Description of buoy (color, inscription, size, anchor, etc.)
No buoys- only mooring pilings (8" to 8" diameter)
RECEIVED
AUG 2 2 2016
DCM- MHD CITY
252-apa-gaga :: 1-a9a-4HCOAST :: wwmrmccosstelmsnsgementnet revised: 12/27/06

Fowvn Duff MP-4 (Stvuuctuves, Page 4 air 4)
a. Proximity of structure(s) to adjacent riparian property lines to Proximity of structure($) to adjacent docking facilities.
— 248 feet from proposed basin to canal's intersection with Proposed basin will be approximately 140' downstream
SR 1145 (Loop Road). from existing man-made basintdoc k.
Note: For buoy or mooring piling, use arc of swing including length
of vessel.
c. Width of water body
Existing canal at proposed basin location is approximately
30' wide (No new structures are proposed within existing
canal All structures will be placed in proposed upland cut).
e. (i) Will navigational aids be required as a result of the project?
[]Yes ®No ❑NA
(ii) If yes, explain what type and how they will be implemented.
d. Water depth at waterward end of structure at NLW or NWL
Ex depths in canal at proposed basin are -2 4' NWL
depths increase to -3 0 NWL approximately 140 feet
downstream.
B. OTHER ❑This section not applicable
a. Give complete description:
X, L ( ut(o
Date
4638 Loop Road, Scranton (Akin)
Project Name
Mr. Jeff Akin
Applicant Name
4,el/ a"ref ,CiKG /✓�-
App i�ca Signature
;mot
(
i ;fi GL£201�
n, li
RECEIVED
AUG 2 2 2016
DCM- ."AHD CITY
252-SM2808 :: 1.888.4RCOAS7 :: w .nccoastaiman__ag_ement.net revised: 12127/06

w
Huggett, Doug
From: Spears, Courtney
Sent: Tuesday, November 29, 2016 10:24 AM
To: Huggett, Doug
Subject: Fw: Akin application, Hyde County
From: Laura Stasavich <[e-mail]>
Sent: Wednesday, November 16, 2016 8:40 AM
To: Scarbraugh, Anthony
Cc: Trowell, Steve; Spears, Courtney; Jeff Akin; Planet; Paul Farley
Subject: RE: Akin application, Hyde County
Thank you Anthony. I was out of town last week with a family emergency and was unable to respond to your November
7, 2016 email regarding our November 7, 2016 submittal of requested additional information.
We are working to further amend the project plans to reflect your November 7, 2016 comments. We are planning to
have the comments addressed by November 23, 2016.
Laura
Laura Stasavich
Direct: 452-0001 x 1906 1 Fax: [phone] Mobile: [phone]
Email: [e-mail] I Website: www.lmgroup.net
Land Management Group, Inc ( Environmental Consultants
3805 Wrightsville Avenue I Suite 15 1 Wilmington, N.C. 28403
From: Scarbraugh, Anthony [mailto:[e-mail]]
Sent: Tuesday, November 15, 2016 4:50 PM
To: Laura Stasavich
Cc: Trowel], Steve; Spears, Courtney; Jeff Akin; Planet; Paul Farley
Subject: RE: Akin application, Hyde County
Ms. Stasavich,
This Office requested amendments to the CAMA Major figure received by this Office on November 7, 2016. Within the
request this Office depicted the additional area of buffer impact that needed to be accounted for as part of the
installation of the upland boat basin and establishment of the new buffer. In addition, this Office requested an
acceptance letter from the Division of Mitigation Services. The original additional information request was issued by this
Office on September 6, 2016 with a submittal deadline of October 10, 2016. On November 1, 2016, this Office
requested the additional information be submitted within 10 days or the project will be returned as incomplete. To
date, this Office has not received completed additional information to process the application. If requested additional

r
informrition is not received by November 23, 2016 the application will be returned. If you have any further questions or
concerns, please feel free to contact me.
Thanks,
Anthony Scarbraugh
Anthony Scarbraugh
Environmental Senior Specialist
Division of Water Resources — Water Quality Regional Operations
Department of Environmental Quality
252 948 3924 office
anthonv.scarbraughna ncdenr.gov
943 Washington Square Mall
Washington, NC 27889
^"Nothing Compares
Email correspondence to and from this address is subject to the
North Carolina Public Records Law and may be disclosed to third parties.
From: Scarbraugh, Anthony
Sent: Monday, November 07, 2016 3:40 PM
To: Laura Stasavich ([e-mail]) <[e-mail]>
Cc: Jeff Akin <[e-mail]>; Planet <[e-mail]>; Paul Farley ([e-mail])
<pfa [e-mail]>
Subject: FW: Akin application, Hyde County
Ms. Stasavich,
The buffer impacts and mitigation should encompass the buffer drawn from the entire basin and both existing and new
impervious from the road bed encroaching on the new buffer. The new road is considered allowable with mitigation
under the Table of Uses (non -perpendicular crossing of the buffer) until you get to the boat ramp approach. Please
amend the figure to show the these changes.
Thanks,
Anthony Scarbraugh
Anthony Scarbraugh
Environmental Senior Specialist
Division of Water Resources — Water Quality Regional Operations
Department of Environmental Quality
252 948 3924 office

anthonv.scarbrauohno ncdenr.gov
943 Washington Square Mall
Washington, NC 27889
<` Nothing Compares -ns
Email correspondence to and from this address is subject to the
North Carolina Public Records Law and may be disclosed to third parties.
From: Laura Stasavich [mailto:[e-mail]
Sent: Monday, November 07, 2016 12:48 PM
To: Scarbraugh, Anthony <[e-mail]>
Cc: Jeff Akin <[e-mail]>; Planet <[e-mail]>; Paul Farley <[e-mail]>
Subject: Akin application, Hyde County
Anthony,
Please find attached a response to the NCDWR comments on Jeff Akin's CAMA Major Permit application. Please let me
know if you'd like to discuss this information further.
I am not in the office today and could not digitally sign the letter, but will mail a signed hard copy when I return.
Thank you,
Laura
3

q
Spears, Courtney
From:
Laura Stasavich <[e-mail]>
Sent:
Thursday, September 15, 2016 3:43 PM
To:
Spears, Courtney
Cc:
[e-mail]
Subject:
Jeff Akin CAMA Major Permit Application- Response to DWR comments
Hi Courtney,
I want to give you an update on the above -referenced Major Permit application. We are currently preparing a response
to the NCDWR comments (letter dated September 6, 2016). We plan to submit those comments to NCDWR next week
and will copy you on all correspondence.
Thank you,
Laura
Laura Stasavich
Direct: 452-0001 x 1906 1 Fax: [phone] Mobile: [phone]
Email: [e-mail] I Website: www.lmgroup.net
Land Management Group, Inc I Environmental Consultants
3805 Wrightsville Avenue I Suite 15 1 Wilmington, N.C. 28403

Environmental
Quality
September 06, 2016
CERTIFIED MAIL: 7015 0640 0005 9080 7686
RETURN RECEIPT REQUESTED
Mr. Jeff Akin
11308 Brass Kettle Road
Raleigh, NC 27614
Subject: REQUEST FOR ADDITIONAL INFORMATION
4638 Loop Road, Scranton, NC/Hyde County
Dear Mr. Akin:
PAT MCCRORY
Governor
DONALD R. VAN DER VAART
Secretary
JAY ZIMMERMAN
DWR Director
DWR # 16-0846
Hyde County
On August 19, 2016, the Division of Water Resources (Division) received your application dated July 01,
2016, requesting a 401 Water Quality Certification from the Division for the subject project. The Division
has determined that your application is incomplete and cannot be processed. The application is on -hold
until all of the following information is received:
1. Plan Details and Mitigation for Tar -Pamlico River Riparian Buffer Rules
Please locate all of the protected riparian buffers as overlays on the site plan, clearly showing Zone
1 and Zone 2 (i.e. roads, parking, and/or turnaround area within the buffer). In addition, please
enumerate all riparian buffer impacts on the site plan and clearly label impacts (Buffer Impact 1,
etc.). The Division recommends highlighting by hatching or shading all impacts areas for temporary
impact areas and permanent impact areas. [15A NCAC 02B .0259 (8)(b)(iv)].
2. Impact Justification (Avoidance and Minimization)
Please provide more details regarding avoidance and minimization of impacts associated with the
boat ramp and basin portion of this project. [15A NCAC 02H .0506(f) and (g)].
This should include alternative designs and layouts of the proposed boat ramp and basin
facility.
This Office believes that the boat ramp and boat basin on the plans can be moved or
reconfigured to minimize the impacts to the excavated riparian buffer. Please revise the
plans to avoid the impacts or provide a detailed explanation of why this plan for the
activity cannot be practically accomplished, reduced or reconfigured to a it rrlpact Ito
vC D
the riparian buffer. t(dE G
SEP 0 8 2016
----'Nothirlg Compares
State of North Carolina I Envirmmental Quality i Water Resources -Water Quality Regional Operations Section -Was m ice
943 Washington Square Mall, Washington, North Carolina27889 ftu- H D CITY
252-946-6481

Mr. Jeff Akin
DWR# 16-0846
Approval (HOLD)
Page 2 of 3
3. Mitigation for Riparian Buffer Impacts
The excavation of an upland basin is considered an "Allowable" activity under 15A
NCAC 02B .0259(6) Table of Uses only if the 50-foot buffer is re-established from the
new waterline. The existing access road prevents the re-establishment of a new SO -
foot buffer. Therefore, the activity is considered an activity "Allowable with
Mitigation" under the Tables of Uses. Uses that are allowable with mitigation must
stipulate how the impacts will be mitigated. The area of buffer impact shall be
determined by the square foot in each zone for the (i) area of the footprint of the use
causing the impact to the riparian buffer (ii) the area of the boundary of any clearing
and grading activities within the buffer necessary to accommodate the use (iii) the
area of any ongoing maintenance corridors within the buffer associated with the use.
The required area of mitigation shall be determined byapplying the multipliers to the
square foot of impact in each zone as follows: For impacts to Zone 1 shall be
multiplied by 3 and impacts to Zone 2 shall be multiplied by 1.5. [15A NCAC 02B
.0295(e)].
Options for meeting the mitigations may be met through: [15A NCAC 02B .0295(h)]
(a) Riparian buffer restoration or enhancement pursuant to Paragraph (n) of this Rule;
(b) Payment of a compensatory mitigation fee to a compensatory buffer mitigation bank pursuant
to Paragraph (i) of this Rule or payment of a compensatory mitigation fee to the Riparian Buffer
Restoration Fund pursuant to Paragraph 0) of this Rule. Payment shall conform to the
requirements of G.S. 143-214.20;
(c) Donation of real property or of an interest in real property pursuant to Paragraph (k) of this
Rule;
(d) Alternative buffer mitigation pursuant to Paragraph (o) of this Rule; or
(e) Other buffer mitigation as approved by the Environmental Management Commission as a
condition of a variance approval.
Please submit an approvable mitigation plan as explained above for the impacts within the
riparian buffer.
Pursuant to Title 15A NCAC 028 .0259(6), 15A NCAC 02B .0259 (8)(b)(iv), 15A NCAC 02B .0295(h), 15A
NCAC 02H .0502(e), 15A NCAC 02H .0506 (6 (f) and (g))] the applicant shall furnish all of the above
requested information for the proper consideration of the application. If all of the requested information
is not received in writing within 30 calendar days of receipt of this letter, the Division will be unable to
approve the application and it will be returned. The return of this project will necessitate reapplication
to the Division for approval, including a complete application package and the appropriate fee.
DECEIVED
SEP 0 S 2016
DCM- MHD CITY

Mr. Jeff Akin
DWR# 16-0846
Approval (HOLD)
Page 3 of 3
Please respond in writing within 30 calendar days of receipt of this letter by sending three copies of all of
the above requested information to the 401 & Buffer Permitting Unit, 1650 Mail Service Center, Raleigh,
NC 27699-1650.
Please be aware that you have no authorization under the Section 401 of the Clean Water Act or Tar -
Pamlico Riparian Buffer Rules for this activity and any work done within waters of the state or protected
riparian buffers may be a violation of North Carolina General Statutes and Administrative Code.
Please contact Anthony Scarbraugh at 252-948-3924 ([e-mail]) or Don Burke at
252-948-3966 ([e-mail]) if you have any questions or concerns.
Sincerely,
Robert Tankard, Assistan Regional Supervisor
Water Quality Regional Operation Section
Division of Water Resources, NCDENR
Cc: Kyle Barnes, USACE Washington Regulatory field Office
DWR WaRO 401 files
Laserfiche
Laura Stasavich (Land Management Group, Inc., 3805 Wrightsville Avenue, Suite 15, Wilmington,
NC 28403)
Courtney Spears, Asst Major Permits Coordinator
(Division of Coastal Management, 400 Commerce Ave, Morehead City, NC 28557)
Samir Dumpor, DEMLR WaRO (via email)
RECEIVED
SEP 0 S 2016
DCM- MHD CITY

L 1.
ram` AF
Coastal Management
ENVIRONMENTAL QUALITY
September 6, 2016
Jeff Akin
11308 Brass Kettle Road
Raleigh, NC 27614
PAT MCCRORY
Coremor
DONALD R. VAN DER VAART
Secrelary
BRAXTON DAVIS
SUBJECT: Coastal Area Management Act (CAMA) Permit Application Submittal for Jeff
Akin in Hyde County
Dear Sir:
This letter is in response to the above referenced CAMA permit application, which was accepted
as complete by the Division's Washington office on 27 July 2016. Processing of the application
is ongoing. However, it has been determined that additional information will be required prior to
the Division taking final action on your application. These required items are summarized below:
1) In accordance with 15A NCAC 07H.0208(a)(2)(B), it is the policy of this Division that,
prior to taking final action on a project of this nature, a Water Quality Certification for
the proposed development must first be approved by the Division of Water Resources
(DWR). Based upon the attached request for information from the DWR dated September
6, 2016, it appears as though additional information from the applicant will be required
before a final decision on issuance of a Water Quality Certification can be made.
Therefore, it is necessary that processing of your permit application be placed in
abeyance until such time as the required information is provided to the DWR, a Water
Quality Certification is issued for the project, and a copy of the approval supplied to this
office.
If you can provide to this office a copy of the requested information within five working days
from the date of this letter, DCM staff will continue processing of the application and the
processing clock will not be suspended. If the required information is not received in this office
Nothing Compares
State of North Carolina I Environmental Quality I Coastal Management
400 Commerce Avewe I Morehead City, NC 28557
252 808 2808 T

F + '•
t r
i�
Coastal Management
ENVIRONMENTAL QUALITY
PAT MCCRORY
(iUCCI]]or
DONALD R. VAN DER VAART
Secmmy
BRAXTON DAVIS
within the specified timeframe, processing of the application will be suspended in accordance
with 15A NCAC 07J.0204(d) 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] extension 215, or by email at [e-mail].
nc rely,
Courtney Sl
Division of
Assistant Major Permits Coordinator
CK01
Laura Stasavich (3805 Wrightsville Avenue, Suite 15, Wilmington, NC 28403)
Robert Tankard, DWR
Raleigh Bland, USACE
Washington DCM
Nothing Compares_
State of North Carolina I Environmental Quality I Coastal Managemeat
400 Commerce Avenue I Morehead City, NC 28557
252 808 2808 T

)f
d:i,crstuf wltar,og;a,rt�>u
MEMORANDUM
TO: Mr. Anthony Scarbraugh
DWR Water Quality Programs
943 Washington Regional Office
FROM: Courtney Spears
Major Permits Processing Coordinator
Coastal Management Division
400 Commerce Avenue
Morehead City NC 28557
DATE: 18 August 2016
SUBJECT: CAMA Application Review
APPLICANT: Jeff Akin
PAT MCCRORY
Governor
DONALD R. VAN DER VAART
RECE Secretary
�D/NCDENR/DWR
AVG 19 2016
Waterpuallterattons yR.80Tnon
Wal
��n
8ton Reglonel OHice
Respond to Courtney Spears
Morehead City Office
'�Db lR * 1. 2 o i to — 05 46
PROJECT LOCATION: Project site at 4638 Loop Road adjacent a man made canal off Fortescue Creek
off the Pungo River near Scranton, in Hyde County, North Carolina
PROPOSED PROJECT: Applicant proposes to excavate an upland boat basin with a varying width of 15'
to 30' by 74' long, construct a 15' wide boat ramp in the basin with a 4' x 32' launch pier. The perimeter
of the boat basin is to be stabilized with a bulkhead near Scranton in Hyde County, North Carolina.
Please indicate below your position or viewpoint on the proposed project and return this form by 7
September 2016. Please contact Steve Trowell at 252-948-3854, if you have any questions regarding the
proposed project. 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 proposed project only if the recommended changes
are incorporated. See attached.
This office objects to the proposed project for reasons described in the attached
comments.
Signed Date
-5�wlotillilia t. ompareso' v
S u:t of\a6, Cudim! Emirvnm,rt,f QJ414 i Cm.td \yrut,m4N
943%valkirg nSyW* Wa Iwa4hin4an.:*C:889
:3:9466481

CERTIFIED MAIL: 7015 0640 0005 9080 7686
RETURN RECEIPT REQUESTED
Mr. Jeff Akin
11308 Brass Kettle Road
Raleigh; NC27614
Sub]ect: REQUEST FOR ADDITIONAL INFORMATION
4638 Loop Road, Scrantoh, NC/Hyde County
Dear Mr. Akin:
PAT MCCRORY
Governor
DONALD R. VAN DER. VAART
. Secretary .
JAY ZBIMERMAN
DWR Pfrector
DW R # 16-0846' .
Hyde County
On August 19, 2016, the Division of Water Resources (Division) received your.application dated July01,
2016, requesting a 401 Water Quality Certification from the Division for the subject project. The Division
has determined that your application is incomplete and cannot be processed. The appllcatlon is on -hold
until all of the following Information is received:
1.. Plan Details and Mitieation'forTar-Pamlico River Riparian Buffer Rules
Please locate all of the. protected riparian buffers as overlays on the site plan, clearly.showing'Zone
1 and Zone 2 (i.e. roads,'parkirig, and/or turnaround area within the buffer). In addition, 'please
enumerate all riparian bufferimpacts on the site plan and clearly label impacts (Buffer Impact i,.
etc:). The Division recommends highlighting by hatching or shading all impacts areas for temporary .
impact areas and permanent impact areas. [35A NCAC,02B .0259 (8)(b)(iv)].
2.. ImpactJustiffcation (Avoidance and Minimization) .
Please provide more details regarding avoidance.and minimization of impacts associated with the
boat ramp and basin portion of this project. [15A'NCAC 021-1.0506(f) and (g)].
•' This should include alternative designs and layouts of the proposed boat ramp and basin
facility. '
• : This Office believes that the boat ramp and boat basin on the plans can be moved or
reconfigured to minimize the impacts to the excavated riparian buffer. Please revise the
plans to'.avoid the impacts or. provide a detailed explanation of why this plan for the
activitycannot be practically accomplished, reduced or reconfigured to avoid impacts to
the riparian buffer,
�.� Nothing Compares". . .
State of North Carolina ( Envirartnegtal Quality I Water Resources -Water Quality Regional Operations Section -Washington Regional Office
. 943 Washington Sgdare Mall, Washington, North Cerufina 27889 .
. .. .. ,252-M-6481

9
Mr. Jeff Akin
DWR# 16-0846
Approval (HOLD).
Page 2 of 3.
3. Mitigation for Riparian Buffer Impacts .
• The excavation of an upland basin: is considered. an "Allowable" activity under 15A
NCAC 028.0259(6).Table of Uses only if the 50-footbuffer is re-established from the
new watertirie..The existing access road prevents the re-establishment of a new 50-
foot buffer. Therefore, the activity is considered an activity. '.'Allowable with.
Mitigation" under'the Tables of Uses. Uses that are allowable with mitigation must
stipulate how the Impacts will be mitigated. The area of buffer impact shall be
determined by the square foot in each zone forthe (I) area of the footprint of.the use
causing the impact to the riparian buffer (ii) the area of the boundary of any clearing
.and grading activities within the buffer necessary to accommodate the use (III) the
area of any ongoing maintenance corridors within the buffer associated with the use.
The required area of mitigation shall be determined by applying the multipliers to the
square foot of Impact in each zohe as'follows; For impacts to Zone 1 shall be
--multiplied by 3 and impacts to Zone 2•shall.be_multiplied by I.S. 115A NCAC-02B
.0295(e)].
Options for meeting the mitigations may be met through: [15A NCAC 0213.0295(h)]
(a) Riparian buffer restoration or enhancement pursuant to Paragraph (n) of this Rule;
(b) Payment of.a compensatory mitigation fee to a'compensatory buffer mitigation bank pursuant
to Paragraph (i) of this Rule or'payment of a compensatory mitigation fee to the Riparian Buffer
Restoration Fund pursuant to' Paragraph 0)'of this Rule. Payment shall conform to the
requirements of G,S. 143-214.20;
(c) Donation of real property or of an interest in real property pursuant to Paragraph (k) of this
Rule;
(d) Alternative buffer mitigation pursuant to Paragraph (o) of this Rule; or
(e) Other buffer, mitigation as approved by the Environmental Management Commission as a
condition of a variance approval.
Please submit an approvable mitigation plan as explained above for the impacts within the
riparian buffer.
Pursuant to Title 15A.NCAC 02B .0259(6), 15A NCAC 02B'.0259 (8)(b)(iv), 15A NCAC 02B .0295(h), 15A
NCAC 02H .0502(e), 15A NCAC 02H '.0506 (6.: (f)and (g))]'the applicant shall furnish all of the above . .
requested information for the proper consideration of the application. If all of the requested information
is not received in writing within 30 calendar days of receipt of this letter, the Division'will be unable to
approve the application and it will be returned. The return of this project will necessitate reapplication
to the Division for approval; including a.complete application package and the.appropriate fee.

• nn
"J
Mr. Jeff Akin
DWR# 16-0846
Approval (HOLD).
Page 3 of 3
Please respond in writing within 30' calendar days of receipt of this letter by sending three copies of all of
the above requested information to the 401 & Buffer Permitting Unit,1650 Mail Service Center, Raleigh,,
NC 27699-1650.:
Please be aware that you'have no' authorization under the Section 401 of the.Clean Water Act or Tar- .
Pamlico, Riparian Buffer Rules for this activity and any work donewithin waters of the state or protected
riparian buffers may be a violation of North Carolina General Statutes and Administrative Code.'
Please contact Anthony Scarbraugh at 252-948-3924 ([e-mail] or Don Burke at
252-948-3966 (d'[e-mail]) if you have any questions or'concerns.
Sincerely,:
Robert Tankard, Assistant Regional Supervisor.
Water'Quality Regional Operation Section
Division of Water Resources, NCDENR .
Cc: Kyle Barnes, USAGE Washington Regulatory Field Office
DWR WaRO 401 files
La'serfiche
Laura Stasavich (Land Management Group, lnc., 3805 Wrightsville. Avenue, Suite 15, Wilmington,
NC 28403)
Courtney Spears; Asst Major Permits Coordinator '
(Divisiomof Coastal Management, 400 Commerce Ave, Morehead City, NC 28S57)
Samir Dumpor, DEMLR WaRO (via, email)

"404" Wetland Limit
"404" Wetland Limit
Proposed Road
Access to Ramp
Proposed Boat Ramp 15' x 40' —�
12010to 15%slope
may be extended waterward Proposed Bulkhead 61 Kt,
to 60' long if grade requires 10' Wing Wall
C
Landward Limit —/
Jul:- 2U18 Coastal Marsh
(flagged by NCDCM 3129116)
' RARO
Property and CREP boundary provided by Wily Leggea t8urveyc0.
Publicly available data, including aerial and GIS data, overlaid by LMG for CAMA permitting only.
Depths are approximate and were geld measured by LMG.
Resource boundaries have been GPS-located by LMG and approved by NCDCMAISACE.
Bourrdsf.9s areapproximate. Thfs Is not a survey.
Ste
Main
Ex. D
Existing Dirt Road
End Road Maintenance
Ex. Dirt Road
CREP Bounzrr
(approx ove
\ i
Proposec
10' Wing'
t Proposed C
N Mapped Edge
C of Bank/Wate
Vm Marsh Limit
Mapped Ed

"404" Wetland Limit
WMMDMUFFIER
PRWED�RONMENiAL
COM�MWURGES
p� � o 8D
lmli . z
Road Maintenance
Approx 398-Ift
to remain within ex. footprint
11404" Wetland Limit
CREP Boundary
(approxoveday)
CU?
f Legend
L CREP Easement Limit - — - — - —
"404 Wetland" Limit -------
Landward Limit Coastal Marsh
Proposed Bulkhead
Limits of Disturbance — — — — —
C/L Loop Road
(SR 1145)
CREP Boundary
(epprox overlay)
I
F ied Dock 4' x 32'
Property and CREP boundary provided by BIDy Leggett (surveyor).
Publidy available data, Including earls! and GIS data, overlaid by LMG
Depths are approximate and were field measured by LMG.
Resource boundarlve have been GPSlocated by LMG and approved b
Boundades are approximate. This Is not a survey.

I
4638 Loop Road (Scranton), Hyde County, North Carolina DC W "t
CAMA Major Permit Application
Mr. Jeff Akin - owner/applicant JUL v 8 2016
Project Narrative
June 20, 2016 WAR®
Proposed Prolect:
Mr. Jeff Akin proposes to construct a private boat ramp for recreational use on his property located at 4638
Loop Road, Scranton, Hyde County. The property is bounded to the east and west by man-made canals
which connect to Fortescue Creek. A boat ramp is proposed on the eastern canal and would be accessed
from an existing dirt road off the Loop Road (SR 1145). The existing dirt road is located at the property's
eastern boundary along SR 1145 and provides access to the rest of the property around a Farm Service
Agency Conservation Reserve Enhancement Program (CREP) easement. The road is dirt, devoid of
vegetation, and is clearly visible on aerial photography,
The boat ramp is proposed on the eastern canal to minimize potential environmental impacts (discussed in
greater detail below). An existing basin, containing a boat ramp accessed from the adjacent property, exists
on the eastern canal. A commercial fishing boat has moored within the existing basin, establishing a
navigable use in the eastern canal.
In order to keep proposed structures out of the canal and maintain navigation through the canal, a largely
upland basin is requested for siting the ramp. The basin has been sized to allow for a faced dock along the
ramp, providing access at launch and retrieval and dockage for one boat. A second boat slip parallel to the
basin's bulkhead and upstream of the ramp is also requested. Maintenance of a portion of the dirt access
road, within its existing footprint, is requested. A new 12' wide road is needed to extend from the top of the
ramp to the existing dirt road (an approximate 20' distance).
Scopina and Alternatives Analysis:
The intended recreational use of the property is highly dependent on access to the adjacent waterbodies.
Immediately following purchase of the property, Mr. Akin sought a CAMA Permit for construction of a boat
ramp. A CAMA General Permit was issued for a ramp on the eastern canal across from the existing (off -
property) basin. The intention was to utilize space at the existing basin and minimize environmental impacts
since the shoreline here contained no coastal marsh fringe. However, the approved location was not
feasible due to the CREP easement located along SR 1145 on the eastern half of the property (see E IV p
enclosed figures). Shoreline across from the existing basin fell within the CREP easement. Based AF-
applicant's correspondence with CREP representatives and language of the CREP easement, any
development (including the boat ramp) is not allowed. AUG 2 2 2016
The applicant's preferred location for the boat ramp was not the eastern canal, but the western ca _
point near SR 1145. The existing house and storage bam are located abng this western boundar�ll
ability to launch and retrieve boats near the house where parking and storage for trailered boats existed was
preferred. Land Management Group (LMG) made a site visit in July 2015 to map coastal marsh and "404
wetland" fringe, obtain approximate water depths, and evaluate other potential fisheries resources along the
western canal. An area when: no coastal marsh fringe existed near SR 1145 was identified as a potential
basin/boat ramp location. A subsequent scoping meeting with NCDEQ and USACE staff was held at the
NCDEQ Washington field office on September 2, 2015. The western canal is mapped as primary nursery
area by the NC Division of Marine Fisheries. Agency comments received during that meeting indicated
existing water depths (ranging between approximately -1.5' NWL and -2,0' NWL), the width of the canal, and
the potential shallow SAV habitat made the western canal less preferable than the eastern canal. The
eastern canal is not mapped as PNA, and contains the existing basin with an established use (see enclosed
MHD CITY
CAMA Major Permit Application, 4638 Loop Road, Scranton, Hyde County
Proiect Narrative; June 20, 2106

figures). It was recommended that efforts be directed towards seeking approval to place the boat ramp in
the CREP easement (as previously permitted) or to locate the ramp elsewhere on the eastern canal.
The ability to obtain permission for a boat ramp in the CREP easement was determined to be highly
unlikely. On March 29, 2016, LMG met with NCDCM and USACE staff to approve coastal marsh and "404
wetland" limits within a project area on the eastern canal. Immediately downstream of the CREP boundary
along the canal, the shoreline contained little to no coastal marsh along a length wide enough to site a small
basin/ramp. The landward limit of coastal marsh was delineated by NCDCM and averaged five feet in width
at the proposed ramp location. Wetland limits within the project area were field approved by the USACE.
The majority of area landward of the proposed ramp location was determined by the USACE to be upland.
The proposed basin and boat ramp would utilize a location outside the CREP easement where coastal
marsh impacts are minimal and the basin could otherwise be located entirely in upland. The existing access
road from SR 1145, through the CREP easement and to the proposed basin location, was determined to be
partially wetland. Maintenance of the road, within the existing footprint, is proposed to the point of the boat
ramp. The existing curve in the road would allow for trailer backing without a traditional tum-around area
(thus minimizing new "404 wetland" impacts). A small 12' wide new road would extend from the top of the
ramp to the existing road and would require approximately 180 sq.ft, of "404 wetland" fill.
Proposed Structures and Excavation:
The proposed basin would be approximately 1,683 sq.ft. in size and would include approximately 51 sq.ft. of
coastal marsh impact. Estimated excavation volume is 187 cubic yards (cy). Spoil material would be placed
on lawn behind the existing house and bam. There is roughly 9,800 sq.ft. of available space for disposal.
The proposed disposal area was field reviewed and approved as upland by the USACE during their March
29, 2016 site visit.
LMG obtained approximate water depths in the existing canal on March 29, 2016, and the NCDCM provided
a normal water level (NWL) adjustment at that time. Existing water depths at the basin are approximately
-2.4' NWL. Water depths increased to approximately -3.0' NWL within 140' downstream of the proposed
basin. Final depth within the basin would match existing water depths of -2.4' NWL. No maintenance
dredging within the existing canal is requested.
Bulkheading would stabilize the cut (171 Ift). A temporary disturbance area 20' in width behind the bulkhead
is needed for the installation of tie -backs or anchors. Approximately 61 sq.ft. of wetland area is located
within this temporary disturbance area, but will be returned to original grade. With an estimated elevation of
+1' NWL to +2' NWL (NC LIDAR) behind the bulkhead and with the cap of the bulkhead approximately 2'
above ground surface, grading behind the wall will taper back to original grade without additional wetland fill.
A 15' wide by 40' to 60' long concrete ramp is proposed with a 4' wide by 32' long fixed pier. Two moorin
pilings to provide dockage alongside the upstream bulkhead are also proposed. To the extent practicabib C M
installation of the bulkheading and ramp can be completed before connection to the canal is opened (by
maintaining an earthen plug along the shore edge) to control erosion during construction. JUL 4 8 2016
Minimization and Avoidance of Environmental Impacts: RO
Although minimal coastal marsh impact is requested, excavation of an approximately 5' width of mars
fringe is not expected to result in a significant impact or loss of resource. The project attempts to meet the
intent of the CAMA rules by minimizing the overall loss of estuarine and fisheries resources. While a boat
ramp basin could have been sited on the western canal with no coastal marsh impact, the potential impact
to PNA waters and SAV habitat was considered to be a more significant resource loss. A largely upland
basin also complies with the CAMA's preferred siting guidelines (upland basin ratllef Lpp e E wain D
siting). I `l,IVIE
CAMA Major Permit Application, 4638 Loop Road, Scranton, Hyde County
AUG 2 2 2016 z
Project Narrative; June 20, 2106

I
Maintenance of the existing dirt access road will result in approximately 2,084 sq.ft. of work in "404 wetland".
However, the area is already a dirt road with no vegetation and compacted soils. Maintenance of the
existing footprint would utilize an already disturbed wetland area with an established use as a road, and
would avoid the need for a new tum-around area.
New, permanent wetland impacts have been calculated to total 231 sq.ft. This total includes a 180 sqft
impact of "404 wetland" to extend access from the top of the ramp to the existing road and 51 scift of
coastal marsh impact at the basin cut. Given that new, permanent wetland impacts are less than 300 sq.ft.
in total, impacts are thought to be minimal and no mitigation is thought to be necessary.
The proposed work attempts to: (1) avoid dockage along PNA waters, (2) reduce boat traffic in potential
shallow SAV habitat, (3) avoid new structures in public trust waters, (4) utilize a shoreline largely devoid of
marsh fringe, (5) utilize a canal with established boating access, and (6) utilize an existing access road to
minimize new wetland impacts.
RECEIVED
®CM AUG 2 2 2016
JUL 08 2016 DCM- MHD CITY
WARD
CAMA Major Permit Application, 4638 Loop Road, Scranton, Hyde County

D/
DIVISION OF COASTAL MANAGEMENT
FIELD INVESTIGATION REPORT
APPLICANT'S NAME: Jeff Akin
2. LOCATION OF PROJECT SITE: Project site is located at 4638 Loop Road adjacent a man made canal off
Fortescue Creek off the Pungo River near Scranton, in Hyde County, North Carolina.
Photo Index - 2006:111-8553; S-16 2000:111-1238; S-16 1995:111-1168; V-9
State Plane Coordinates - X: 2,744,200 Y: 627,300
Pamlico Beach Quad. (lower left corner)
3. INVESTIGATION TYPE: CAMA/Dredge and Fill
4. INVESTIGATIVE PROCEDURE: Dates of Site Visit — 29 March 2016
Was Applicant Present — Yes
PROCESSING PROCEDURE: Application Received — 27 July 2016
Office - Washington
6. SITE DESCRIPTION:
(A) Local Land Use Plan — Hyde County
Land Classification — Rural with Services
(B) AEC(s) Involved: EW, PTA, ES, PTS
(D) Water Dependent: Yes
• (D) Intended Use: Private
(E) Wastewater Treatment: Existing - Septic tank and drainfield
Planned - N/A
(F) Type of Structures: Existing — Existing un-occupied single family home, barn, man made canals
Planned — Access road to an upland boat basin and boat ramp.
(G) Estimated Annual Rate of Erosion: Unknown
7. HABITAT DESCRIPTION: [AREA]
DREDGED FILLED OTHER
51 ft' (Coastal
2,264 ft' (Access Road
(A) Vegetated Wetlands
Wetlands for Basin)
to Boat Ramp)
300 ft' (Boat Ramp)
128 ft'(Shaded)
(B) Non -Vegetated Wetlands
Canal and Basin Bottom
(C) Other
1,632 W (Basin)
14,328 ft' (Spoil
Uplands
disposal, access road
and basin)
(D) Total Area Disturbed: 18,275 ft' (0.42 acres) RECEIVED
(E) Primary Nursery Area: Yes AUG 2 2 2016
(F) Water Classification: SA HQW NSW
Open: No
DCM- MHD CITY
8. PROJECT SUMMARY: The applicant proposes to excavate an upland boat basin with a varying width of 15'
to 30' by 74' long, construct a 15' wide boat ramp in the basin with a 4' x 32' launch pier. The perimeter of
the boat basin is to be stabilized with a bulkhead.

M
Jeff Akin
Canal off Fortescue Creek
Scranton
Hyde County
Project Setting
The 49-acre project site is located off SR 1145 at 4638 Loop Road adjacent Fortescue
Creek off the Pungo River near Scranton in Hyde County, North Carolina. The project site is
bordered on the north by Loop Road, to the west and east by unnamed tributaries off Fortescue
Creek that borders the project site to the south. There is an existing home and storage building
adjacent Loop Road. East of the existing residence and also adjacent Loop Road was once a farm
field that has been taken out of production and enrolled in the Conservation Reserve Enhancement
Program (CREP). The area south of the CREP easement and existing residence is wooded that
transitions to a large area of Coastal Wetland marsh adjacent Fortescue Creek. The CREP easement
has grown up in woody vegetation including loblolly pine, red cedar wax myrtle, sweet gum and
red bay. The wooded area to the south of the easement is vegetated similarly. The Coastal
Wetlands marsh is vegetated mainly with black needle rush. With the exception of the relic spoil
material adjacent the eastern canal, the CREP easement has been delineated as 404 wooded
wetlands in the vicinity of the canal. There is an unimproved dirt path off the Loop road that
circles around the eastern and southern edge of the CREP easement. This unimproved dirt path is
on uplands on relic spoil material generated from the excavation of the canal for the first ±200' off
the Loop Road. Otherwise the unimproved dirt path is in wetlands delineated by the US Army
Corps of Engineers (USACOE) through the turn along the southern boundary for another ±100'.
The unnamed tributaries off Fortescue Creek on the east and west side of the project site
have headwaters that have been channelized for agricultural drainage. The channelization/canal
on the east side is the largest being 25' to 30' wide. Water depths in this canal range from 2' to
3'. At the head of this canal is a basin that serves as a harbor of refuge for 18' to 20' outboard
fishing boats. There is also a dilapidated boat ramp in this basin. This basin is on the adjoining
property (Carawan) east of the project site.
Fortescue Creek and the unnamed tributaries on the east and west side of the property are
designated as Coastal Waters by the Marine Fisheries Commission, and Primary Nursery Areas by
the Division of Marine Fisheries. The Environmental Management Commission classifies
Fortescue Creek and its tributaries as SA HQW NSW. This area of Fortescue CrqdLis closed to
shellfishing. RECENEU
Project Description
AUG 2 2 2016
The applicant proposes to construct a small boat access in ter 0 b[cYvating
into the adjacent upland spoil bank a boat basin with a width tha�from 15' to 30' wide by
74' long to a depth of minus 2.4' below the normal water level (NWL). A 15' wide x 20' (below
the NWL) boat ramp is to be constructed in the proposed basin. The basin will be located just
outside the CREP easement where the unimproved dirt path makes a 90 degree turn down the
southern CREP boundary. The basin design will provide "side to" mooring for 2 boats, one

Jeff Akin
Canal off Fortescue Creek
Hyde County
Page Two
adjacent the boat ramp and 4' wide x 32' long launch pier and another space "side to" the bulkhead
in the basin. The entire basin is to stabilized with a wood or vinyl bulkhead. The unimproved dirt
path will require earthen fill in order for it to support vehicular traffic. At this time the applicant
does not propose any surfacing of the dirt path with gravel, etc. The boat ramp is to be constructed
with a concrete pad.
Anticipated Impacts
Excavation of the basin will convert 1,632 ft2 of uplands to open water and result in 51 ft2
loss of fringe Coastal Wetlands. Improvements to the dirt path to support vehicular traffic to the
proposed boat ramp will fill 2,264 ft2 of 404 wetlands. Spoil deposition, bulkhead construction
and improvements to the dirt path will disturb 14,328 ft2 of uplands. Construction of the basin,
bulkhead and boat ramp will result in some short-term localized turbidity. The project once
completed will increase small boat traffic in the canal and their associated impacts.
Steve Trowell — Washington Regional Office — 4 August 2016
RECEIVED
AUG 2 2 2016
DCM- MHD CITY

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Parcel boundary from Hyde County GIS data. JUL
8"eM-
R�IHD CITY
0 2000 4000
WARO
8000
LM
Project:
4638 Loop Road, Scranton, Hyde County, NC
Date:
6/13/2016
Revision Date:
Scale:
1"=4000'
o Number:
01-15.167
"MMGWw-
E—vr 1.1Or.mm0"
Mr. Jeff Akin (ownerlapplicant)
Title, CAMA Major Permit A Ilcation
J PP
.0 WrightsvilleAve.,Suite15
Drawne Y
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Parcel boundary from Hyde County GIS data; roads from NC OneMap data.
,
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4000
8000
Project:
Date:
Revision
Date:
4638 Loop Road, Scranton,
Hyde County, NC
6/1312016
Scale:
o Number:
`LMGreP�
Mr. Jeff Akin (owner/applicant)
"""°""'•"'°"°"'""°""
1" = 40W
01-15.167
Title:
Wrightsville Ave, Suite 15
or Permit
CAMA Ma Pit 1 ApplicationDrawnB
i1Mi
9 Telephone [phone]
�

V
Major Permit Fee Schedule
DCM %
DWQ %
Development Type
Fee
(14300160143510009316256253)
(2430016024351000952341)
I. Private, non-commercial
development that does not involve
e filling or excavation of any
Hands or open water areas:
$250
100% ($250)
0% ($0)
11. Public or commercial
development that does not involve
he filling or excavation of any
wetlands or open water areas:
$400
100% ($400)
0% ($0)
III. For development that Involves
the filling and/or excavation of up
t0 1 acre of wetlands and/or open
water areas, determine if A,B, C,
or D below applies:
Iil(A). Private, non-oommercal
development, 'd General Water
Quality Certification No. 3490
(Sae attached) can be applied:
$250
100% ($250)
0% ($0)
III(B). Public or commercial
development, B General Water
Quality Certification No. 3490
(See attached) can be applied:
$400
100% ($400)
0% ($0)
III(C). If General Water Quality
Certification No. 3490 (see
attached) could be applied, but
DCM staff determined that
additional review and written
DWQ concurrence is needed
because of concerns related to
ater quality or aquatic life:
$400
1 60% ($240)
40% ($160)
III(D). If General Water Quality
-edification No. 3490 (see
attached) cannot be applied:
$400
60% ($240)
40% ($160)
IV. Development that involves the
(ling and/or excavation of more
than one acre of wetlands and/or
open water areas:
$475
60% ($285)
40% ($190)
RECEIVED
AUG 2 2 2016
DCM MHD CITY

WARD TRACKING FORM
Date application first received in WaRO 1' 6- 16
Date application received as complete
Check
V//
Narrative
MP-1
MP-2
MP-3
✓
MP-4
MP-5
Agent Authorization Form
'/ Deed
Location Map
Plat(s)
Vvvc�-ross Section(s)i(%v
Green Cards
Postal Receipts
Letters to Adjacent Property Owners
Mitigation Plan
15' Waiver Left Side 15' Wavier Right Side
Preliminary review by S. } kowe- l j
Date 1-11- Ib
G...
RECEIVED
AUG 2 2 2016
DCM- MHD CITY

11
LMG
LAND MANAGEMENT GROUP iac.
Environmental Consultants
July 1, 2016
Mr. Steve Trowell
NC Division of Coastal Management
943 Washington Square Mall
Washington, NC 27889
RE: Application for CAMA Major Permit for Private Boat Ramp
4638 Loop Road, Scranton, Mr. Jeff Akin (applicant)
Dear Steve,
On behalf of Mr. Jeff Akin, please find enclosed an application for construction of a private boat ramp at
4638 Loop Road, Scranton. Additional details are included in the project narrative, application forms and figures
enclosed. Please let us know if you need additional information or clarifications. As always, thank you for your
assistance in review of this application.
Sincerely,
Laura Stasavich
Land Management Group, Inc., agent
Encl: CAMA Major Permit application package
$400 application fee check
cc: Mr. Jeff Akin
DCM
JUL 4 8 201fi
WARD RECEIVED
AUG 2 2 2016
DCM- MHD CITY
www.lmgroup.net • [e-mail] • Phone: [phone] • Fax: [phone]
3805 Wrightsville Ave. Suite 15, Wilmington, NC 28403 • P.O. Box 2522, Wilmington, NC_28402_

OG, 29, 2019 097 51 VAX mssn Rio ��. and I. a0aI
C�
AGENT AUjMflQTl0N FOR LAMA PEFWrr APPLICATION
Name of Property Gagner Requesting Permit' `Mr. Jeff Akin
Mailing Address 11308 Brags Kettle Road, R814gh, NC 27614
f° me Number: 979 B58 1501
Emad Address:
I certify that I have a rfhonzed Land Management Group, loc._,
+1aerA I Cort--.10W
to act on my behalf, for the purpose of applying, for and obtaining ail CAM.A permits
necessary to the following proposed development:
Constnlction of upWM basin fcr private boast tamp, associated docks, and access road
at my property located at 4638 Loop Road, Scranton
in Hyde__ County-
f furthermore oerfify that t am authorized to grant, and do in fact grant permission to
Division of C.oastat Management staff, the Local Permit 005cer and them agents to errtor
on the aforermwfiorhed fonds in connection wi#r evaluating In{cur10on related to airs
perind appii;atlon-
Prop" Owner Intol, on;
� _.Alk N-
t or Type Narrle
roe
61 28r lC�
This cerflficatZon Is valid through f 2_I_3f_t_�Of IS_
DCM
'JUL 0 8 2016
WARO
RECEIVED
AUG 2 2 2016
DCM- MHD CITY

N
LMG
LAND MANAGEMENT GROUP tmc
Environmental Consultants
July 25, 2016
Gloria and Lee Williams
4428 Loop Road
Scranton, NC 27875
RE: Application for CAMA Major Permit for Private Boat Ramp
4638 Loop Road, Scranton, Mr. Jeff Akin (applicant)
Dear Mr. and Mrs. Williams,
This letter serves to notify you of a proposed boat ramp to be located on property at 4638 Loop Road,
Scranton, NC. The boat ramp would be used by the owner, Mr. Jeff Akin, for private and recreational use only.
A small upland basin would be cut along the existing canal to keep all structures out of the canal and maintain
safe navigation.
As an adjacent riparian property owner, you are required by the NC Coastal Area Management Act
(CAMA) permit application process to be notified. A copy of the CAMA permit application (narrative, application
forms and figures) as it has been submitted to the NC DCM is enclosed. If you have any comments on the
project, they can be directed to Mr. Steve Trowell, NC DCM, 943 Washington Square Mall, Washington, NC,
27889 or 252-948-3854. No comment within 30-days of receipt of this package indicates no objection. I am
happy to answer any questions you may have regarding the enclosed materials and can be reached at 910.452-
0001.
Sincerely,
co
Laura Stasavich
Land Management Group, Inc., agent
cc: Mr. Steve Trowell, NC DCM
RECEIVED
AUG 2 2 2016
OCM_ WID CITY
3805 Wrightsville Ave., Suite 15, Wilmington, NC 28403 - P.O. Box 2522, Wilmington,
k1r '32e n-2

LMG
LAND MANAGEMENT GROUP TNC.
Environmental Consultants
July 25, 2016
Ms. Cindy Carawan
4876 Loop Road
Scranton, NC 27875
RE: Application for CAMA Major Permit for Private Boat Ramp
4638 Loop Road, Scranton, Mr. Jeff Akin (applicant)
Dear Ms. Carawan,
This letter serves to notify you of a proposed boat ramp to be located on property at 4638 Loop Road,
Scranton, NC. The boat ramp would be used by the owner, Mr. Jeff Akin, for private and recreational use only.
A small upland basin would be cut along the existing canal to keep all structures out of the canal and maintain
safe navigation.
As an adjacent riparian property owner, you are required by the NC Coastal Area Management Act
(CAMA) permit application process to be notified. A copy of the CAMA permit application (narrative, application
forms and figures) as it has been submitted to the INC DCM is enclosed. If you have any comments on the
project, they can be directed to Mr. Steve Trowell, INC DCM, 943 Washington Square Mall, Washington, NC,
27889 or 252-948-3854. No comment within 30-days of receipt of this package indicates no objection. I am
happy to answer any questions you may have regarding the enclosed materials and can be reached at 910452-
0001.
Sincerely,
0=1110011
Laura Stasavich
Land Management Group, Inc., agent
cc: Mr. Steve Trowell, NC DCM
RECEIVED
AUG 2 2 2016
DCM- MHD CITY
3805 Wrightsville Ave., Suite 15, Wilmington, NC 28403 - P.O. Box 2522, Wilmington,
•1^ AOAA

ct
BOOK 265 pppyPYApGppEpHH35IH3 (3)
403957 pIIIXINtll�llpll�lgl�ul� certify that no delinquent Ad Valorem taxes or odw taxes
NA uR NN p II II u With which this office is charged are a lien on the property
Described in this deed.
This document presented and filed:
06r102015 02:55:04 PM
m c 15
x Dlitcial Date
E MERITA LEWIS-SPENCER . NVDE COUNTY. NC
Excise Tax $270.00
iNusasn %,Aatl LJMA GENERAL WARRANTY DEED
Excise Tax:
PaoelldmdfMNo. verificdby Coontym&e__dayof ,20_
b(aiUBoxta: Whelan&Wheless,PLLC 1615 Viminia Dare Road Mantra NC 27954 (15-110)
This instruavent W" by;Wheless&Wheless,PLt.0 IOIS Virginia Dare Road Mmtm, NC 27954
Biwdaaiptim for the Index: LTAPPROX. 80 ACRES, LOOP ROAD
THIS DEED node to 2nd day of June . 20_1�,byazidbetwaaa
William V. Taylor, unmarried Jeffrey W.Akin
115 Broadbay Drive 11308 Brass Kettle Rod
Kill Devil Hills. NC 27948 Raleigh, NC 27614
The daigatim Grantor and Grantee as used berei a shall inchrde, said partia, thou be6s, suceeasan, and asaii as, and $hall =bAc
singular, Phil, .:aucStu n,, fe®aine ne winter as required by context.
WIINFSSECH, that the Grantor, for a valuable consideratim paid by the Grantee, the receipt of wbich is bmvbyacknowlcdged, has
and by these Presents dos grunt, bargain, sell sad c cy unto the Grants infee simple, all that certamknorpmcel of land situated
in the City of Scranton Township, Hyde County, North Carolina and
more lartimlarly desrnbed as followw:
Please see Exhibit "A" attached hereto and incorporated herein by reference.
This property is not the Grantors primary rmidmoe.
The property hereimbove desmbed was acquired by Grantor by inMmcat recorded m Book 209 page 411
A map showing the above dumbed property is recorded in Plat Book page
NC Bar Associa4m Form No. W ® 1976, Revised ® 1977, 2002
Printed by Agrrsmeot with the NC Bar Associatim — 1981 SoRPm Corporatio4 353 E. Six Podia Rd., Raleigh, NC 27609
DCM
►JUL 4 8 2016
W ARC
RECEIVED
AUG 2 2 2016
')CM- MHD CITY

BK 265 PG 354 DOC#403957
G1
TO HAVE AND TO HOLD the aforesaid lot or parcel of Lad and all privileges and apporteosoces them belonging toftGrsme
is fee simple.
And the Grantor covenants with the Grantee, that Grantor is seized of the prermses in fee simple, has the right to convey the —m
fee simple, that title is marketable and free and clear of all encumbrances, and that Grantor will warrant and defend the title &gaunt
the lawful claims of all persons whomsoever other than the following exception: All easenhents and restrictions of record.
IN WITNESS WHEREOF, the Grantor bas duly executed the foregoing p of the day and year fast above written
(SEAL)
(Entity Name) William V Taylor
(SEAL)
By
Title:
State of North Carolina - County of nQy e
1, the undersigned Notary Public of the County and State aforesaid ry that William V Taylor
personally appeared before me this day and
acknowledged the due execution of the foregoing instrument for the purposes therein expressed Witness my hand and Notarial
sump m seal that 4 day of ) Lune 120
My Cooaraaaoum E q.=: I 1 a, Ix y a =
gbtarypulic
State of North Carolina - Conroy of
I, the ®dersigned Notary Public of the County and State aforesaid, cartifythat
personally came before me this day and acknowledged that _he is the of
a North Carolma or
corporstiadlbonted liability companylgeneral (strike through the mepplicable), and
thatby authority dulygiven and as the act of such entity, _he signed the foregoing instrumentm its man units behalf a its aAand
deed. Witness my hand and Notarial stamp or seal, this _ day of 20.
My Co®ssim Expires:
Notary Public
StateofNorth Carolina-Coomyof
1, the uoderstgocd Notary Public of the Cohmty and Slate aforesaid, wliffy that
Wtmcss my band and Notarial skimp or seal, this _ day of . 20_.
My Commission Expire:
Notary Public
The f umrw Certi&Ate(s) of
n/arecertifiedrobecatect This instrument and this certificate are duly registered at the date and time and mtheBook andPageshowa
on the first pap hereof.
Register of Deeds fan CamtY
By. Deputy/Assistaat - Register of Deeds
NC Bar Association Form No. L-3 ® 1976, Revised ® 1977, 2002
Printed by Agreement with the NC Bar Association —1981 SoftPm, Corporation, 333 E. Six Forks Rd, Raleigh, NC 27609
DCM
UUL 0 S zo%
WARC
RECEIVED
AUG 2 2 2016
DCM- NAHD CITY

BK 265 PG 355 DOC#403957
I
EXHIBIT "A"
TRACT I: Beginning at a cedar post on the south side of the public road leading from the Baptist Church
to Makelyville and running thence southwardly and westwardly courses to a stake standing at the east
side of Gaskill's Creek; thence, with said creek to Fortescue's Creek; thence, running southeast to
Hamilton Creek; thence, a northwest course to corner of Sam Credle's lot of land; thence, a northeast
course to the William Creche line; thence, a northwardly course to a stake standing at a ditch at the
Hooten and Credle corner; thence, a southwardly course and westwardly course with the line of George
W. Jennette heirs to the beginning, containing 100 acres, more or less.
There is excepted from the above described land, 3 acres conveyed to Josephine Wade from Mary E.
Hooten.
TRACT II: 3 acres more or less conveyed from Leo Sawyer et. ux to Jay Carawan by deed recorded in
Book 59, Page 34 of the Hyde County Registry.
Being one and the same as those three parcels shown on that survey map or plat entitled, "Revised Map
Prepared for Grantor: William V. Taylor; Grantee: Jeff Akin, dated 4/15/1S", and labeled Tax Record #22
and Tax Record #14943 and the 3.19 acre "CREPS TRACT", prepared by Billy R. Leggett, PLS and recorded
in Plat Cabinet C Slide 130L, Hyde County Registry.
DC "1
'JUL Q 8 2016
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RECEIVED
AUG 2 2 2016
DCM- MI -ID CITY

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RECEIVED
AUG 2 2 2016
DCM- Il HD Ci i Y

18 August 2016
Mr. Jeff Akin
11308 Brass Kettle Road
Raleigh, NC 27614
Dear Mr. Akin:
PAT MCCRORY
DONALD R. VAN DER VAART
The NC Division of Coastal Management hereby acknowledges receipt of your
application for State approval for development of your property located at 4638 Loop Road
adjacent a man made canal off Fortescue Creek off the Pungo River near Scranton, in Hyde
County, North Carolina It was received on 27 July 2016, and appears to be adequate for
processing at this time. The projected deadline for making a decision is 10 October 2016. 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. Steve Trowell, Field Representative for the Division of Coastal Management is
responsible for processing your permit and he can be reached at 252-948-3854 or via email at
Steve.Trowell&cdenngov if you have any questions.
If this agency does not render a permit decision within 70 days from the 27 July 2016,
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.
RECEIVED
AUG 2 2 2016
DCM- MHD CITY
$ogei\a$Cardiw.Ename:masil Qaa::R- C='M!%1aM1MW.t
9i3 R'uhirYxn$gvare Mall R'attir:�:on,�C ."$$9
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Mr. Jeff Aldn
18 August 2016
Page 2 of 2
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 your 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 your property, or at a point along the road right-of-way where a private mad would
lead one into your property. Failure to post this notice could result in an incomplete application.
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 my field report and/or
comments from reviewing agencies.
Sincerely,
Steve Trowell
Coastal Management Representative
Division of Coastal Management
Washington Regional Office
Enclosure
Cc: Courtney Spear
Ms. Laura Stasavich, Land Management Group, Inc.
WARO
RECEIVED
AUG 2 2 2016
DCM- MHD CITY

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FOR MORE DETAILS CONTACT
THE LOCAL PERMIT OFFICER BELOW:
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Water Resot. rr�z=
Coastland Times
PO Box 400
Manteo, NC 27954
CS
PAT MCCRORY
DONALD R. VAN DER VAART
18 August 2016
Attention: Legal Advertising Department
Please include the enclosed Notice of Filing in the Public Notice section of the 21 August 2016 edition of
your newspaper. If it will not be possible to include this notice in that edition, or if you should have any questions
about this notice, please call me as soon as possible at 948-3820.
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:
Thank you.
G11Yt&Ty:�u���llll
Cc: File
Melissa Sebastian
NCDENR
COASTAL MANAGEMENT DMSION
400 COMMERCE AVENUE
MOREHEAD NC 28557
252-808-2808 ext. 229
Sincerely,
She Tyson Secretary
Division of Coastal Management
RECEIVED
AUG 2 2 2016
DCM- MHD CITY
S tiK ofVmh Cualuu E'antim MZIQod+ty C=WNTaft4.Mt
943R'uhugroa Sq=*%12H Wz5bzV..NC.'S%

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NOTICE OF FILING
OF APPLICATION FOR
CAMA MAJOR DEVELOPMENT PERMIT
The Department of Environment and Natural Resources hereby gives public notice as required by N.C.G.S.
113A-119(b) that an application for a development permit in an Area of Environmental Concern as designated under
the Coastal Area Management Act (CAMA) was received on 27 July 2016. According to the said application submitted
by Jeff Akin, applicant proposes to excavate an upland boat basin with a varying width of 15' to 30' by 74' long,
construct a 15' wide boat ramp in the basin with a 4' x 32' launch pier. The perimeter of the boat basin is to be
stabilized with a bulkhead near Scranton, in Hyde County, North Carolina.
A copy of the entire application maybe examined or copied at the office of Jonathan R. Howell, District
Manager, Washington Regional Office, 943 Washington Square Mall, Washington, NC, during normal business hours.
Public comments received by 9 September 2016 will be considered. Later comments will be accepted and considered
up to the time of permit decision. Project modifications may occur based on further review and comments. Notice of
the permit decision in this matter will be provided upon written request.
Please publish on: 21 August 2016
Steve Trowell, Field Representative
Coastal Management Representative
NC Division of Coastal Management
943 Washington Square Mall
Washington, North Carolina 27889
[phone]
RECEIVED
AUG 2 2 2016
DCM- MHD CITY

***This is a word processing form to be completed in Microsoft Word*** G
NC Division of Coastal Management
Major Permit Application Computer Sheet
(111012012)
Date:
City
Date of initial application submittal (EX.- 1/82007)i
Date application "received as complete" in the Field office (EX 1182007):
Permit Authorization: CAMA ®Dredge & Fill ($Both
SITE DESCRIPTIOWPERMIT INFORMATION
PNA: RqYeS ❑No
Photos`Taken: Yes ❑ No,&
Setback Required (riparian): ❑Yes allo
Critical Habitat []Yes No Not Sure
15 loot waiver obtained: ❑Yes ®No
Hazard Notification Returned:
❑ Yes EkNo
SAV: El Yes PNO ❑Not Sure
Shell Bottom: Yes RNo Not Sure
Temporary Impacts: ❑Yes ❑No
Sandbags: ❑Yes ZNo Not Sure
Did the land use classification come from
countyLUP: XYes []No
Mitigation Required (optional):
❑Yes ❑No
Moratorium Conditions: 10 Yes No
❑NA
Environmental Assessment Done:
El Yes El No aNA
SECONDARY WATER CLASSIFICATION — OPTIONAL (choose MAX of 4)
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 cofdgrass (Spartina
❑ (SY) Salt read grass (Spartina
altemitlora)
cynosuroides)
El (DS) Salt or spike grass (Distichlis
❑ (SC) Bullrush or three square (Scirpus
El (TY) Cattail (Typha sp.)
spicata)
sp.)
❑ (JR) Black needlerush (Juncus
❑ (SP) Salt/meadow 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
Ll Major Modification to a CAMA Major
El IV Any development involving D&F of
permit - $100
permit - $250
more than 1 acre - $475
❑ Permit Transfer- $100
❑ lil(B) Public or commercial w/D&F to 1
Express gepLi! s�6�4 (E D
acre; 3490 can be applied - $400
i C lr G I V
❑ Major development extension request -
El 11. Public or commerciaUno dredge
AUG 2 2 2016
$100
and/or fill - $400
❑ 1. Private no dredge and/or fill - $250
Ill(C) Priv. public or comm w M&F to 1
acre; 3490 can be applied; DCM needs
D C M- M H D CITY
DWQ agreement - $400
252-808.2808 :: 1-888.4RCOAST :: www.nccoastalmanagement.net
revised: 02/15/10

NC Divisio 3►f Coastal Mgt. Application Computer Sheet, Page 2 of 4)
Applicant: T' 1-717
Date:
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
New Work
Replace -
/
i
Maint ❑
❑ Y;X N
New Work
Replace
r
I
Maint ❑
❑ Y ❑ N
New Work
Replace
J
Maint❑
❑Y,§N
New WorkAN
Replace
r
—
i(y
Maint ❑
❑ Y M N
/5
New Work❑
Replace
Maint ❑
❑ Y ❑ N
New Work [I
Replace
Maint ❑
❑ Y ❑ N
New Work
Replace
Maint ❑
❑ Y ❑ N
New Work
Replace
Maint ❑
❑ Y ❑ N
New Work ❑
Replace
Maint ❑
❑ Y ❑ N
New Work EF
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 El
Replace
Maint ❑
❑ Y ❑ N
New Wotk 13
Replace
Maint ❑
❑ Y ❑ N
New Work
Replace
Maint ❑
❑ Y ❑ N
New Work
Replace
Maint ❑
❑ Y ❑ N
New Work
Replace
Maint ❑
❑ Y ❑ N
RECEIVED
New Work❑
Replace
Maint ❑
❑ Y ❑ N
AUG 22 2(
New Work LlReplace
Maint ❑
❑ Y ❑ N
New Work 0
Replace
Maint ❑
❑ Y ❑ N
revised 02/16/10

NC Division of Coastal Mgt. Application Computer Sheet, Page a of a)
Applicant: SC7A7 Alr
Date: PKA
Describe below the HABITAT disturbances for the application. All values should match the name, and units of measurement
found in your Habitat code sheet
Habitat Name
DISTURB TYPE
Choose One
TOTAL Sq. Ft
(Applied for.
Disturbance total
includes any
anticipated
restoration or
temp impacts)
FINAL Sq. Ft.
(Anticipated final
disturbance.
Excludes any
restoration
and/or temp
impact amount
TOTAL Feet
(Applied for.
Disturbance
total includes
any anticipated
restoration or
tamp im acts
FINAL Feet
(Anwipated final
disturbance.
Excludes any
restoration andror
temp impact
amount
DredgeA Fill Et Both A Other ❑
AZ>
DredgeA Fill ❑ Both ❑ Other ❑
1�
> .X
Dredge ❑ Fill ❑ Both ❑ Other N
l
Dredge 0 Fill Both D Other
Dredge ❑ Fill ❑ Both ❑ Other ❑
Dredge ❑ Fill ❑ Both ❑ Other ❑
Dredge ❑ Fill ❑ Both ❑ Other ❑
Dredge ❑ Fill ❑ Both ❑ Other ❑
Dredge ❑ Fill ❑ Both ❑ Other ❑
Dredge ❑ Fig ❑ Both ❑ Other ❑
Dredge ❑ Fill ❑ Both ❑ Other ❑
Dredge ❑ Fill ❑ Both ❑ Other ❑
Dredge ❑ Fill ❑ Both ❑ Other ❑
Dredge ❑ Fill ❑ Both ❑ Other ❑
Dredge ❑ Fill ❑ Both ❑ Other ❑
RECEIVED
AUG 2 2 2016
DCM- MHD CITY
252.808.2608 :: 1.888-4RCOAST :: www.nccoastalmanaaement.nat revised: 02115/10

DI'
Coastal Management
ENVIRONMENTAL QUALITY
December 16, 2016
Jeff Akin
11308 Brass Kettle Road
Raleigh, NC 27614
PAT MCCRORY
Gevenvn•
DONALD R. VAN DER VAART
BRAXTON DAVIS
SUBJECT: Coastal Area Management Act (CAMA) Permit Application Submittal for NC
Seafood Industrial Park Authority-Wanchese in Dare County
Dear Mr. Akin:
This letter is in response to your application request under the Coastal Area Management Act
(CAMA) to construct a docking facility adjacent to your property in Dare County. On September
6, 2016, processing of your application was placed on applicant hold pending resolution of
issues with Shellfish Sanitation. Subsequently, Division of Water Resources, issued a Request for
Additional Information on July 27, 2016. This office received an email from the Division of
Water Resources that their request for additional information had been satisfied on November
21, 2016. Therefore, processing of your permit application has officially resumed. The revised
projected 75-day deadline for making a decision is December 25, 2016.
Please feel free to contact me by phone at [phone] ext. 212) if you would like to discuss
this matter further.
Sincerely, �j
J� �`� /
Doug Huggett
Major Permits Coordinator
Nothing Compares:
State of North Carolina I Environmental Quality I Coastal Management
400 Commerce Avenue I Morehead City, NC 28557
252 808 2808 T

DIVISION OF COASTAL MANAGEMENT
FIELD INVESTIGATION REPORT
1. APPLICANT'S NAME: Jeff Akin
2. LOCATION OF PROJECT SITE: Project site is located at 4638 Loop Road adjacent a man made canal off
Fortescue Creek off the Pungo River near Scranton, in Hyde County, North Carolina.
Photo Index - 2006:111-8553; S-16 2000:111-1238; S-16 1995:111-1168; V-9
State Plane Coordinates - X: 2,744,200 Y: 627,300
Pamlico Beach Quad. (lower left corner)
3. INVESTIGATION TYPE: CAMA/Dredge and Fill
4. INVESTIGATIVE PROCEDURE: Dates of Site Visit - 29March 2016
Was Applicant Present - Yes
5. PROCESSING PROCEDURE: Application Received - 27 July 2016
Office - Washington
6. SITE DESCRIPTION:
(A) Local Land Use Plan - Hyde County
Land Classification - Rural with Services
(B) AEC(s) Involved: EW, PTA, ES, PTS
(D) Water Dependent: Yes
(D) Intended Use: Private
(E) Wastewater Treatment: Existing - Septic tank and drainfield
Planned - N/A
(F) Type of Structures: Existing - Existing un-occupied single family home, barn, man made canals
Planned - Access road to an upland boat basin and boat ramp.
(G) Estimated Annual Rate of Erosion: Unknown
HABITAT DESCRIPTION: [AREA]
DREDGED FILLED OTHER
51 ft2 (Coastal
2,264 ft2 (Access Road
(A) Vegetated Wetlands
Wetlands for Basin)
to Boat Ramp)
300 ft2 (Boat Ramp)
128 ft2 (Shaded)
(B) Non -Vegetated Wetlands
Canal and Basin Bottom
(C) Other
1,632 ft2 (Basin)
14,328 ft2 (Spoil
Uplands
disposal, access road
and basin)
o, r-
(D) Total Area Disturbed: 18,275 ft2 (0.42 acres) S E P 14 J 16
(E) Primary Nursery Area: Yes
(F) Water Classification: SAHQWNSW DCM- MHD CITY
Open: No
8. PROJECT SUMMARY: The applicant proposes to excavate an upland boat basin with a varying width of 15'
to 30' by 74' long, construct a 15' wide boat ramp in the basin with a 4' x 32' launch pier. The perimeter of
the boat basin is to be stabilized with a bulkhead.

Jeff Akin
Canal off Fortescue Creek
Scranton
Hyde County
Project Setting
The 49-acre project site is located off SR 1145 at 4638 Loop Road adjacent Fortescue
Creek off the Pungo River near Scranton in Hyde County, North Carolina. The project site is
bordered on the north by Loop Road, to the west and east by unnamed tributaries off Fortescue
Creek that borders the project site to the south. There is an existing home and storage building
adjacent Loop Road. East of the existing residence and also adjacent Loop Road was once a farm
field that has been taken out of production and enrolled in the Conservation Reserve Enhancement
Program (CREP). The area south of the CREP easement and existing residence is wooded that
transitions to a large area of Coastal Wetland marsh adjacent Fortescue Creek. The CREP easement
has grown up in woody vegetation including loblolly pine, red cedar wax myrtle, sweet gum and
red bay. The wooded area to the south of the easement is vegetated similarly. The Coastal
Wetlands marsh is vegetated mainly with black needle rush. With the exception of the relic spoil
material adjacent the eastern canal, the CREP easement has been delineated as 404 wooded
wetlands in the vicinity of the canal. There is an unimproved dirt path off the Loop road that
circles around the eastern and southern edge of the CREP easement. This unimproved dirt path is
on uplands on relic spoil material generated from the excavation of the canal for the first±200' off
the Loop Road. Otherwise the unimproved dirt path is in wetlands delineated by the US Army
Corps of Engineers (USACOE) through the turn along the southern boundary for another f 100'.
The unnamed tributaries off Fortescue Creek on the east and west side of the project site
have headwaters that have been channelized for agricultural drainage. The channelization/canal
on the east side is the largest being 25' to 30' wide. Water depths in this canal range from 2' to
3'. At the head of this canal is a basin that serves as a harbor of refuge for 18' to 20' outboard
fishing boats. There is also a dilapidated boat ramp in this basin. This basin is on the adjoining
property (Carawan) east of the project site.
Fortescue Creek and the unnamed tributaries on the east and west side of the property are
designated as Coastal Waters by the Marine Fisheries Commission, and Primary Nursery Areas by
the Division of Marine Fisheries. The Environmental Management Commission classifies
Fortescue Creek and its tributaries as SA HQW NSW. This area of Fortescue Creek is closed to
shellfishing.
Project Description
RECEI V.-.
SEP 14 2016
The applicant proposes to construct a small boat access in the eastern canal byexcavatin
into the adjacent upland spoil bank a boat basin with a width that vanes from 15'QG'OAWMId CITY
74' long to a depth of minus 2.4' below the normal water level (NWL). A 15' wide x 20' (below
the NWL) boat ramp is to be constructed in the proposed basin. The basin will be located just
outside the CREP easement where the unimproved dirt path makes a 90 degree turn down the
southern CREP boundary. The basin design will provide "side to" mooring for 2 boats, one

Jeff Akin
Canal off Fortescue Creek
Hyde County
Page Two
adjacent the boat ramp and 4' wide x 32' long launch pier and another space "side to" the bulkhead
in the basin. The entire basin is to stabilized with a wood or vinyl bulkhead. The unimproved dirt
path will require earthen fill in order for it to support vehicular traffic. At this time the applicant
does not propose any surfacing of the dirt path with gravel, etc. The boat ramp is to be constructed
with a concrete pad.
Anticipated Impacts
Excavation of the basin will convert 1,632 ft2 of uplands to open water and result in 51 ft2
loss of fringe Coastal Wetlands. Improvements to the dirt path to support vehicular traffic to the
proposed boat ramp will fill 2,264 ft2 of 404 wetlands. Spoil deposition, bulkhead construction
and improvements to the dirt path will disturb 14,328 ft2 of uplands. Construction of the basin,
bulkhead and boat ramp will result in some short-term localized turbidity. The project once
completed will increase small boat traffic in the canal and their associated impacts.
Steve Trowell — Washington Regional Office — 4 August 2016
RECEIVED
SEP 14 2016
DCM- MHD CITY

4638 Loop Road (Scranton), Hyde County, North Carolina D L M
CAMA Major Permit Application
Mr. Jeff Akin — ownerlapplicant JUL U 8 Zm
Project Narrative
June 20, 2016 g „,A R w
11
Proposed Project:
Mr, Jeff Akin proposes to construct a private boat ramp for recreational use on his property located at 4638
Loop Road, Scranton, Hyde County. The property is bounded to the east and west by man-made canals
which connect to Fortescue Creek. A boat ramp is proposed on the eastern canal and would be accessed
from an existing dirt road off the Loop Road (SR 1145). The existing dirt road is located at the property's
eastern boundary along SR 1145 and provides access to the rest of the property around a Farm Service
Agency Conservation Reserve Enhancement Program (CREP) easement. The road is dirt, devoid of
vegetation, and is clearly visible on aerial photography.
The boat ramp is proposed on the eastern canal to minimize potential environmental impacts (discussed in
greater detail below). An existing basin, containing a boat ramp accessed from the adjacent property, exists
on the eastern canal. A commercial fishing boat has moored within the existing basin, establishing a
navigable use in the eastern canal.
In order to keep proposed structures out of the canal and maintain navigation through the canal, a largely
upland basin is requested for siting the ramp. The basin has been sized to allow for a fixed dock along the
ramp, providing access at launch and retrieval and dockage for one boat. A second boat slip parallel to the
basin's bulkhead and upstream of the ramp is also requested. Maintenance of a portion of the dirt access
road, within its existing footprint, is requested. A new 12' wide road is needed to extend from the top of the
ramp to the existing dirt road (an approximate 20' distance).
Scopina and Alternatives Analysis:
The intended recreational use of the property is highly dependent on access to the adjacent waterbodies.
Immediately following purchase of the property, Mr. Akin sought a CAMA Permit for construction of a boat
ramp. A CAMA General Permit was issued for a ramp on the eastern canal across from the existing (off -
property) basin. The intention was to utilize space at the existing basin and minimize environmental impacts
since the shoreline here contained no coastal marsh fringe. However, the approved location was not
feasible due to the CREP easement located along SR 1145 on the eastern half of the property (see
enclosed figures). Shoreline across from the existing basin fell within the CREP easement. Based on the
applicant's correspondence with CREP representatives and language of the CREP easement, any
development (including the boat ramp) is not allowed.
The applicant's preferred location for the boat ramp was not the eastern canal, but the western canal at a
point near SR 1145. The existing house and storage bam are located along this western boundary. The
ability to launch and retrieve boats near the house where parking and storage for trailered boats existed was
preferred. Land Management Group (LMG) made a site visit in July 2015 to map coastal marsh and 4404
wetland" fringe, obtain approximate water depths, and evaluate other potential fisheries resources along the
western canal. An area where no coastal marsh fringe existed near SR 1145 was identified as a potential
basin/boat ramp location. A subsequent scoping meeting with NCDEQ and USACE staff was held at the
NCDEQ Washington field office on September 2, 2015. The western canal is mapped as primary nursery
area by the NC Division of Marine Fisheries. Agency comments received during that meeting indicated
existing water depths (ranging between approximately -1.5' NWL and -2.0' NWL), the width of the canal, and
the potential shallow SAV habitat made the western canal less preferable than the eastern canal. The
eastern canal is not mapped as PNA, and contains the existing basin with an established use (see enr V E D
CAMA Major Permit Application, 4638 Loop Road, Scranton, Hyde County KK SGGEP 144 2016
Project Narrative; June 20, 2106
DCM- MHD CITY

figures). It was recommended that efforts be directed towards seeking approval to place the boat ramp in
the CREP easement (as previously permitted) or to locate the ramp elsewhere on the eastern canal.
The ability to obtain permission for a boat ramp in the CREP easement was determined to be highly
unlikely. On March 29, 2016, LMG met with NCDCM and USACE staff to approve coastal marsh and "404
wetland" limits within a project area on the eastern canal. Immediately downstream of the CREP boundary
along the canal, the shoreline contained little to no coastal marsh along a length wide enough to site a small
basin/ramp. The landward limit of coastal marsh was delineated by NCDCM and averaged five feet in width
at the proposed ramp location. Wetland limits within the project area were field approved by the USACE.
The majority of area landward of the proposed ramp location was determined by the USACE to be upland.
The proposed basin and boat ramp would utilize a location outside the CREP easement where coastal
marsh impacts are minimal and the basin could otherwise be located entirely in upland. The existing access
road from SR 1145, through the CREP easement and to the proposed basin location, was determined to be
partially wetland. Maintenance of the road, within the existing footprint, is proposed to the point of the boat
ramp. The existing curve in the road would allow for trailer backing without a traditional tum-around area
(thus minimizing new "404 wetland" impacts). A small 12' wide new road would extend from the top of the
ramp to the existing road and would require approximately 180 sq.ft. of "404 wetland" fill.
Proposed Structures and Excavation:
The proposed basin would be approximately 1,683 sq.ft. in size and would include approximately 51 sq.ft. of
coastal marsh impact. Estimated excavation volume is 187 cubic yards (cy). Spoil material would be placed
on lawn behind the existing house and barn. There is roughly 9,800 sq.ft. of available space for disposal.
The proposed disposal area was field reviewed and approved as upland by the USACE during their March
29, 2016 site visit.
LMG obtained approximate water depths in the existing canal on March 29, 2016, and the NCDCM provided
a normal water level (NWL) adjustment at that time. Existing water depths at the basin are approximately
-2.4' NWL. Water depths increased to approximately -3.0' NWL within 140' downstream of the proposed
basin. Final depth within the basin would match existing water depths of -2.4' NWL. No maintenance
dredging within the existing canal is requested.
Bulkheading would stabilize the cut (171 Ift). A temporary disturbance area 20' in width behind the bulkhead
is needed for the installation of tie -backs or anchors. Approximately 61 sq.ft. of wetland area is located
within this temporary disturbance area, but will be returned to original grade. With an estimated elevation of
+1' NWL to +2' NWL (NC LIDAR) behind the bulkhead and with the cap of the bulkhead approximately 2'
above ground surface, grading behind the wall will taper back to original grade without additional wetland fill.
A 15' wide by 40' to 60' long concrete ramp is proposed with a 4' wide by 32' long fixed pier. Two moorm
pilings to provide dockage alongside the upstream bulkhead are also proposed. To the extent practicabb M
installation of the bulkheading and ramp can be completed before connection to the canal is opened (by
maintaining an earthen plug along the shore edge) to control erosion during construction. . UL 4 8 2016
Minimization and Avoidance of Environmental Impacts: I
Although minimal coastal marsh impact is requested, excavation of an approximately 5' width of marsh _' AAA R0
fringe is not expected to result in a significant impact or loss of resource. The project attempts to meet the
intent of the CAMA rules by minimizing the overall loss of estuarine and fisheries resources. While a boat
ramp basin could have been sited on the western canal with no coastal marsh impact, the potential impact
to PNA waters and SAV habitat was considered to be a more significant resource loss. A largely upland
basin also complies with the CAMA's preferred siting guidelines (upland basin rather than open water
siting). RECEIVED
CAMA Major Perm# Application, 4638Loop Road, Scranton, Hyde County SEP 14 2016
Project Narrative; June 20, 2106
DCM- MHD CITY

Maintenance of the existing dirt access road will result in approximately 2,084 sq.ft. of work in "404 wetland".
However, the area is already a dirt road with no vegetation and compacted soils. Maintenance of the
existing footprint would utilize an already disturbed wetland area with an established use as a road, and
would avoid the need for a new tum-around area.
New, permanent wetland impacts have been calculated to total 231 sq.ft. This total includes a 180 sq.ft.
impact of "404 wetland" to extend access from the top of the ramp to the existing road and 51 sq.it. of
coastal marsh impact at the basin cut. Given that new, permanent wetland impacts are less than 300 sq.ft.
in total, impacts are thought to be minimal and no mitigation is thought to be necessary.
The proposed work attempts to: (1) avoid dockage along PNA waters, (2) reduce boat traffic in potential
shallow SAV habitat, (3) avoid new structures in public trust waters, (4) utilize a shoreline largely devoid of
marsh fringe, (5) utilize a canal with established boating access, and (6) utilize an existing access road to
minimize new wetland impacts.
IJ CIS i
JUL as tots RECEIVED
WARO
SEP 14 2016
DCM- MHD CITY
CAMA Major Permit Application, 4638 Loop Road, Scranton, Hyde County
Project Narrative; June 20, 2106

ON MP-1
APPLICATION for
Major Development Permit
(last revised 12127/06)
North Carolina DIVISION OF COASTAL MANAGEMENT
1. Primary Applicant/ Landowner Information
Business Name
Project Name (if applicable)
N/A
4638 Loop Road, Scranton
Applicant 1: First Name
MI
Last Name
Mr. Jeff
Akin
Applicant 2: First Name
MI
Last Name
If additional applicants, please attach an additional pages) with names listed.
Mailing Address
PO Box
City
State
11308 Brass Kettle Road
Raleigh
INC
ZIP
Country
Phone No.
FAX No.
27614
USA
919-796-0297 ext.
-
Street Address (if different from above)
City
State
ZIP
same
Email
makin8080@aol.00m
2. Agent/Contractor Information
Business Name
Land Management Group, Inc.
RECEIVED
Agent/ Contractor 1: First Name
MI
Last Name
Laura
Stasavich
Agent/ Contractor 2: First Name
MI
Last Name
Mailing Address
PO Box
City
State
3805 Wrightsville Avenue, Suite 15
Wilmington
NC
ZIP
Phone No. 1
Phone No.
2
28403
910 - 452 - 0001
ext.
ext.
FAX No.
Contractor #
910-452-0060
Street Address (if different from above)
City
State
ZIP
same
Email
Q C M
[e-mail]
<Form continues on back> �'JUL 0 8 2016
V 1@ A RO
25R-Bab-�3B 6 ,. T-Ssz-ae -:u37 4: wsww.mar. ecas8�^.xroe6evwevo 2.aoat

Form DCM MP-1 (Page 2 of 4)
APPLICATION for
Major Development Permit
3. Project Location
County (can be multiple)
Street Address
State Rd. #
Hyde
4638 Loop Road
Subdivision Name
City
State
Zip
N/A
Scranton
INC
27875 -
Lot No. (a) (if many, attach additional page with list)
Phone No.
Two parcels under one tax id number 7642-320-9261,
919 - 659 -1501 ext.
a. In which NC river basin is the project located?
b. Name of body of water nearest to proposed project
Tar -Pamlico
unnamed man-made canal to Fortescue Creek; Fortescue
Creek
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
Fortescue Creek; Pungo River
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.
Scranton
4. Site Description
a. Total length of shoreline on the tract (R)
b. Size of entire tract (sq.ft.)
In excess of 5,000Ift (-5,487 Ift)
49.67: ac
c. Size of individual lot(s)
d. Approximate elevation of tract above NHW (normal high water) or
N/A, I I
NWL (normal water level)
(If many lot sizes, please attach additional page with a list)
—V to 2' based on NCDOT Lidar ❑NHW or ®NWL
e. Vegetation on tract
Within project area, pines, sweet gum, red maple, red bay.
f. Man-made features and uses now on tract
Man-made features include un-occupied single family home with septic system and dirt drive; new barn, maintained yard.
Canals which bound property to the west and east are historic, man-made features (connecting to Fortescue Creek). Past
and current use is residential, recreational.
g. Identify and describe the existing land uses adiacent to the proposed project site. R C ^ E VC I / D
G G
\/
Residential; single family lots.
SEP 14 2016
h. How does local government zone the tract?
I. Is the proposed project consistent wit oAl�ca ? ^r
C'
Residential in nature - no zoning
(Attach zoning compliance certficate,¢Ildb%"-9 i
❑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> I 'JUL a 8 2016
2552-836-2808 :: 1-888.4RCOA3T :: www.ncconstalmonagleme n RO

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 ONO
(Attach documentation, if available)
n. Describe existing wastewater treatment facilities.
On -site septic system for existing house.
o. Describe existing drinking water supply source.
Municipal services.
p. Describe existing storm water management or treatment systems.
No man-made treatment systems exist.
& Activities and Impacts
a. Will the project be for commercial, public, or private use? ❑Commercial ❑PublidGovemment
®Private/Community
b. Give a brief description of purpose, use, and daily operations of the project when complete.
The proposed boat ramp will provide access to the adjacent waterbodies for recreational use by the owner and his invited
guests.
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.
Standard construction equipment such as backhoe, dumptruck, and pile driver; good marine construction techniques for
installation of bulkheading and concrete ramp. Concrete ramp can be poured on upland and pushed into place and/or
installed before basin cut is opened to canal (keeping an earthern plug in place along shoreline until after installation of
ramp). Equipment can be stored on upland portions of the property at the existing house and barn if necessary.
d. List all development activities you propose.
Installation of a private, residential boat ramp for access to Fortescue Creek and adjacent waterbodies. Excavation of an
upland basin for siting the ramp, fixed pier, and dockage of two small (-20') runabouts in a manner that will not block
navigation in the existing man-made canal. Basin cut has been located at the point along the shoreline where coastal marsh
fringe impact is less than 5' in width, for an estimated 51 sq.ft. of coastal marsh impact. Bulkhead stabilization along ramp
and basin cut. A 12' wide road from ramp to existing dirt access road from the Loop Road (SR1145) which will require 180
sq.ft. of wetland impact. Maintenance of existing access road from Loop Road within its existing footprint through an existing
CREP easment.
e. Are the proposed activities maintenance of an existing project, new work, or both? New
f. What is the approximate total disturbed land area resulting from the proposed project? 24,806 ®Sq.Ft or []Acres
g. Will the proposed project encroach on any public easement, public aocessway 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.
There are no existing direct discharges to waters of the state and none are proposed. VvL 0 S 2016
I. Will wastewater or stornwater be discharged into a wetland? ❑Yes E]Nol ®NA
If yes, will this discharged water be of the same salinity as the receiving water? ❑Yes ❑No ®NA
j. Is there any mitigation proposed? ❑Yes ®No ❑NA
If yes, attach a mitigation proposal.
'JLr t 4 LUlb
C
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Form DCM MP-1 (Page 4 of 4)
APPLICATION for
Major Development Permit
<Fonn continues on back>
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) — (0 are always applicable to any major development application. Please consult the application
Instruction booklet on how to property prepare the required items below.
a. A project narrative.
b. An accurate, dated work plat (including plan view and cross -sectional drawings) drawn to scale. Please give the present status of the
proposed project. Is any portion already complete? If previously authorized work, clearly indicate on maps, plats, drawings to distinguish
between work completed and proposed.
C. A site or location map that is sufficiently detailed to guide agency personnel unfamiliar with the area to the site.
d. A copy of the deed (with state application only) or other instrument under which the applicant claims title to the affected properties.
e. The appropriate application fee. Check or money order made payable to DENR.
f. A 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 To the West: Mitchell Gibbs Phone No.
Address 4500 Loop Road, Scranton, NC 27875
Name To the East: Evelyn Carawan Phone No.
Address 4850 Loop Road, Scranton, INC 27875
Name Phone No.
Address
g. A list of previous state or federal permits issued for work on the project tract. Include permit numbers, permittee, and issuing dates.
CAMA General Permit, Akin, numberidate unknown.
h. Signed consultant or agent authorization form, if applicable.
I. Wetland delineation, if necessary.
j. A signed AEC hazard notice for projects in oceanfront and inlet areas. (Must be signed by property owner)
k. A statement of compliance with the N.C. Environmental Policy Act (N.C.G.S. 113A 1-10), if necessary. If the project involves expenditure
of public funds or use of public lands, attach a statement documenting compliance with the North Carolina Environmental Policy Act.
1 7. Certification and Permission to Enter on Land
I understand that any permit issued in response to this application will allow only thi
The project will be subject to the conditions and restrictions contained in the permit.
application.
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 certi that the information provided in this application is truthful to the best of my knowledge. RECEIVED
Date Print Name _Land Management Group, Inc. Agent
/ ,' SEPT4 2016
Signature Q�?W— IPJZ-
DCM- MHD CITY
Please indicate application attachments pertaining to your proposed project. DCM
®DCM MP-2 Excavation and Fill Information ❑DCM MP-5 Bridges and Culve
®DCM MP-3 Upland Development 'JUL 0 8 2016
[DDCM MP4 Structures Information I
WARO
252-808-2808 :. 1-888-4RCOAST :: www.nccoastaImanagement. not

Form DCM MP-2
EXCAVATION and FILL
(Except for bridges and culverts)
Attach this form to Joint Application for CAMA Major Permit, Form DCM MP-1. Be sure to complete all other sections of the Joint
Application that relate to this proposed project. Please include all supplemental information.
Describe below the purpose of proposed excavation and/or fill activities. All values should be given in feet.
Access
Other
Channel
(NLW or
Canal
Boat Basin
Boat Ramp
Rock Groin
Rock
Breakwater
(excluding
shoreline
NWL
stabilization
Length
N/A
N/A
74'
40' to 60'
N/A
N/A
N/A
Width
N/A
WA
15'to30'
16
N/A
N/A
N/A
Avg. Existing
WA
N/A
+V to +2'
+1' NWL
NA
NA
N/A
Depth
NWL
Final Project
WA
N/A
-2.4' NWL
2.4' NWL
NA
NA
N/A
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.
Loam; sandy loam within upland along man-made cant
Minimal excavation along existing shoreline to connect proposed
basin to canal.
c.
(i) Does the area to be excavated include coastal wetlands/marsh
d. High -ground excavation in cubic yards.
(CW) submerged aquatic vegetation (SAV), shell bottom (SB),
1,632 cy
or other wetlands (WL)? If any boxes are checked, provide the
number of square feet affected.
®CW 51 salt ❑SAV ❑SB
OWL []None
(ii) Describe the purpose of the excavation in these areas:
��
The upland basin for the proposed ramp has been located at the
point on the shoreline with the least amount of coastal marsh
fringe. Altemate locations with no coastal marsh fringe were not
4
feasible due to PNA mapping or CREP easements. The
WL 8 2016
proposed cut would be located at a point where coastal marsh
fringe is approximately 6 in width. Also see project narrative.
ARU
2.
DISPOSAL OF EXCAVATED MATERIAL
❑This section not applicable
a.
Location of disposal area.
b. Dimensions of disposal area.
Within upland portion of property now maintained as a
Approx. 9,800 sgft
mowed yard (behind existing house and bam).
c.
(i) Do you claim title to disposal area?
d. (i) Will a disposal area be available for future maintenance?
®Yes ❑No ❑IJA
®Yes [:]No ❑NA
(ii) If no, attach a letter granting permission from the owner.
(ii) If yes, where?
Same as current disposal area.
e. (i) Does the disposal area include any coastal wetlands/marsh
(C1N), submerged aquatic vegetation (SAV), shell bottom (SB),
or other wetlands (WL)? If any boxes are checked, provide the
number of square feet affected.
❑CW _ ❑SAV ❑SB
I. (i) Does the disposal include any area in the water? RECEIVED
❑Yes ®No ❑NA
(ii) If yes, how much water area is affected? S E P 14 2016
WA
nr_nn_ nnNn CIT'
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Form U(t M MP-2 (Excavation and FIN, Page 2 od W
❑WL _ ®None
(ii) Describe the purpose of disposal in these areas:
N/A
®Bulkhead ❑Riprap ❑Breakwater/Sill ❑Other: Width: 2'
c. Average distance waterward of NHW or NWL: Will be aligned d. Maximum distance waterward of NHW or NWL: 0
along basin cut, which will become NWL.
e. Type of stabilization material: f. (i) Has there been shoreline erosion during preceding 12
Vinyl or wood bulkheading, to be finalized with contractor. months?
❑Yes NNo ❑NA
(ii) If yes, state amount of erosion and source of erosion amount
information.
g. Number of square feet of fill to be placed below water level.
Bulkhead backfill None Riprap
Breakwater/Sill Other
i. Source of fill material.
N/A
h. Type of fill material.
Bacfill behind bulkead will be clean sand, per contractor.
Y
iL082016
4. OTHER FILL ACTIVITIES ion not applicable
(Excluding Shoreline Stabilashon)
a. (i) Will fill material be brouaht to the site? []Yes NNo ❑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 N/A
(iii) Dimensions of fill area N/A
(iv) Purpose of fill
N/A
5. GENERAL
a. How will excavated or fill material be kept on site and erosion
controlled?
Basin cut will be stabilized with bulkheading. During construction,
earthen berm can be left along shoreline and removed after all
other excavation completed and bulkhead/ramp are installed.
c. (i) Will navigational aids be required as a result of the project?
❑Yes ONO ❑NA
(ii) If yes, explain what type and how they will be implemented.
N/A
submerged aquatic vegetation (SAV), shell bottom (bb), or
other wetlands (WL)? If any boxes are checked, provide the
number of square feet affected.
❑CW _ ❑SAV _ ❑SB
OWL 180 soft []None
(ii) Describe the purpose of the fill in these areas:
To create 12' drive from top of boat ramp to existing dirt access
road from SR1145 (Loop Road).
RECEIVED
SEP 14 2016
b. What type of construction equipment will be used (e.g., drag Me,
backhoe, or hydraulic dredge)?
Backhoe; pile driver for bulkhead installation.
d. (i) Will wetlands be crossed in transporting equipment to project
site? ❑Yes ENO ❑NA
(ii) If yes, explain steps that will be taken to avoid or minimize
environmental impacts.
Existing dirt access road off SR 1145 will provide access to
construction she. A portion of that dirt road is jurisdictional
wetland - the maintenance of which is included in this
application.
252.808.2808:: t•888-4RCOAST:: www.naeoastalmanagament.net revised: 12126106

F,,, , Mg MP-2 (Zracawzft a and MOO, Page 3 & 3)
Date V
4638 Loop Road, Scranton (Akin)
Project Name
Mr. Jeff Akin
Applicant Na
Try Lru� /av�.
Applicakdi nature
rJUL 0 S 2016
WARU
RECEIVED
SEP 14 2016
DCM- MHD CITY
252-808-2808 :: 1-888-4RCOABT :: w .nccwatnlmanaaemont.nat revised: 12/26/06

Form DCM MP-3
UPLAND DEVELOPMENT
(Construction and/or land disturbing activities)
Attach this form to Joint Application for CAMA Major Permit, Form DCM MP-1. Be sure to complete all other sections of the Joint
Application that relate to this proposed project. Please include all supplemental information.
GENERAL UPLAND DEVELOPMENT
a. Type and number of buildings, facilities, units or structures
proposed.
None proposed.
c. Density (give the number of residential units and the units per
acre).
N/A- no new units proposed.
e. If the proposed project will disturb more than one acre of land, the
Division of Land Resources must receive an erosion and
sedimentation control plan at least 30 days before land -disturbing
activity begins.
(i) If applicable, has a sedimentation and erosion control plan been
submitted to the Division of Land Resources?
[]Yes ®No ❑NA
(ii) If yes, list the date submitted:
g. Give the percentage of the tract within the coastal shoreline AEC to
be covered by impervious and/or built -upon surfaces, such as
pavement, building, rooftops, or to be used for vehicular driveways
or parking.
New road for ramp = less than 290 sq.ft within AEC;
Maintenance of existing road = less than 3,969 sq.ft. within
AEC
Total new impervious in the AEC, less than 1% of total AEC
area on property.
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.
New road from top of ramp to existing road, less than 1 % of
total tract area. New road area 290 sq.ft., total tract is
approximately 50-acres.
j. Describe proposed method of sewage disposal.
N/A- no new disposal needed.
I. Describe location and type of proposed discharges to waters of the
state (e.g., surface runoff, sanitary wastewater, industrialt
commercial effluent, "wash down" and residential discharges).
b. Number of lots or parcels.
Two existing parcels with one tax id number (NC PIN 7642-
320-9261).
d. Size of area to be graded, filled, or disturbed including roads,
ditches, etc.
All work including maintenance of existing road and
disposal area = 24,806 sq.ft.
f. List the materials (such as mad, paver stone, asphalt, or concrete)
to be used for impervious surfaces.
Ramp will be concrete, driving surfaces will be dirt.
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:
[)"Cevt
UUL Cr j8�` 2016
RECEIVED
SEP 14 2016
DCM— 9�J HD �dYY
k. Have the facilities described in Item (i) received state or local
approval?
❑Yes ®No ❑NA
If yes, attach appropriate documentation.
m. Does the proposed project include an innovative stormwater
design?
❑Yes ®No ❑NA
If yes, attach appropriate documentation.
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FaM. BCM MP-3 (Upland Developenent, Page 2 of 2)
No direct discharges to waters of the state exist and none
are proposed.
m. Describe proposed drinking water supply source (e.g., well,
community, public system, etc.)
N/A - none needed for proposed work.
o. When was the lot(s) platted and recorded?
.�r zlJl �i
Date
4638 Loop Road, Scranton (Akin)
Project Name
Mr. Jeff Akin
Applicant Name
�:L0O0GW r QTGty �/i�r /,yC
Applicant Signature
�o
i
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
RECEIVED
SEP 14 2016
DCM- MHD CITY
252-808-2608 :: 1-888.4RCOAST :: www.necoaatelmanaaement.nW revised:/2/26186

Form DCM MP-4
STRUCTURES
(Construction within Public Trust Areas)
Attach this form to Joint Application for CAMA Major Permit, Form DCM MP-1. Be sure to complete all other sections of the Joint
Application that relate to this proposed project. Please include all supplemental information.
1. DOCKING FACILITY/MARINA CHARACTERISTICS
a. (i) Is the docking facility/marina: ❑Commercial ❑PublirJGovernment SPrivate/Community
❑This section not applicable
b. (i) Will the facility be open to the general public?
[]Yes SNo
c. (i) Dock(s) and/or pier(s)
d. (1) Are Finger Piers included? []Yes SNo
(it) Number 1 fixed pier along boat ramp
If yes:
(iii) Length 32'
(ii) Number
(iv) Width 4'
(iii) Length _
(v) Floating ❑Yes SNo
IN) Width
(v) Floating ❑Yes ❑No
e. (1) Are Platforms included? []Yes SNo
I. (i) Are Boatlifts included? []Yes SNo
If yes:
If yes:
(ii) Number
III) Number
(III) Length
(iii) Length
(iv) Width
(iv) Width
(v) Floating ❑Yes El 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- one at fixed pier alongside ramp. one
parallel to
❑ Full service, including travel lift and/or rail, repair or
bulkhead upstream side of ramo.
maintenance service
(ii) Number of slips existing
�{�
El Dockage, fuel, and marine supplies
None
LJ'�")
S Dockage ("wet slips') only, number of slips: 2
❑ Dry storage; number of boats:
JUL Q 8 2016
S Boat ramp(s); number of boat ramps: 1-private use only
❑ Other, please describe:
WA t ` O
i. Check the proposed type of siting:
j. Describe the typical boats to be served (e.g., open runabout,
❑ Land cut and access channel
charter boats, sail boats, mixed types).
❑Open water; dredging for basin and/or channel
small recreational runabouts
[]Open water; no dredging required
SOther; please describe:
Land cut only
4 L I
�lt/ 9
k. Typical boat length: 17' to 20'
I. (i) Will the facility be open to the general public?
m. (i) Will the facility have tie pilings?
°Yea SNo RECEIVED
[]Yes SNo
(ii) If yes number of tie pilings?
SEP 14 2016
DCM- MHD CITY
282-808.2808 :: 1.888.dRCOAST n www.nccoastalmanastement.net revised: 12127/06

FaIPffi DCM MP-4 (Sewdceuves, Page 2 ot, 4)
Z DOCKING FACIUMMARINA OPERATIONS ®This section not applicable
a. Check each of the following sanitary facilities that will be included in the proposed project.
❑ Office Toilets
❑ Toilets for patrons; Number: _; Location:
❑ Showers
❑ Boatholding tank pumpout; Give type and location:
b. Describe treatment type and disposal location for all sanitary wastewater.
c. Describe the disposal of solid waste, fish offal and trash.
d. Now will overboard discharge of sewage from boats be controlled? 1� '
4 'L
e. (i) Give the location and number of "No Sewage Discharge" signs proposed. f} A00
j'' �y`,
(ii) Give the location and number of "Pumpout Available" signs proposed.
f. Describe the special design, if applicable, for containing industrial type pollutants, such as paint, sandblasting waste and petroleum products.
g. Where will residue from vessel maintenance be disposed of?
h. Give the number of channel markers and "No Wake" signs proposed.
i. Give the location of fuel -handling facilities, and describe the safety measures planned to protect area water quality.
j. What will be the marina policy on overnight and live -aboard dockage?
k. Describe design measures that promote boat basin flushing?
I. If this project is an expansion of an existing marina, what types of services are currently provided?
RECEIVED
SEP 14 2016
M. Is the marina/docking facility proposed within a primary or secondary nursery area?
❑Yea []NO DCM- MHD CITY
asa-®o®-aa®a :: s-eea-aecowsr:: www.nicco■salrnanag me�lim" revx.d:1zn7ioe

L5atruti bC'M MP-4 (StLruct ves, Paae 3 of 4)
n. Is the marina/docking facility proposed within or adjacent to any shellfish harvesting area?
❑Yes []No
o. Is the madna/docking facility proposed within or adjacent to coastal wetlands/marsh (CW), submerged aquatic vegetation (SAV), shell bottom
(SB), or other wetlands (WL)? If any boxes are checked, provide the number of square feet affected.
❑CW ❑SAV ❑SB
OWL ❑None
p. Is the proposed marina/docking facility located within or within close proximity to any shellfish leases? ❑Yes ONO
If yes, give the name and address of the leaseholder(s), and give the proximity to the lease.
3. BOATHOUSE (including covered lilts) ®This section not applicable
a. (i) Is the boathouse structure(s):
❑Commercial ❑PubliclGovemment ❑Private/Community
(ii) Number
(iii) Length
(iv) Width
Note: Roofed areas are calculated from dripline dimensions.
14. GROIN (e.g., wood, sheefpile, etc. If a tock groin, use MP-2, Excavation and Fill.) ®This section not applicable
a. (1) Number
(ti) Length _
(III) Width
5. BREAKWATER (e.g., wood, sheetpile, etc.) ®This section not applicable
a. Length
c. Maximum distance beyond NHW, NWL or wetlands
b. Average distance from NHW, NWL, or wetlands
6. MOORING PILINGS and BUOYS []This section not applicable
a. Is the structure(s):
❑Commercial ❑Public/Govemment ®Private/Community
C. Distance to be placed beyond shoreline 0=1'
Note: This should be measured from marsh edge, if present.
e. Arc of the swing N/A
7. GENERAL
C
JUL 0 8 Z016
AR
b. Number 2 mooring pilings along bulkhead upstream of
ramp
d. Description of buoy (color, inscription, size, anchor, etc.)
No buoys- only mooring pilings (6" to 8" diameter)
RECEIVED
SEP 14 2016
DCM- MHD CITY
252-808-2808 :: 1.888dRCOAST :: wrvvwr.rvccaas8alrrvanagemeret.e+e& revised: 12/27106

v®Irwa lucm MP-411 (rnnwouves, paxgle 4 at' 45)
a. Proximity of structure(s) to adjacent riparian property lines
— 248 feet from proposed basin to canal's intersection with
SR 1145 (Loop Road).
Note: For buoy or mooring piling, use arc of swing including length
of vessel.
c. Width of water body
Existing canal at proposed basin location is approximately
30' wide (No new structures are proposed within existing
canal All structures will be placed in proposed upland cut).
e. (i) Will navigational aids be required as a result of the project?
❑Yes ®No ❑NA
(ii) If yes, explain what type and how they will be implemented.
b. Proximity of structure(s) to adjacent docking facilities.
Proposed basin will be approximately 140' downstream
from existing man-made basin/dock.
d. Water depth at waterward end of structure at NLW or NWL
Ex depths in canal at Proposed basin are -2 4' NWL.
depths increase to -3 0 NWL approximately 140 feet
downstream.
18. OTHER []This section not applicable
a. Give complete description:
A,(" ( &f6
Date
4638 Loop Road, Scranton (Akin)
Project Name
Mr. Jeff Akin
Applicant Name
i/.�'' a"en lwK Gt/r.
App i n Signature l
RECEIVED
SEP 14 2016
DCM- MHD CITY
252.808-2808 :: 1.888.4RCOAST :: www.nccoastalmanaeement.mrt revised: 12/27/06

BOOK 265 PAGE 353 (3)
403957 VI IIVIIq'11111111H
This document presented and fled.
06110/2015 02:55:04 PM
certify that no delinquent Ad Valorem taxes or odler taxes
With which this office is charged are a lien on the property
Described in this deed.
1' 1
E MERITA IEWI"PENCER, HYDE COUNTY, NC
Excise Tax $270.00
fIvacan a;AacuLglgA GENERAL WARRANTY DEED
Excise Tax:
Parccl ldemiEer No. VedfWby CM*onthe_ dq'of •211—
nv
MaiUBoxto: Wheless&Wheless PLLC 101SYtninia Dare Road, Manteo NC27954 (15-110)
This instrument wss PePm by; Wheless & Wheiess, PLLC, 101 S. Virgipia Dare Reed, Manter, NC 27954
Brief descriptim for the bldex: L7APPROX.80 ACRES, IAOP ROAD
THIS DEED ode this 2nd day of June . 20_11 by and besemen.
William V. Taylor. unmarried
115 Broadbay Drive
Kill Devil Hills. NC 27948
Jeffrey W.Akin
11308 Brass Kettle Road
Raleigb.NC 27614
Thed"ignanw Cmmor and Grantee as usedlminsbaUinchdessidpartimtheirbebL auccesmors andassagas, andshallmchde
singuly, plural, masculine, fe®nmc or neuter as required by context.
VMNFSSETH,tbmthe Cmntm, fora valuable consideration paid by the Grantee, the Me *ofwWhisherebya,:kamdedged,has
said by these presents does grant, bargain, sell and convey unto the (noun in fee simple, all that certain lot "parcel ofland situated
in the City of Scranton Town ip, Hyde County, North Carolina and
more particularly descs3ed" follows:
Please see Exhibit "A" attached hereto and incorporated herein by reference.
This property is not the Grantor's primary residence.
The property berewbove desenbed was acquired by Grantor by instrument recorded in Book 209 page 411
A reep showing the above described property is recorded in Plat Book Page
NC Bar Association Form No. L3 d 1976, Revised 0 1977, 2002
Printed by Agreement with the NC Bar Association — 1981 SoRPro Corporaice, 313 E. Six Forks Rd., Raleigh, NC 27609
DCM
W ARC
RECEIVED
SEP 14 2016
DCM- MHn CITY

BK 265 PG 354 DOC#403957
TO HAVE AND TO HOLD the aforesaid lot orparcel of land and all Privileges and appurOca'aces that belonging to the Grantee
in fee simple.
And the Grantor covenants with the Grantee, that Grantor a ward of the premise to fee =Vk, bar the nghtm coweythe same in
fee side, tort title is marketable and flee and clear of all encumbrances, and that Grantor wild warrant and defend the title 'Pins"
We lawful claims of all persons whomsoever, other than the fonowmg arceptlrms: All easements and restrictions of record.
IN WITNESS WHEREOF. the Grantor by duly executed the foregoing p of the day and year fast above written.
(SEAL)
(Entity Name) William V Taylor
rsnarI
By
Title:
By
Title:
State of North Carolina - County of 100SC
1, the undersigned Notary Public of the County and State aforesaid certify that William V Taylor
personally appeared before ran this day and
acknowledged the due execution of the foregoing insnvment for the purposes therein expresw& Witness my hand and Notarial
stamp or seal this `F'- day of 1(Ln e 120
Mycom®ssion Expires:ljalT_. "� � '..• ;,,
State of North Carolina - County of
1, the undersigned Notary Public of the County and State aforesaid, certify that
personally came before me this day and acknowledged that _lee u the of
a North Carolina or
coryondodli ated liability company/genera!Wt-UHV�WMM&Fk---ug',w.a.yy...+,..�r,....
that by authority duly given and as the act of such entity, _he signed the foregoing mstrsunentin its name on its behalf a its actand
dad. Witness my hand and Notarial scamp or seal, this _ day of . 20.
My Commission Expim:
Notary Public
State of North Carolna - County of
k the undersigned Notary Public of the County and State aforwid. certify that
Witaesa my hand assd Notarial stamp or seal, this _ day of , 20_.
My Conma.ssion Expire:
Notary Public
TLe fosegomg Certificates) of
Wartcestified tote correct This mstiunentand this certificate are dulym@stesedatthe dateandtime andintheBook and Page shown
on the fast page hereof.
Register of Deeds for —County
By. Depmy/Auumat - Register of Deeds
NC Bar Association Form No. 1.3 ® 1976, Revised 1977, 2002
Printed by Agreement with the NC Bar Association -1991 SoflPro Corporation. 333 E. Six Forks Rd, Raleigh, NC 27609
DCM
[JUL 0 8 2016
RECEIVED
SEP 14 2016
DCM- MHn CITY

BK 265 PG 355 DOC#403957
EXHIBIT "A"
TRACT I: Beginning at a cedar post on the south side of the public road leading from the Baptist Church
to Makelyville and running thence southwardly and westwardly courses to a stake standing at the east
side of Gaskill's Creek; thence, with said creek to Fortescue's Creek; thence, running southeast to
Hamilton Creek; thence, a northwest course to corner of Sam Credle's lot of land; thence, a northeast
course to the William Credle line; thence, a northwardly course to a stake standing at a ditch at the
Hooten and Credle corner; thence, a southwardly course and westwardly course with the line of George
W. Jennette heirs to the beginning, containing 100 acres, more or less.
There is excepted from the above described land, 3 acres conveyed to Josephine Wade from Mary E.
Hooter.
TRACT ll: 3 acres more or less conveyed from Leo Sawyer et. ux to Jay Carawan by deed recorded in
Book 59, Page 34 of the Hyde County Registry.
Being one and the same as those three parcels shown on that survey map or plat entitled, "Revised Map
Prepared for Grantor: William V. Taylor; Grantee: Jeff Akin, dated 4/15/1S", and labeled Tax Record #22
and Tax Record #14943 and the 3.19 acre "CREPS TRACT", prepared by Billy R. Leggett, PLS and recorded
in Plat Cabinet ii Slide 1301., Hyde County Registry.
DCM
WL 0 8 2%
WA ROU
RECENED
SEP 14 2016

Lt
K
P
S.
�Ll
4

JULrt/��7nr� 4638 Loop Road, Scranton, Hyde County, NC
,1Vid' 2Vi6 LMG con Gwm— Mr. Jeff Akin (owner/applicant) scat
RECEIVED
AUG 2 2 2016
DCM- MHD CITY
t
6/13/2016
su� 15 (Title: CAMA Major Permit Application _ 1 — 01-15-167
LES 1 4 of 7

"404" Wetland Limit
"404" Wetland Limit
Proposed Road
Access to Ramp
Proposed Boat Ramp 15' x40r
12%to 15%slope
may be extended watenvard
Proposed Bulkhead 61 Ift,
to 60' long if grade requires
10' Wing Wall
C
Landward Limit —/
JUL 2016
Coastal Marsh
- (flagged
by NCDCM 3/29/16)
N
Property and CREP boundary provided by Billy Leggett (surveyor).
Publicly available data, including aerial and GIS data, overlaid by LMG for CAMA permitting only.
Depths are approximate and were field measured by LMG.
Resource boundaries have been GPS-located by LMG and approved by NCDCM/USACE.
Boundaries are approximate. This is not a survey.
Existing Dirt Road
End Road Maintenance
Ex. Dirt Road
Start Road
Maintenance
Ex. Dirt Road
"404" Wetland Limit
"rws%1' - dffi
CREP Boundary
(approx overlay) 3
CREP Boundary
(approx overlay)
Limits of Disturbance
(20' behind bulkhead)
Proposed Bulkhead 100 Ift,
10' Wing Wall
Proposed Excavation
for Basin 1,683 sqft
-2.4' NWL Final Depth
Proposed Dock 4' x 32
Mapped Edge
C of Bank/Waterward
U� Marsh Limit
Mapped Edge
of Bank
F e,.;..„.....' e.— a ...
3805 Wrightsville Ave., Suite 15
C/L Loop Road
(SR 1145)
Legend
CREP Easement Limit
Existing Access Road
Proposed Excavation (-2.4' NWL)
Proposed Boat Ramp
Proposed Fixed Dock
Proposed Road
"404 Wetland" Limit
Landward Limit Coastal Marsh
Proposed Bulkhead
Limits of Disturbance
RECEIVED
AUG 2 2 2016
DCM- NAND CITY
4638 Loop Road, Scranton, Hyde County, NC
Mr. Jeff Akin (owner/applicant)
te:
CAMA Major Permit Application
6/13/2016
1"=50' 1 01-15-167
LES

Road Maintenance
Approx 398-Ift
to remain within ex. footprint
"404" Wetland Limit
Legend
CREP Easement Limit
"404 Wetland" Limit
Landward Limit Coastal Marsh
Proposed Bulkhead
Limits of Disturbance
"404" Wetland Limit
CREP Boundary
(approx overlay)
4Y
C/L Loop Road
(SR 1145)
•i CREP Boundary
(approx overlay)
Fixed Dock 4' x 32'
— — — — — Property and CREP boundary provided by Billy Leggett (surveyor).
Publicly available data, including aerial and GIs data, overlaid by LMG for CAMI
------- Depths are approximate and were field measured by LMG.
Resource boundaries have been GPS-located by LMG and approved by NCDCI
Boundaries are approximate. This is not a survey.
Maintenance Ex. Access Road
Upland Area - 1,885 sqft
Maintenance Ex. Access Road
Wetland Area - 2,084 sqft o 0 0 0 0
New Road to Ramp Upland Area - 110 sqft
Wetland Impact~ 180 sqft
Temporary Upland Disturbance
(bulkhead be back installation) - 2,533 sqft =T
Temporary Wetland Disturbance
(bulkhead be back installation) - 61 sqft— =-�
Upland Excavation for Basin
Final Depth -2.4' NLW - 1,632 sqft
Coastal Marsh Excavation for
Basin - 51 sqft
SL
Road Maintenance O o
to remain within 0�` \ / /
ex. road footprint 00
x pt #
4/
x pt1i (-2.4'NWL)
m�
U
permitting only.
VUSACE. °
(-2.4' NWL)
NWL)
Existing, Connecting
Depth at Proposed Basin
-2.4' NWL
Coastal Marsh Impact
51 sqft (fringe width - 5')
RECEIVE
AUG 2 2 2016
DCM- MHD CI
LMG 4638 Loop Road, Scranton, Hyde County, NC
Mr. Jeff Akin (owner/applicant)
Fnrrmnmmml Canaullonn
Title:
W6911twliie A., Suite 15 CAMA Major Permit Application
721/P016
1"=50'
01-15-167
LES

�R
Property and CREP boundary provided by Billy Leggett (surveyor).
Legend
AUG 2 2 2 �i6 50 fpp
00
Publicly available data, including aerial and GIS data, overlaid by LMG for CAMA permitting only.
Property Lines —
Depths are approximate and were field measured by LMG.
LMG by NCDCMNSACE.
DC M- !!f e D, T ,
: ! I u Y
Resource boundaries have been GPS-located by and approved
CREP Boundary (approx)
,.,. �. ,
Boundaries are approximate. This is not a survey.
Prof: Date:
Revision Date:
Spoil Disposal Area
LMG
4638 Loop Road, Scranton, Hyde County, NC 6/132016
uepuexecUesrseoW—
e�.:.�.m...m .,a.,.
Mr. Jeff Akin (owner/applicant) Scale:
Job Number.
2012 Orthophotograph from NC OneMap
—
T e: 1 ^ =100'
01-15-167
3805 Wrightsville Ave., Suite 15
CAMA Major Permit Application
� n
Telephw . 910-052-0po1
�g
T of 7

"404" Wetland Limit
"404" Wetland Limit
Proposed Road
Access to Ramp
Proposed Boat Ramp 15' x 40' —�
12%to 15°h slope
may be extended waterward Proposed Bulkhead 61 Ift,
to 60' long'd grade requires 10' Wing Wall
CM
Landward Limit
JUL 68 HIS Coastal Marsh
(flagged by NCDCM 329116)
RM
Property and CREP boundary provided by Billy Leggett (surveyor).
Publicly available data, including aerial and GIS data, overlaid by LMG for LAMA permitting only.
Depths are approximate and were field measured by LMG.
Resource boundaries have been GPS-located by LMG and approved by NCDCMA)SACE.
Boundaries are approximate. This is not a survey.
Existing Dirt Road
End Road Maintenance
Ex. Dirt Road
Start Road
Maintenance
Ex. Dirt Road
"404" Wetland Limit
CREP Boundary
(approx overla
i
CREP Boundary
(approx overlay)
Limits of Disturbance
(20' behind bulkhead)
Proposed Bulkhead 100 Ift,
10' Wing Wall
�.. Proposed Excavation
for Basin 1,683 scift
-2.4' NWL Final Depth
Proposed Dock 4' x 32'
�— Mapped Edge
of BankNVaterward
U� Marsh Limit
4�
Mapped Edge
of Bank
C/L Loop Road
(SR 1145) _ - --WIM—Wnsm"O�
WR ftwalw
Legend
CREP Easement Limit — — — — —
Existing Access Road
Proposed Excavation (-2.4' NWL)
Proposed Boat Ramp
Proposed Fixed Dock
Proposed Road
"404 Wetland" Limit —
Landward Limit Coastal Marsh — —• • — • —
Proposed Bulkhead
Limits of Disturbance — — — — —
RECEIVED
SEP 0 S 2016
DCM— MHD CITY
x
LMG 4638 Loop Road, Scranton, Hyde County, NC 6/132016
'"HDNAN°`'�16HfB0QPi^ Mr. Jeff Akin lownerlapplignt)
e"a...... I m",,.o".� Scale,
1"=5a 1 01-15-167
LES 1 5 of 7 1

WEnNONJIFFER
APPROVED
CAROLRA
AL
MA MANAGEMENrCOMMIS N
Ddl.+tW OFNfA7PARg50LFr,E8
OA
ParmltN� "�= �a�b
OYYFi
Road Maintenance
Approx 398-lit
to remain within ex. footprint
'4M' Wetland Limit
Legend
CREP Easement Limit
"404 Wetland" Limit
Landward Limit Coastal Marsh
Proposed Bulkhead
Limits of Disturbance
"404" Wetland Limit
CREP Boundary
(approx overlay)
C/L Loop Road
(SR 1145)
CREP Boundary
(approx overlay)
— Fixed Dock 4' x 32'
— — — — — Property and CREP boundary provided by Billy Leggett (surveyor).
Publicly available data, including aerial and GIs data, overlaid by LMG for CAM
------- Depths are approximate and were field measured by LMG.
Resource boundaries have been GPS-located by LMG and approved by NCDCI
Boundaries are approximate. This Is not a survey.
Maintenance Ex. Access Road
Upland Area -1,885 sqft
Kw:
Maintenance Ex. Access Road
Wetland Area - 2,084 sqft
New Road to Ramp Upland Area - 110 sqft
Wetland Impact - 180 sqft '•'`
Temporary Upland Disturbance
(bulkhead tie back installation) - 2,533 sqft
Temporary Wetland Disturbanceu `\
(bulkhead be back installation) - 61 sqft
Upland Excavation for Basin
Final Depth -2.4' NLW -1,632 sqft
r ♦�
Coastal Marsh Excavation for •�;F ,��'
Basin - 51 sqft :
Road Maintenance oo o
v
to remain within ' ♦ / /
ex. road foo rint Pt #t (2.4' NWL)
tp � �/•
p� �" x pl#-2.4'NWL)
v...:: ... x pt (-2.4' NV&)
f ; 'F:•, .. x Existing, Connecting
pt 2 (-2.4' NWL) Depth at Proposed Basin
Wetland Impact E:� _ -2.4' NWL
(180 sqft) ♦:':.':.':.'.. x #13 (-2.4' NWL)
�C......
�♦r B% (-2.4' NWL)
1
Coastal Marsh Impact
51 sgft (fringe width - 5')
a Pt (-2.4' NWL)
RECEIVED
U�c SEP 0 8 2016
4v
permitting onDCM- MHD CITY
only.0 25 50 100
vt1SACE. x pt #6 (3.0' NWL)
Project Date: Revision Date:
LMG 4638 Loop Road, Scranton, Hyde County, NC 70/2016
'"ND"1dNACa'�"''GROUP°� Mr. Jeff Akin(ownedapplicant) Scale: Jo umber. Idle: ........ _ _ - _ _ 1"- 50 01-15-167
810452-=1 1 -..__._... ,..,,.,,,ram... LES

�cycnu
Property Lines
CREP Boundary (approx)
PNA - NCDMF mapping
Spoil Disposal Area
DOI,q''7,HC CITY JUl 48 Z016
�^--� WARD
"— � Y LVIY
Project:
4638 Loop Road, Scranton, Hyde County, NC
Mrut�werrnwc eaoue.. Mr. Jeff Akin (owner/applicant)
Fnvlronmennl [a n,uleanm
"1'p
Title: CAMA Major Permit Application
Wrightsville Ave., Suite l5 1
-19P e: 910-452-MOl
1 �1 Iy1 .�IJ
6/13/2016
1 " = 300' 1 01-15-167
LES

(i

"404" Wetland Limit
"404" Wetland Limit
Proposed Road
Access to Ramp
Proposed Boat Ramp 15' x 40'
12%to 15%slope
may be extended waterward
to 60' long if grade requires
Proposed Bulkhead 61 Ift,
10' Wing Wall
DCM
Landward Limit
R E C Fit agge y CDFnq'CD stal Marsh
CM 3/29/16)
W APO AUG 2 2 2016
Property and CREP bound[D &illladby 13t,11f( �goitis or).
Publicly available data, including aanall and GI5 ta, oveTaid by LMG for CAMA permitting only.
Depths are approximate and were field measured by LMG.
Resource boundaries have been GPS-located by LMG and approved by NCDCM/USACE.
Boundaries are approximate. This is not a survey.
Existing Dirt Road
End Road Maintenance
Ex. Dirt Road
Start Road
Maintenance
Ex. Dirt Road
"404" Wetland Limit
CREP Boundary r ;
(approx overlay)
CREP Boundary
s
(approx overlay)
Limits of Disturbance
(20' behind bulkhead)
Proposed Bulkhead 100 Ift,
10' Wing Wall
Proposed Excavation
for Basin 1,683 sqft
-2.4' NWL Final Depth
1. �_ I \\— Proposed Dock 4' x 32'
Mapped Edge
of Bank/Waterward
V� Marsh Limit
44.
Mapped Edge
of Bank
3805 Mghtsville Ave., Suite 15
C/L Loop Road
(SR 1145)
Legend
CREP Easement Limit
Existing Access Road
Proposed Excavation (-2.4' NWL)
Proposed Boat Ramp
Proposed Fixed Dock
Proposed Road
"404 Wetland" Limit
Landward Limit Coastal Marsh
Proposed Bulkhead
Limits of Disturbance
Rr CEtVE-D
AUG 2 2 2016
DCM- MHD CIT
4638 Loop Road, Scranton, Hyde County, NC
Mr. Jeff Akin (owner/applicant)
CAMA Major PermitApplication
6/13/2016
1"=50' 1 01-15-167
LES

a
CREP Easement Limit
"404 Wetland" Limit
Landward Limit Coastal Marsh
Proposed Bulkhead
Limits of Disturbance
Maintenance Ex. Access Road
Upland Area - 1,885 sqft
Maintenance Ex. Access Road
Wetland Area - 2,084 sqft o 0 0 0 0
New Road to Ramp Upland Area - 110 sqft
Wetland Impact - 180 sqft
Temporary Upland Disturbance
(bulkhead tie back installation) - 2,533 sqft
Temporary Wetland Disturbance
(bulkhead tie back installation) - 61 sqft
Upland Excavation for Basin
Final Depth -2.4' NLW - 1,632 sqft
Coastal Marsh Excavation for
Basin - 51 sqft
0 � nc
Road Maintenance o0 0 �i
to remain within
-24
ex. road footprint o �� x pt #
p 4�
c r
Wetland Impact
N(180 soft)
��
r'. _
— — — — Property and CREP boundary provided by Billy Leggett (surveyor).
Publicly available data, including aerial and GIS data, overlaid by LMG for CAMA permitting only.
------- Depths are approximate and were field measured by LMG.
Resource boundaries have been GPS-located by LMG and approved by NCDCMNSACE.
Boundaries are approximate. This is not a survey.
(-2.4' NWL)
NWL)
Existing, Connecting
Depth at Proposed Basin
-2.4' NWL
Coastal Marsh Impact
51 sqft (fringe width - 5')
pt (-2.4' NWL) ...n..._..__..
�c AUG 2 2 2015
DCM- HD CITY
/ 0 25 501
>x pt #5 (-3.0' NWL)
LMG 4638 Loop Road, Scranton, Hyde County, NC
1A11DMAN"Cf1O101P� Mr. Jeff Akin (owner/applicant)
Enrimnmmtal Co n,ul(on„
Title:
Wrightsville Ave., SuHe 15 CAMA Major Permit Application
deph°rp: 9104520001 DetailsStructure a5
7/21/2016
1„=SO,
LES
01-15-167

Rr--CEWED
AUG 2 2 2016
DC --.I - g CITY

3
DcM
JUL 6 8 2016
AR®
Property and CREP boundary provided by Billy Leggett (surveyor). Legend
Publicly available data, including aerial and GIs data, overlaid by LMG for CAMA permitting only. Property Lines—
Depths are approximate and were field measured b LMG.
Resource boundaries ha lwr�GP�t rf�y G and approved by NCDCM/uSACE. CREP Boundary (approx)
Boundaries are approxt ' rh / a u)b6 .
AUG 2 2 2016
Spoil Disposal Area
2012 Orthophotograph from NC OneMap
Fn r,ianmmnrol Canaullan,l
Ile Ave., Sufle 15
N 88 0Nnr261e
910-452-0001
I , ,
0 50 100 g 0
AUG 2 2 2016 -
]b(i Road, Scranton, Hyde County, NC
Mr. Jeff Akin (owner/applicant)
CAMA Major Permit Application
6/13/2016
1" = 100' 1 01-15-167
LES

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o
ni

�Yt1 LEM ICE p O�
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RECEIVE
SEP 14 2016

SEP 14 2016 LMG 4638 Loop Road, Scranton Hyde County, NC V�
9nn CC—DM1x.1csMENT6--,. Mr. Jeff Akin
JUL 2Vi 3 (owner/applicant) Sa
RE
4
s - :HD CITY
6/13/2016
— Title: 1"=50' 01-15-167
D M— M H D CITY, 3T� m _ 3805 Wrightsville Ave., Suite 15 CAMA Major Permit Application
sa-a vi"'-� - - - - . ADmwn_BY:. cr.....r.
DES 1 4 of 7

r
Publicly available data, including aerial and GIS data, overiaid by LMG for CAMA permlWng only.
Depths are approximate and were field measured by LMG.
Resource boundaries have been GPS-located by LMG and approved by NCDCM1t1SACE.
Boundaries are approximate. This is not a survey.
Env,ionmenmi Coniulmn,i
3805 VMQhtsville Ave, Suite 15
C/L Loop Road
(SR 1145)
Legend
CREP Easement Limit — — — — —
Existing Access Road
Proposed Excavation (-2.4' NWL)
Proposed Boat Ramp
Proposed Fixed Dock
Proposed Road
"404 Wetland" Limit -------
Landward Limit Coastal Marsh — — — —
Proposed Bulkhead
Limits of Disturbance — — — — —
4638 Loop Road, Scranton, Hyde County, NC
Mr. Jeff Akin (owner/applicant)
le:
CAMA Major Permit Application
RE IVED
SEP 4 2016
DCM- HD CITY
25 50 100
6/1312016
1"= 5a
01-15-167
LES

RECEIVED
SEP 14 2016
DCM- MHD CITY

5
"404" Wetland Limit
a
Road Maintenance
Approx 398-Ift
to remain within ex. footprint
CREP Easement Limit
M- M<�t41l�N�ttl"Limit
Landward Limit Coastal Marsh
Proposed Bulkhead
Limits of Disturbance
"404" Wetland Limit
CREP Boundary
(approx overlay)
4k
C/L Loop Road
(SR 1145)
CREP Boundary
(approx overlay)
ZO
— Fixed Dock 4' x 32'
Property and CREP boundary provided by Billy Leggett (surveyor).
Publicly available data, including aerial and GIS data, overlaid by LMG for CAM.
Depths are approximate and were field measured by LMG.
Resource boundaries have been GPS-located by LMG and approved by NCDC
Boundaries are approximate. This is not a survey.
Maintenance Ex. Access Road
Upland Area - 1,885 sqft
Maintenance Ex. Access Road
Wetland Area - 2,084 sqft
New Road to Ramp Upland Area - 110 sqft
Wetland Impact - 180 sqft
Temporary Upland Disturbance
(bulkhead tie back installation) - 2,533 sqft
Temporary Wetland Disturbance
(bulkhead tie back installation) - 61 sqft
Upland Excavation for Basin
Final Depth -2.4' NLW - 1,632 sqft
Coastal Marsh Excavation for
Basin - 51 sqft
Road Maintenance
to remain within
ex. road footprint
7
it
o /
x pt#1 (-2.4'NWL)
X / x pt _2.4.1
........'...
0 0° % ...........,
j r.... ... x pt (-2.4' NWL)
Existing, Connecting
pt 2 (-2.4' NWL) Depth at Proposed Basin
Wetland Impact ....... { x 2.4' NWL
(180 sqft) ��� . _ ...... ` #13 (-2.4' NWL)
�;�. '... 61c (-2.4' NWL)
1
Coastal Marsh Impact
51 sqft (fringe width - 5')
pt (-2.4' NWL)
V
SEP 1 Z016
44} _ MHD CITY
permitting only. 0 DCM
NUSACE. pt #5 (-3.0' NWL)
LMG 4638 Loop Road, Scranton, Hyde County, NC 721/2016
1ANDNANecErerc Cp°1°•• Mr. Jeff Akin (owner/applicant) Scale: Job Number. Enrr,enmeneel <on[ultenea
Title: 1"=50' 01-15-167
''i WnghNau Ave.,Suife15 CAMA Major Permit Application
Telephone: [phone]Wi I reas LES 6 of 7

RECEIVED
SEP 14 2016
DCM- MHD CITY

t
Property and CREP boundary provided by Billy Leggett (surveyor).
Publicly available data, including aerial and GIS data, overlaid by LMG for CAMA permitting only.
Depths are approximate and were field measured by LMG.
Resource boundaries have been GPS-located by LMG and approved by NCDCMNSACE.
Boundaries are approximate. This is no FMCEIVED
SEP 14 2016
Legend
Property Lines — — —
CREP Boundary (approx)
Spoil Disposal Area
2012 Orthophotograph from NC OneMap
0 50 100 n r n t 2002016
Projea. Date: 6/1 0 6 r Dale:
LMG 4638 Loop Road, Scranton, Hyde County, NC
uxeuuucula,rcmm Mr. Jeff Akin (owner/applicant) Scale: Job Number. Emimnmenwl Coniu/lann
Title: 1"=100' 01-15-167
WDS wngrftville Ave., Sine 15 CAMA Major Permit Application Drawn
Telepht .910-452-0001 LES 7 of

RECEIVED
SEP 14 2016
DCM- MHD CITY