91-19 Dare County

Permit Class
NEW
Permit Number
91-19
STATE OF NORTH CAROLINA
Department of Environmental Quality
and
Coastal Resources Commission AdO�
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 Dare County, PO Boa 1000, Manteo, NC 27954
Authorizing development in Dare County at adi. to Blackmar Gut and the Pamlico
Sound, at 23170 Myrna Peters Rd., in Rodanthe, as requested in the permittee's application dated 7/22/19 (MP-
1) and 6/20/19 (MP-2,3,4), including attached workplans (16), referenced in Condition No.I of this permit.
This permit, issued on November 21, 2019 , is subject to compliance with the application (where
consistent with the permit), all applicable regulations, special conditions and notes set forth below. Any violation
of these terms may be subject to fines, imprisonment or civil action; or may cause the permit to be null and void.
Rodanthe Boatin¢ Area Access
1) Unless specifically altered herein, all work shall be done in accordance with the permittee's
application and work plan drawings, (6) dated 6/20/19 (Sheets LOA, 2.3, 3.0, 6.0, 6.2, 8.0) and (10)
dated "Revised 7/22/19" (Sheets 1.0, 1.1, 1.2, 2.0, 2.1, 2.2, 2.4, 2.5, 2.6, 6.1).
2) Unless specifically altered herein, this permit authorizes the two lane concrete boat ramp, as
indicated on the attached workplan drawings.
3) The boat ramp shall be poured at an upland location and pushed into place once hardened, as
indicated the attached project narrative. Live concrete shall not be allowed to contact waters of the
State or waters that will enter waters of the State.
(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, 2022
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 Chair
of the Coastal Resources Commission.
Braxton C. Davis, Director
Division of Coastal Management
This permit and its conditions are hereby accepted.
Signature of Permittee

Dare County
Permit No. 91-19
Page 2 of 4
ADDITIONAL CONDITIONS
4) Excavation and ground disturbing activities, associated with the placement of the boat ramp, above and
below the normal water line shall be limited to that absolutely necessary to establish adequate ramp
slope and provide a ramp no greater in size than specified in the attached permit application and
workplan drawings.
5) This permit authorizes only the floating dock and platform, 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 boating area access without permit
modification. No non -water dependent uses of structures shall be conducted on, in or over Public Trust
waters without permit modification.
6) No sewage, whether treated or untreated, shall be discharged at any time from any boats using the
boating area access. Any sewage discharge at the boating area access 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.
7) The permittee shall install and maintain at his expense any signal lights or signals prescribed by the U.S.
Coast Guard, through regulation or otherwise, on the authorized facilities. At minimum, permanent
reflectors shall be attached to the structure in order to make it more visible during hours of darkness or
inclement weather.
8) This permit does not authorize any formalized boat slips.
9) 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.
10) This permit does not authorize the interference with any existing or proposed Federal project, and the
permittee shall not be entitled to compensation for damage to the authorized structure or work, or injury
which may be caused from existing or future operations undertaken by the United States in the public
interest.
Spoil Disposal
11) No spoil material shall be placed within 30 feet of the normal water line.
12) 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.
13) The spoil disposal area shall be inspected and approved by a representative of the Division of Coastal
Management prior to the commencement of any excavation activities.
Shoreline Stabilization — Bulkheads and Rip Rap
14) The bulkheads shall be constructed in accordance with the alignments depicted on the attached workplan
drawings.

Dare County Permit No. 91-19
C�P�( Page 3 of 4
ADDITIONAL CONDITIONS
15) No open water shall be excavated or filled, even temporarily, outside of the approved bulkhead
alignment.
16) No vegetated wetlands shall be excavated or filled, even temporarily.
17) The alignment of the authorized bulkheads and rip rap shall be staked by the permittee and verified by a
representative of the Division of Coastal Management within a maximum of 30 days prior to the start of
construction.
18) The rip rap shall consist of clean rock or masonry materials such as, but not limited to, granite, marl, or
broken concrete. It shall be of a size sufficient to prevent its movement from the approved alignment by
wave or current action.
19) The bulkhead shall be constructed prior to any backfilling activities.
20) The fill material shall be clean and free of any pollutants except in trace quantities.
21) All backfill material shall be obtained from a high ground source and confined behind the permitted
bulkhead.
22) No backfill material is to be placed within 30 feet of the normal water line, except that which will be
used to backfill the area behind the permitted bulkhead.
NOTE: Future repair or replacement of the existing bulkhead within the ferry terminal may require a
modification to this permit. The permittee is advised to contact the Division of Coastal
Management at [phone] for this determination.
Sedimentation and Erosion Control
23) A ground cover sufficient to restrain erosion shall be provided within 30 calendar days of any phase of
grading on cut or filled slopes. At a minimum, a silt fence shall be properly installed immediately
landward of the bulkhead cap immediately following completion of backfilling activities.
Upland Development
24) Unless specifically altered herein, this permit authorizes the grading and other land disturbing activities
associated with the development of the above referenced property, including the sidewalk, parking area,
and other associated infrastructure, all as expressly and specifically set forth in the attached permit
application and workplan drawings.
USACE Conditions
25) In order to further protect the endangered West Indian Manatee, Trichechus manatus, the applicant must
implement the U.S. Fish & Wildlife Service's Guidelines, and strictly adhere to all requirements therein.
The guidelines can be found at http://www.fws.pov/ne-es/mammal/manatee guidelines.12
M

Dare County
Permit No. 91-19
Page 4 of 4
ADDITIONAL CONDITIONS
NOTE: It has been determined that the activities authorized do not impair the usefulness of the USACE
navigation project and are not injurious to the public interest.
General
26) 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.
27) 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 or she abandons the
permitted activity without having it transferred to a third party.
28) The permittee and/or his or her contractor shall meet with a representative of the Division prior to
project initiation.
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: The U.S. Army Corps of Engineers authorized the project by way of Programmatic General
Permit 198000291 (Action ID SAW-2019-01720) issued 11/20/19.
NOTE: The N.C. Division of Water Resources authorized the proposed project by way of General Water
Quality Certification 4175 and assigned the project DWR Project No. 19-1113.
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. The permittee is further advised that many non -water
dependent activities are not authorized within 30 feet of the normal water level.
NOTE: An application processing fee of $400 was received by DCM for this project.

DIVISION OF COASTAL MANAGEMENT
Application Processing Notes
Applicant: cQRC_
Type: (Check all that apply)
New Major Mod Permit#
Permit Coordinator:
Field Representative:
Date Time
iofklm RevI�,&J 4 s b.( ce, a«fIC(.r--
Minor Mod __ Renewal Transfer
Message
L(4a gLWI i0161 Iv/(bl 10116, R�5 ii�ll�

DCM Coordinator: 3D 7yt1 Ae— Permit #: —1
Permittee:
r
MAILING DISTRIBUTION SHEET
DCM Field Offic
qt/atm- G��i (with revised work plan drawings)
Morehead City
Washington
Wilmington
US ACOE Offices:
e/C Z745y"
Washington: Raleigh Bland (Beaufort, Camden, Chowan, Craven, Hertford, Hyde, Perquimans,
Tyrrell)
Josh Pelletier (Bertie, Currituck, Dare, Gates, Pamlico, Pasquotank, Washington)
Tom Steffans (NC DOT- Beaufort, Carteret, Craven, Pamlico)
Bill Biddlecome (NC DOT -Remainder ECity/Washington District)
Wilmington: Tyler Crumbley (Brunswick, New Hanover)
Liz Hair (Carteret, Onslow, Pender)
Brad Shaver (NCDOT-Brunswick, New Hanover, Onslow, Pender)
Cultural Resources:
Public Water Supply:
Marine Fisheries:
NC DOT:
Renee Gledhill -Earley at [e-mail]
Heidi Cox (WIRO)
Shane Staples
David Hams
Clif Whitfield (WARD)
Curt Weychert
Shellfish Sanitation: Shannon Jenkins / Sharon Gupton *4
State Property: Tim Walton / Mike Moser
DEMLR/DWR: Sheri Montalvo / Shelton Sullivan F`
Washington: Anthony Scarbraugh-401
Roger Thorpe-Stormwater
Garcy Ward- (NCDOT-Beaufort, Bertie, Camden, Carteret, Chowan, Craven, Currituck,
Dare, Gates, Hertford, Hyde, Pamlico, Pasquotank, Perquimans, Tyrrell, Washington)
Wilmington:
Wildlife Resources:
Natural Heritage Program
Robb Mairs — 401 (Carteret, Onslow, Pender)
Chad Coburn — 401 (Brunswick, New Hanover)
Christine Hall - Stormwater
Joanne Steenhuis - 401 (NCDOT-Brunswick, New Hanover, Onslow, Pender)
Maria Dunn (WARD)
Rodney Butler
LPO: th"N4 6( be,d ln,
g Fax Distribution: Permittee #: Agent#
(NCDOT) Travis Wilson

DIVISION OF COASTAL MANAGEMENT
APPLICATION TRANSMITTAL AND PROCESSING RECORD
APPLICANT: Dare County/NC WRC COUNTY: Dare
PROJECT NAME: Rodanthe Boating Access Area
LOCATION OF PROJECT: 23170 Myrna Peters Road
DATE APPLICATION RECEIVED COMPLETE BY FIELD: 7-24-19
FIELD RECOMMENDATION: Attached: No To Be Forwarded: Yes
FIELD REPRESENTATIVE: Carver DISTRICT OFFICE: Washington
DISTRICT MANAGER REVIEW: �q Date 21111 / r i
B) DATE RECEIVED BY MAJOR PERMITS UNIT: FEE REC'D: $400 8 III(B) (100%)
APPLICATION ASSIGNED TO: Bodnar S(ui19
PUBLIC NOTICE REC'D: 8-25-19 END OF NOTICE DATE: 9-14-19
ADJ. RIP. PROP NOTICES REC'D: DEED REC'D: Yes
C) 75 DAY DEADLINE: 10-7-19 150 DAY DEADLINE: 12./Z4//
EMAIL OUT DATE: 8-20-19 STATE DUE DATE: 9-10-19
PERMIT FINAL ACTION: ISSUE DENY
AGENCY
DATE
COMMENTS
RETURNED
OBJECTIONS:
YES NO
NOTES
DCM - Field Rep
/(r 1
Snd lon -
DCM — LUP Consistency Determination
Local Permit Officer
Corps of Engineers — Regulatory Branch
ll uj (
�pn4pw., >t (.to
DWR-401 Section
Q
/9 —///
DWR—Public Water Supply
lf(
DEMLR — Stonnwater & Sed/Erosion
9
Stti
Sta 7 Osftb
DOA - State Property Office
q `
Wildlife Resources Commission
913119
1c
DMF - Shellfish Section
9 3
DMF - Habitat & Enhancement
S/Lj q
RE CEIVED
DNCR— Archives&History
s�j{+lq
K
DNCR — Natural Heritage Program
NCDOT
DCM-MHD CITY
Development Division
X
117%

ROY COOPER
Governs
MICHAEL S. REGAN
Secretary
BRAXTON C. DAVIS
Dtwtor
MEMORANDUM
NORTII CAROLINA
Environmental Quality
TO: Gregg Bodnar, Assistant Major Permits Coordinator
Division of Coastal Management, Morehead City
FROM: Yvonne Carver, Field Representative (*6e)
THROUGH: Jonathan Howell, District Manager, Washington Office �N
DATE: 09/16/19
SUBJECT: Recommendations for Major Permit Application submitted on behalf of:
Dare County / NC Wildlife Resources Commission (NCWRC), Rodanthe
Boating Access Area
The applicants' request is for the construction of a public boating access area (BAA). The project is
located at 23170 Myrna Peters Road, State Road 1492, in Rodanthe, Dare County, and is adjacent to
the waters of Blackmer Gut and the Pamlico Sound. The project site is also next to the Rodanthe
emergency ferry dock/terminal, recycling center, and helipad.
The development proposal for the BAA includes:
• a concrete boat ramp with 2 lanes, each measuring 78'x15', with a 60,x8' center floating dock, a
20'x36' asphalt ramp apron, and a 13'x8' sidewalk/abutment;
• an 11'x17' courtesy platform/dock;
• bulkheading parallel to the new ramps, riprap placed landward of the northern vinyl bulkhead
wall, and bulkheading installed behind the courtesy dock;
• the redevelopment of travel and asphalt areas for driveway/maneuver area and additional trailer
parking spaces;
• high -ground excavation measuring 78'x3O' for the boat ramp area; and
• excavation of an area of 25'x36'x-1.5' beyond the end of the boat ramp to connect to the ferry
channel.
The development proposal involves the Estuarine Waters (EW), Public Trust Area (PTA), and Coastal
Shoreline (CS) AECs.
I have reviewed the Rules of the Coastal Resources Commission (CRC) as they pertain to this proposal,
and my findings are as follows:
RECEIVED
D Q
HP 3 0 2019
nif:M-MHD CITY
North Carolina Department ofEnvlronmentat Quality I Dlvhlon ofCoamal Management
Elizabeth City Office 1401 South Griffin Street, Suite 3001 Elizabeth Chy, North Carolina 27909
252.264.3901

Recommendations: Dare County / NC Wildlife Resources Commission (NCWRC) Rodanthe BAA
September 16, 2019
Page 2
15A NCAC 07H .0203 MANAGEMENT OBJECTIVE OF THE ESTUARINE AND OCEAN SYSTEM
It is the objective of the Coastal Resources Commission to conserve and manage estuarine waters,
coastal wetlands, public trust areas, and estuarine and public trust shorelines, as an interrelated group
of AECs, so as to safeguard and perpetuate their biological, social, economic, and aesthetic values and
to ensure that development occurring within these AECs is compatible with natural characteristics so as
to minimize the likelihood of significant loss of private property and public resources. Furthermore, it is
the objective of the Coastal Resources Commission to protect present common law and statutory public
rights of access to the lands and waters of the coastal area.
Consistent: The proposal is to provide public access for the southern region of Dare County, as
there are no free public ramps south of the Oregon Inlet Fishing Center. The proposed ramp
will provide a soundside access area for local and out-of-town boaters, as well as the
Chicamacomico Life Saving Station.
15A NCAC 07H .0206 ESTUARINE WATERS
(c) Management Objective. To conserve and manage the important features of estuarine waters so as
to safeguard and perpetuate their biological, social, aesthetic, and economic values; to coordinate and
establish a management system capable of conserving and utilizing estuarine waters so as to maximize
their benefits to man and the estuarine and ocean system.
(d) Use Standards. Suitable land/water uses shall be those consistent with the management
objectives in this Rule. Highest priority of use shall be allocated to the conservation of estuarine waters
and their vital components. Second priority of estuarine waters use shall be given to those types of
development activities that require water access and use which cannot function elsewhere such as
simple access channels; structures to prevent erosion; navigation channels; boat docks, marinas, piers,
wharfs, and mooring pilings. In every instance, the particular location, use, and design characteristics
shall be in accord with the general use standards for coastal wetlands, estuarine waters, and public
trust areas described in Rule .0208 of this Section.
Consistent: The project will improve and maintain an existing access to the waters of the
Pamlico Sound.
15A NCAC 07H .0208 USE STANDARDS
(a) General Use Standards
(1) Uses which are not water dependent shall not be permitted in coastal wetlands,
estuarine waters, and public trust areas. Restaurants, residences, apartments, motels,
hotels, trailer parks, private roads, factories, and parking lots are examples of uses that
are not water dependent. Uses that are water dependent include: utility crossings, wind
energy facilities, docks, wharves, boat ramps, dredging, bridges and bridge approaches,
revetments, bulkheads, culverts, groins, navigational aids, mooring pilings, navigational
channels, access channels and drainage ditches;
(2) Before being granted a permit, the CRC or local permitting authority shall find that the
applicant has complied with the following standards:
(A) The location, design, and need for development, as well as the construction
activities involved shall be consistent with the management objective of the
Estuarine and Ocean System AEC (Rule .0203 of this subchapter) and shall be
sited and designed to avoid significant adverse impacts upon th ¢tj4"nd
SEP 3 0 2019
DCM-MHD CITY

Recommendations: Dare County I NC Wildlife Resources Commission (NCWRC) Rodanthe BAA
September 16, 2019
Page 3
biologic integrity of coastal wetlands, shellfish beds, submerged aquatic
vegetation as defined by the Marine Fisheries Commission, and spawning and
nursery areas;
(B) Development shall comply with state and federal water and air quality
(C) Development shall not cause irreversible damage to documented archaeological
or historic resources as identified by the N.C. Department of Cultural resources,
(D) Development shall not increase siltation;
(E) Development shall not create stagnant water bodies;
(F) Development shall be timed to avoid significant adverse impacts on life cycles of
estuarine and ocean resources; and
(G) Development shall not jeopardize the use of the waters for navigation or for other
public trust rights in public trust areas including estuarine waters.
(3) When the proposed development is in conflict with the general or specific use standards
set forth in this Rule, the CRC may approve the development if the applicant can
demonstrate that the activity associated with the proposed project will have public
benefits as identified in the findings and goals of the Coastal Area Management Act, that
the public benefits outweigh the long range adverse effects of the project, that there is
no reasonable alternate site available for the project, and that all reasonable means and
measures to mitigate adverse impacts of the project have been incorporated into the
project design and shall be implemented at the applicant's expense. Measures taken to
mitigate or minimize adverse impacts shall include actions that:
(A) minimize or avoid adverse impacts by limiting the magnitude or degree of the
action;
(B) restore the affected environment; or
(C) compensate for the adverse impacts by replacing or providing substitute
resources.
Consistent: The development proposed for the BAA is a water -dependent use, and will not
impact wetlands, SAV species, shellfish beds, or primary nursery areas. The project meets the
General Use Standards and is consistent with these rules.
15A NCAC 07H .0208 USE STANDARDS
(b) Specific Use Standards
(1) Navigation channels, canals, and boat basins shall be aligned or located so as to avoid
primary nursery areas, shellfish beds, beds of submerged aquatic vegetation as defined
by the MFC, or areas of coastal wetlands except as otherwise allowed within this
Subchapter. Navigation channels, canals and boat basins shall also comply with the
following standards:
(A) Navigation channels and canals may be allowed through fringes of regularly and
irregularly flooded coastal wetlands if the loss of wetlands will have no significant
adverse impacts on fishery resources, water quality or adjacent wetlands, and if there is
no reasonable alternative that would avoid the wetland losses;
(B) All dredged material shall be confined landward of regularly and irregularly
flooded coastal wetlands and stabilized to prevent entry of sediments into the adjacent
water bodies or coastal wetlands;
Consistent: The proposed excavation of the 25'x36' area to tie into the ferry channel will
not impact wetlands or fishery resources. The temporary 30'x30' spoil de -watering area
proposed is outside of CAMA's 75' AEC. RECEIVED
SEP 3 0 2019
DCM-MHD CITY

Recommendations: Dare County / NC Wildlife Resources Commission (NCWRC) Rodanthe BAA
September 16, 2019
Page 4
(6) Piers and Docking Facilities.
(A) Piers shall not exceed six feet in width. Piers greater than six feet in width shall
be permitted only if the greater width is necessary for safe use, to improve public access,
or to support a water dependent use that cannot otherwise occur;
Consistent: The proposed floating center dock will be 8' in width, and is necessary for
safe use and improvement of public access.
(B) The total square footage of shaded impact for docks and mooring facilities
(excluding the pier) allowed shall be eight square feet per linear foot of shoreline with a
maximum of 2,000 square feet. In calculating the shaded impact, uncovered open water
slips shall not be counted in the total. Projects requiring dimensions greater than those
stated in this Rule shall be permitted only if the greater dimensions are necessary for
safe use, to improve public access, or to support a water dependent use that cannot
otherwise occur. Size restrictions shall not apply to marinas;
Consistent: The proposed courtesy platform/dock will be 187 A
(C) Piers and docking facilities over coastal wetlands shall be no wider than six feet
and shall be elevated at least three feet above any coastal wetland substrate as
measured from the bottom of the decking;
N/A
(1) Piers and docking facilities shall not interfere with the access to any riparian
property and shall have a minimum setback of 15 feet between any part of the
pier or docking facility and the adjacent property owner's areas of riparian
access.
Consistent: The project area is outside of the 15' riparian corridor.
(7) Bulkheads
(A) Bulkhead alignment, for the purpose of shoreline stabilization, shall approximate
the location of normal high water or normal water level;
(B) Bulkheads shall be constructed landward of coastal wetlands in order to avoid
significant adverse impacts to the resources;
(C) Bulkhead backfill material shall be obtained from an upland source approved by the
Division of Coastal Management pursuant to this Section, or if the bulkhead is a part of a
permitted project involving excavation from a non -upland source, the material so
obtained may be contained behind the bulkhead;
(D) Bulkheads shall be permitted below normal high water or normal water level only when
the following standards are met:
0) the property to be bulkheaded has an identifiable erosion problem, whether it
results from natural causes or adjacent bulkheads, or it has unusual geographic or
geologic features, e.g. steep grade bank, which will cause the applicant unreasonable
hardship under the other provisions of this Rule;
(n) the bulkhead alignment extends no further below normal high water or normal
water level than necessary to allow recovery of the area eroded in the year prior to the
date of application, to align with adjacent bulkheads, or to mitigate the unreasonable
hardship resulting from the unusual geographic or geologic features;
(iii) the bulkhead alignment will not adversely impact public trust rights or the
property of adjacent riparian owners;
RECEIVED
SEP 3 0 2019
DCM-MHD CITY

Recommendations: Dare County / NC Wildlife Resources Commission (NCWRC) Rodanthe BAA
September 16, 2019
Page 5
(iv) the need for a bulkhead below normal high water or normal water level is
documented by the Division of Coastal Management; and
(v) the property to be bulkheaded is in a non -oceanfront area.
Consistent: The proposal meets the intent of this rule.
15A NCAC 07H .0209 COASTAL SHORELINES
(c) Management Objective. All shoreline development shall be compatible with the dynamic nature of
coastal shorelines as well as the values and the management objectives of the estuarine and ocean
system. Other objectives are to conserve and manage the important natural features of the estuarine
and ocean system so as to safeguard and perpetuate their biological, social, aesthetic, and economic
values; to coordinate and establish a management system capable of conserving and utilizing these
shorelines so as to maximize their benefits to the estuarine and ocean system and the people of North
Carolina.
(d) Use Standards. Acceptable uses shall be those consistent with the management objectives in
Paragraph (c) of this Rule. These uses shall be limited to those types of development activities that will
not be detrimental to the public trust rights and the biological and physical functions of the estuarine
and ocean system. Every effort shall be made by the permit applicant to avoid or minimize adverse
impacts of development to estuarine and coastal systems through the planning and design of the
development project. Development shall comply with the following standards:
(1) All development projects, proposals, and designs shall preserve natural barriers to
erosion, including peat marshland, resistant clay shorelines, and cypress -gum protective
fringe areas adjacent to vulnerable shorelines.
(2) All development projects, proposals, and designs shall limit the construction of
impervious surfaces and areas not allowing natural drainage to only so much as is
necessary to service the primary purpose or use for which the lot is to be developed.
Impervious surfaces shall not exceed 30 percent of the AEC area of the lot, unless the
applicant can demonstrate, through innovative design, that the protection provided by
the design would be equal to or exceed the protection by the 30 percent limitation.
Redevelopment of areas exceeding the 30 percent impervious surface limitation shall be
permitted if impervious areas are not increased and the applicant designs the project to
comply with the rule to the maximum extent feasible.
(3) All development projects, proposals, and designs shall comply with the following
mandatory standards of the North Carolina Sedimentation Pollution Control Act of 1973:
(A) All development projects, proposals, and designs shall provide for a buffer zone
along the margin of the estuarine water that is sufficient to confine visible siltation within
25 percent of the buffer zone nearest the land disturbing development.
(B) No development project proposal or design shall propose an angle for graded
slopes or fill that is greater than an angle that can be retained by vegetative cover or
other erosion -control devices or structures.
(C) All development projects, proposals, and designs that involve uncovering more than one
acre of land shall plant a ground cover sufficient to restrain erosion within 30 working
days of completion of the grading; unless the project involves clearing land for the
purpose of forming a reservoir later to be inundated.
(4) Development shall not have a significant adverse impact on estuarine and ocean
resources. Significant adverse impacts include development that would directly or
indirectly impair water quality increase shoreline erosion, alter coastal wetlands or
RECEIVED
SEP 3 0 2019
DCM-MHD CITY

Recommendations: Dare County / NC Wildlife Resources Commission (NCWRC) Rodanthe BAA
September 16, 2019
Page 6
Submerged Aquatic Vegetation (SAV), deposit spoils waterward of normal water level or
normal high water, or cause degradation of shellfish beds.
(5) Development shall not interfere with existing public rights of access to, or use of,
navigable waters or public resources.
(6) No public facility shall be permitted if such a facility is likely to require public
expenditures for maintenance and continued use, unless it can be shown that the public
purpose served by the facility outweighs the required public expenditures for
construction, maintenance, and continued use.
(7) Development shall not cause irreversible damage to valuable, historic architectural or
archaeological resources as documented by the local historic commission or the North
Carolina Department of Natural and Cultural Resources.
(8) Established common-law and statutory public rights of access to the public trust lands
and waters in estuarine areas shall not be eliminated or restricted. Development shall
not encroach upon public accessways nor shall it limit the use of the accessways.
Consistent: The proposal meets the intent of this rule.
Based on my review of the applicable subsections of the North Carolina Administrative Code,
the permit application, and plans submitted by Dare County and the NC Wildlife Resources
Commission, I recommend a Major Permit be issued to the applicants based on their current
proposal, subject to the standard permit conditions.
RECEIVED
SEP 3 0 2019
DCWMHD CITY

R COOPER
Go4errtot:
MICHAEL Sj PEGAg
'Secrefgry.
mAX-TON c, DAVIS
Augus(20, 2019
MEMORANDUM:
FROM:
SUBJECT:
Applicant:
Project,Locatlon;
Gregg Bodnar, Assistant. Major Permits; Coordinator
NCDEQ, Division of Coastal'Management
400 Commerce Ave:;. Morehead City, NC 28557
Fax: 252' 247-3330 (Courier 0.471 &33)
a teao; bdd n9f0). n cde n t: acv
CA'MA/Dredge &F111Appllcetlon Review
DareCountylNCWRC.
23170 Myrna Peters Road In. Qgre;County
Proposed. Project; Constructa public boating access -area
Please Indicate below your agency's position orplewpointon the proposed project and
return this four to Greolrr Bodrtaratthe address.above bySepte'mber'10, 20.19. If you have any
questions regarding.the.proposed project; contact Yvonne Carver (252-2644901, ext 237) when
appropriate; in-depth. comments. with supporting data is requested.
"Additlohal comments may be ahached"
This agency has no comment on the proposed project:
_ This agency sppr"oves'of the project only. If the recommended changes
are Incoro6iiNd. See attached.
This agency, objects to the. project for reasons described in the:attactted
n I r /.nlm1 nt.1 . A t i
PRINT.NAME jL� 1,1 1 W a11rf-1t lu
AGENCY ICIIC W ayer 5LIJoAd, SeC'f'oh EC';MVED
SIGNATURE. /��"
DATE 2f " a NO A U G 1 9 2019
MP SECTION TIES®
DEQS
V .. ..
.North Carolina D2partment ofEnvirSnmental Quality l Division or Coastalmanagement-
n2abetliCltyofncel,401 South ailf,f istrc t Sote30D i Eflxabeth Cltp,North CaroUrtk27909...
2SU64.3901

ROY COOPER
Covemor
MICHAEL S. REGAN
Secretary
BRAXTON C. DAVIS
Director
August 20, 2019
MEMORANDUM:
NORTH CAROLINA
Environmental Quality
FROM: Gregg Bodnar, Assistant Major Permits Coordinator
NCDEQ - Division of Coastal Management
400 Commerce Ave., Morehead City, NC 28557
Fax: [phone] (Courier04-16-33)
Q regQ. bodnario.ncdenr.00v
SUBJECT: CAMA/Dredge & Fill Application Review
Applicant: Dare CountylNC WRC
Project Location: 23170 Myrna.Peters Road in Dare County
Proposed -Project: Construct a public boating access area
Please indicate below your agency's position or viewpoint on the proposed, project and
return this form to Gramm Bodnar at the address above by September 10, 2019. If you have any
questions regarding the proposed project, contact Yvonne Carver (252-264-3901; ext. 237) when
appropriate, in-depth comments.with supporting data is requested.
REPLY: This agency has no objection -to the project as proposed.
"Additional comments may be attached"
This agency has no comment on the proposed project.
_ This agency approves of the project.only if the recommended changes
are incorporated. See attached.
This agency objects to the project.for reasons described inthe attached
comments.
PRINT NAME Jeffrey Rheubottom for Shannon Jenkins RECEIVED
AGENCY NCDMF Shellfish Sanitation
SIGNATURE
1,
/
t n•
SEP 3 2019
&SIP SECTION MHD
North Carolina Department of Environmental Quality I Division of Coastal Management-- -^--
EllzabethCity Office 1 401 South Griffin Street, Suite 3001 Elizabeth City, North Carolina 27909. .-.w,..n,..,. .
252,2643901

ROY COOPER
Governor
MICHAELS:REGAN
Secrtary
BRAXTON'C.DAVIS,
Director
August20,2019
MEMORANDUM:
NORTH CAROLINA
Environmental Quality
FROM: Gregg Bodnar, Assistant:Major Permits Coordinator
NCDEQ - Division of Coastal"Management
400 Commerce Ave., Morehead City, NC 28557
Fax: [phone] (Courier 04-16-33)
gregg. bod'nar(o.ficdenr.gov
SUBJECT: CAMA /Dredge '& Fill Application Review
Applicant: Dare County/NC WRC
Project Location: 23170 Myrna Peters Road In Dare. County
Proposed Project: C'onstruct,a public boating access area
Please indicate below your agency's position or viewpoint on the proposed project and
return this form to Grevp.Bodnar at the address above by September 10, 2019. If you• have any
questions regarding the proposed project, contact Yvonne Carver (252-264-3901, ext. 237) when
appropriate, in-depth comments with supporting data is requested.
REPLY: This agency has no objection to.the projectas.proposed.
"Additional comments may be attached"
This agency has no comment on the proposed project.
This agency approves of the project only if the recommended changes
are incorporated. See attached,
This agency.objects.to the project for reasons described in the attached
comments.
PRINT NAME Lee_ PGtOlri c-4
AGENCY A/C pa OV �a
SIGNATURE fa lit RECED
DATE
SEP 3 2019
NIP SECTION M14D
. DES
North Carolina Department of Environmental Quality I Divisionof Coastal Management ----
Elizabeth City Gfflu 1401South Griffin Sbeet.Sulte300-.I Elizabeth City. North Carolina 27909 ....
252.264.3901 ....._...............__

ROY COOPER. NORTH CAROLINA
Cuvcrnor i EnWionmentalQnhUry
MICHAEL S. REGAN j
Senetory
BRAXTON C.'DAVIS
Director
C.t`'1-o3.Zl.�Z
August 20, 2019•
MEMORANDUM
FROM:
Gregg Bodnar,lAssistant Major Permits Coordinator
NCDEQ - Division of Coastal Management
400 Commerce Ave., Morehead City, NC 28557.
Fax: [phone] (Courier 04-16-33)
gregg.b0 narCa�ncdenr:ooy
i
SUBJECT:
CAMA /Dredge' & Fill Application Review
Applicant:
Dare CountyMC WRC
Project Location:
23170 Myrna Peters Road In Dare County
Proposed Project:
Construct a public boating access area
zats
Please indicate below.your agency's position or viewpoint on the proposed project and
returnthis forth to Gregg Bodnar at the address above "by. September 10, 2019 If you,have any
questions regarding the proposed project, contact Yvonne Carver (252-264-3901, ext. 237) when
appropriate, in-depth comments with supporting data is requested.
This agency has no objection to the project as proposed;
'*Additionalicomments may be.attached t'
This agency has no comment on the proposed project.
_ This agency approves of the project only if the recommended changes
are' incorporated. See attached.
This agency objects to the project for reasons described in the attached
comments.
PRINT NAME
I
AGENCY Nc4j1z(, RECEIVED
SIGNATURE
DATE SEP 4 2019
MP SECTION MHD
North CarolinaDepartment of Envlronmenlal Quality l Division or coastal Management ,.., °^ --- ^'--••-'
Elizabeth OtirOffice 1401 South Griffin Street; Suite 3001 Elizabeth City, North Carolina 27909

Recoi-VO& 08/2-6/101,91- -
State,Historic Preservation Office,
kOY,dO6PER.
MICHAEL'S.ItEdAN.
BPAXTON C DAVIS'
MEMORANDUM:
FROW
dregd•Bodnar, Ass! -
Major PeftniWCo6rdifiator,
.�taht
NCDEQ-DiVision'!of'C;bastal'M6nagerfiepiI r .
.40'b,Commer6eAvt-.,iM6iehead;Pi"tY, NC 2855.7
.Fait: 252-247-'3�Nib (CouniqrQ4,4643),
Areg . g,ba-driar(d) I n . cden . r.q . 6v
,SUBJECT:
.(JAMA-lDiadge &Fill Application Review
Appllcaht'
Dare County/NCWRC
Project LdcaUon:,
23170 MyrnaPeters. Road 16 Dare County
Proposed Project:
Construqta public boatifigaccess area
ER 192617
.Dd&,. 9/4/19
on theipjfopqsed, project and
September 'W 16,19; 1fy6iU,haVe
iNer(262�'264-,396ii:ekt;237,w*'a'n'y'
-
hen
**Ad-dit.i.onal comments maybeattached"
V Thisagencyhas no comment on the proposed project.
This agency.apprqves of the prollictonly if the recommended changes
are ,in ' dorporated; See: attached. ' I . 1 .commeI
This agency, objects to the p.roj6ct•foe.r.eason,s'desc,ribed-ifi the attached
comments.
PR14fNAM'E 'Renee Gledhill -Earley
AGENCY Statti Hiftoric Presei-vation Office
SIGNATURE
DATE 19
(j
ZDk 9E, �Q.
AUG 2 9 2019
MP SECTION MHD
-North Carolina Drikvinwnt of EnvWnn*ntal Quality I DWon of Coastal hlanlqemnt.
ElIzabethiCkyOMEe L401SoulhGdMnStre;t1.Sufte300 LFJ1zabcthCfty.NorlhQrdlna2M%
2SU643901
AUG 2 7 Z019

Bodnar, Gregg
From: Thorpe, Roger
Sent: Monday, September 09, 2019 10.47 AM
To: Bodnar, Gregg
Subject: CAMA Major - Wildlife Resources, Rodanthe Boating Access Area - Dare County
Gregg
The subject project is covered under an existing Stormwater permit SW7051001 and will not require any modification to
it.
Roger
Roger K. Thorpe
Environmental Engineer
Division of Energy, Mineral, and Land Resources
North Carolina Department of Environmental Quality
252-948-3923 office
[e-mail]
Washington Regional Office
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.

ROY COOPER
Governor
MICHAEL S. REGAN.
Secretary
BRAXTON C. DAVIS
blrector
August-20, 2019
MEMORANDUM:
NORTH CAROLINA
Environmental Quality
FROM: Gregg Bodnar, Assistant Major Permits Coordinator
NCDEQ - Division of Coastal Management
400 Commerce Ave., Morehead City, NC 28557
Fax: [phone] (Courier 04-16-33)
oregg.bodnart7G.ncdenr.gov
SUBJECT: CAMA%Dredge & Fill Application Review
Applicant: Dare'County/NC WRC'
Project Location: 23170 Myrna Peters Road in Dare County
Proposed'Project: Construct a public boating access area
Please indicate below your agency's -position or viewpoint on the proposedproject and
return this form to Gregg Bodnarat thecaddress above by September 10, 2019. If you have any
questions regarding the proposed project, contact Yvonne Carver (252-264-3901, ext. 237) when
appropriate, in-depth comments with supporting data is requested.
REPLY: x This agency has no objection to the project as proposed.
"Additional comments may be attached'.. DWR Project No. 19-1113
This agency has no.comment on the proposed project.
This agency approves of the project.only if the recommended changes
are incorporated. See attached.
This. agency objects to the project for reasons;described in the attached
coments.
PRINT NAME Anthony Scarbraugh
AGENCY DWR
SIGNATURE 44terul �Cal6uui
DATE 09/09/19
AT Q
RECEIVED
SEP 1 5 2019
NIP SECTION Ii HD
North Carolina Department of Environmental Quality I Division of Coastal Management, --- -
Eiizabeth City Office 1 401 South Griffin Street, Suite 300 1 Elizabeth Gtg North Carolina 27.909,
252.264.3901 .... _. _._. ___....

ROY COOPER
Governor
MICHAEL S. REGAN
Secretary
LINDA CULPEPPER
Director
Dare County
Attn: Mr. Robert Outten
PO Box 1000
Manteo, NC 27954
NORTH CAROLINA
Environmental Quality
October 8, 2019
RECEIVE®
OCT g 2019
MP SECTION MH®
DWRN19-1113
Dare County
Subject: APPROVAL OF 401 WATER QUALITY CERTIFICATION WITH ADDITIONAL CONDITIONS
Rodanthe Boating Access Area —23170 Myrna Peters Rd, Rodanthe
Dear Mr. Outten:
You have our approval for the impacts listed below for the purpose described in your application dated
August 20, 2019 and received by the Division of Water Resources (Division) on August 20, 2019. These
impacts are covered bythe attached Water Quality General Certification Number4175 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
LAMA Major Permit when the Division of Coastal Management issues it. Please note that you should
get any otherfederal, 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 02H .OS06(b)(c)]
Type of Impact
Amount Approved
Amount Reduced
Plan location/
(units)
(units)
Reference
Permanent
Temporary
Attached
Open Water
OW-1 (Bulkhead Fill)
0.02 (acres)
0 (acres)
Sheet No. 2.3 and
2.4
OW-2 (Bulkhead)
0.01 (acres)
0 (acres)
OW-3 (Boat Ramp and Rock Base)
0.04 (acres)
0 (acres)
OW-4 (Floating and Courtesy
0.01(acres)
0 (acres)
Docks)
North Carolina Department of Environmental Quality I Division of Water Resources
Washington Regional Office 1 943 Washington Square Mall I Washington, North Carolina 27889
,N>
aw�•au+�+a+an 252.946.6481

DARE COUNTY
DW R619-1113
401APPROVAL
Page 2 of 3
2. Water Quality Certification
The proposed project must comply with all the conditions of the General Water Quality
Certification(s) 4175. [15A NCAC 02H .0507(c)]
Continuing Compliance
3. 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; (1) 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]
Other Conditions
4. This approval and its conditions are final and binding unless contested. [G.S. 143-215.5]
This Certification 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:
if sending via delivery service (UPS, FedEx,
etc.):
Office of Administrative Hearings
Office of Administrative Hearings
6714 Mail Service Center
1711 New Hope Church Road
Raleigh, NC 27699-6714
Raleigh, NC 27609-6285
One (1) copy of the petition must also be served to DENR:
William F. Lane, General Counsel
Department of Environmental Quality
1601 Mail Service Center
RECEIVED
OCT g 2019
MP SECTION IV HD

4
DARE COUNTY
DWR# 19-1113
401APPROVAL
Page 3 of 3
Raleigh, NC 27699-1601
This letter completes the review of the Division under section 401 of the Clean Water Rules. Please
contact Anthony Scarbraugh at 252-948-3924 or a nthonv.scarbraughCOD ncdenr.gov if you have any
questions or concerns.
Sincerely,
Robert Tankard, Assistant Regional Supervisor
Water Quality Regional Operations Section
Division of Water Resources, NCDEQ
Enclosures: GC 4175
Certification of Completion
cc: Gregg Bodnar, DCM Morehead City Office (via email)
Yvonne Carver, DCM Elizabeth City (via email)
Josh Pelletier, USACE Washington Regulatory Field Office (via email)
Laserfiche
OCT g 2019
,�.
MP SECTION MH®

y
ROY'COOPER NORTH CAROLINA
'Caveman ... _ EYtvlronmezilalQuaflty"- -.- -
MICKUL S. REGAN
secretory - -
BRAXTON C.'DAMS —
'Dlreamr -
ALgust20,2019
MEMORANDUM:
FROM: Gregg Bodnar„Assistant Major Permits Coordinator'
.NCDEQ - Division of.Coastal Management
400 Commerce Ave., Morehead City NC 28557
Faxr252-247-3330 (CourierO4=1B-33) ' "' i
areco:bodoarOncdenrgoy
SUBJECT: LAMA/Dredge & Fill Applicatlon Review, "
,Applicant:. Dare County/NC WRC. '.
ProjecGLocatton: 23170 Myrna Peters Road In`Dare County
ProposedProject: Construct public boating access area
Please indicate below your agency's,position,or viewpoint on the.proposed project and
return this form to Green Bodnar atthe address above by September 10,'2019. If you have any
questions regarding the,proposed' project;'contact-Yvonne,Carver (252-264-3901, ext, 237) when
appropqate,'in-depth.00mments with supporting data is requested.
REPLY: This agency has no objection to the project ,asproposed.."
"Additionafcomment5 may be attached"
.
This agency'has no comment on'the proposed, project.
f
This.agency approves of the project only if the:recommended changes
are incorporated. See attached.
This agency objects to the project for, reasons describedin the attached P
I •„
CO me Is.
"
PRINT NAMEt�(°j�
AGENCYF o-
RECEIVE®
SIGNATURE"
DATE` . I•'q' SEP 1 5 2019 t�
",;
GibSECTION MHD
DE
{,
" tes
I
r,
NorittCerolina Departmentof Environmental Quality I Dlvlslonare6astalManagemenr -- -• `..--.", ._.-.-.. Y'
Ellz&eth City Ofnoe 1 401 South crifnn Street, Suhe300 I Elizabeth Chi, NaHh Carolina27909
'2S2.2643901

ROY COOPER
Govemar
MICHAELS.REGAN
Senretary
BRAXTON C. DAVIS
Director
August 20, 2019
MEMORANDUM.'
NORTH CAROLINA
EY1v1r itmentalQuality
FROM: Gregg Bodnar, Assistant Major Permits Coordinator
NCDEQ - Division of Coastal Management
400 Commerce Ave., Morehead City, NO 28557
Fax: [phone] (Courier04-16-33)
greaa bodnarCcDncdenr.aov
SUBJECT: CAMA /Dredge& Fill Application Review
Applicant: Dare CountylNC WRC
Project Location: 23170 Myrna Peters Road In Dare County
Proposed Project: Construct a public boating access area
Please indicate below your agency's position or viewpoint on the proposed project and
return this form to Ore -gar Bodine r at the address above by September 10, 2019. If you have any
questions regarding the proposed project, contact Yvonne Carver (252-264-3901, ext. 237) when
appropriate, in-depth comments with supporting data is requested.
REPLY:
©�iO cs3�a
PRINTNAME %I aada 14 1141.1
AGENCY `�4w PQAICIFn�1!IrQi
SIGNATURE Wa_)A� 1,AIA.L�
DATE Lo 1Q61 i
D Q�
This agency has no objection to the project as proposed.
"Additional comments may be attached**
1C This agency has no comment on the proposed project.
This agency approves of the project only if the recommended changes
are incorporated. See attached.
This agency objects to the project for reasons described in the attached
comments.
RECEIVE®
SEP 1 5 2019
LIP SECTION MHD
North Carolina Department ofEnWronmentalQuallty I Division of Coastal Management
Eltzabeth OlyOfOce 1401 South GriffIn5treel, SWte300 I Ellubeth City. North Carolina 27909
252.2643901

I.
1A
ROY COOPER
Governor
MICHAEL S. REGAN
S—tary
BRAXTON C. DAVIS
alwtor
August 20, 2019
MEMORANDUM:
it
NORTH CAROLINA
Enytromnental Quality
FROM: Gregg Bodnar, Assistant Major Permits Coordinator
NCDEQ - Division of Coastal Management
400 Commerce Ave., Morehead City, NC 28557
Fax: [phone] (Courier 04.16-33)
ALUg.bodnar(Ancdenr tiov
SUBJECT: CAMAJDredge & Fill Application Review
Applicant: Dare County/NC WRC
Project Location, 23170 Myrna Peters Road in Dare County
Proposed Project: Construct a public boating access area
Please indicate below your agency's position or viewpoint on the proposed project and
return this form to Grano Bodnar at the address above by September 10, 2019. If you have any
questions regarding the proposed project, contact Yvonne Carver (252.264-3901, ext. 237) when
appropriate, in-depth comments with supporting data is requested.
This agency has no objection to the project as proposed.
"Additional comments may be attached"
This agency has no comment on the proposed project.
This agency approves of the project only if the recommended changes
are incorporated. See attached.
This agency objects to the project for reasons described in the attached
*r tr �m IciN3 .
PRINT NAME Ch eT-1,- ( ah 0 wart r
AGENCY NcbE — Ac rh RECEIVED
SIGNATUIt9'�_._ — <2---___
',— � r
DATE 'I ` 9 -- 2�t
Ili�DT21
SEP 1 5 2019
WiP SECTION MHD
North Carding Depvtmmt of Embonmental Quahty I DMslon of GoastalManagement
Elizabeth aty0f(kc 140) South CrifMStret6 S1tte300 I Elizabeth Oty.North Carollw27909
M264.3901

ROY COOPER
Governor
MICHAEL S. REGAN
Secretory
BRAXTON C. DAVIS
Director
1 Plfilo77_1\ I.mail it,
SINE
E„TU
d'
ECOVE
NORTH CAROLINA----
Envfrorrmentaf Quallty
SEP 1 5 2019
NIP SECTION MHD
TO: Gregg Bodnar, Major Permits Processing Coordinator
Division of Coastal anagement
FROM: Charlan Owen ICP, NE District Planner
Division of Coastal Management
SUBJECT: Major Permit Request by Dare County and the NC Wildlife Resources Commission
to install two (2) 15 foot wide by 78 foot long concrete boat ramps, a 20 foot by 36
foot ramp apron, two (2) 54 foot long vinyl bulkhead walls, 288 sq. ft. of riprap, an
8 foot wide by 60 foot long floating dock, an 11 foot by 17 foot platform/dock and
a 17 foot long vinyl bulkhead wall and excavate a 25 foot by 36 foot area beyond
the end of the boat ramps in Black Mar Gut, and; install an 8 foot wide by 13 foot
long sidewalk, reconfigure travel lanes and asphalt areas to include concrete block
edge/ribbon curb and trailer parking spaces, and install a 30 foot by 30 foot spoil
de -water area; on property located at 23170 Myrna Peters Road, in the community
of Rodanthe, Dare County.
DATE: September 9, 2019
Consistency Determination: The request is consistent with/not in conflict with the Dare
County 2009 Land Use Plan certified by the CRC on February
24, 2011.
Overview: The 9.25 acre subject property has a combined shoreline of 1,920 linear feet along a
man-made basin, Black Mar Gut, and the Pamlico Sound. Black Mar Gut is a federal navigation
channel with an average depth of -7 feet below Normal Water Level (NWL). The site includes
upland areas and wetland areas with Section 404 wetlands that transition to Coastal Wetlands
nearer to the shoreline. The site is elevated approximately 4 feet above NWL. The property is
located within the VE (9) floodzone to the west and AE (9) floodzone to the east. The property is
owned by Dare County.
The site currently operates as an emergency ferry dock, commercial boat docking facility,
recycling center, helipad landing area, spoil disposal area and unimproved, primitive boat launch
area. Existing site improvements consist of a fenced concrete helipad, a recycling center station
with privacy fence, a paved parking area, a gravel looped drive, infiltration basins and a diked
spoil disposal site. The spoil disposal area is used when the Black Mar Gut federal channel is
dredged for maintenance. Existing shoreline improvements consist of bulkhead and tie pilings
associated with the emergency ferry dock terminal located in the man-made basin. Bulkhead
within the basin is deteriorated. A total of six (6) boat slips for commercial use are located within
North Carolina Department of rnvirontnental Quality I Divhlon of Coastal Management
Elizabeth City Office 14015outh Griffin Street, Suite 3001 Elizabeth City, North Carolina 27909
252,264.3901
Al

North Carolina Department of Environmental Quality
Division of Coastal Management
MEMORANDUM
Page 2 of 6
the man-made basin. A dirt boat ramp is also located at the shoreline. CAMA Major Permit
#167-00 was issued in October of 2000 for the emergency ferry terminal. The INC Department of
Transportation (NCDOT) constructed the emergency ferry terminal to be used in the event that
the Bonner Bridge became impassible. CAMA Major Permit #167-05 was issued to Dare County
in November 2005 for construction of the heliport and recycling center. A related High Density
Stormwater Permit #SW7051001 was issued in October 2005. The stormwater permit included
three (3) infiltration basins designed to treat 1.5 inches of rainfall runoff.
The NC Wildlife Commission proposes to install a handicapped accessible public boat launching
facility on the site. Installation of two (2) 15 foot wide by 78 foot long concrete boat ramps, a 20
foot by 36 foot ramp apron, two (2) 54 foot long vinyl bulkhead walls, 288 sq. ft. of riprap, an 8
foot wide by 60 foot long floating dock, an 11 foot by 17 foot platform/dock and a 17 foot long vinyl
bulkhead wall, excavation of a 25 foot by 36 foot area beyond the end of the boat ramps,
installation of an 8 foot wide by 13 foot long sidewalk, reconfiguration of travel lanes and asphalt
areas to include concrete block edge/ribbon curb and trailer parking spaces, and installation of a
30 foot by 30 foot spoil de -water area are proposed. The new facility will replace the dirt boat
ramp. All other uses will remain. The boat ramps will extend 32 feet beyond NWL, 5 feet into the
federal channel and 15 feet into the federal navigation channel setback. The floating dock will be
centered between the ramps. Bulkhead will be installed on either side of the connected ramps
and behind the platform/dock. Bulkhead walls on each side of the ramps will extend 14 feet
waterward of NWL. Excavation of the 25 foot by 36 foot area will achieve a depth of -6 feet below
NWL to tie into ferry channel depths. Trailer parking spaces will be constructed of infiltrating
pervious pavement and exempt pervious pavement to meet stormwater permitting requirements
for the site. Stormwater discharges to the adjacent waterbody will occur from boat ramp surface
runoff, with remaining areas draining to vegetated areas, infiltration basins and pervious
pavement. The spoil de -water area will be located in the northwest corner of the property at a
distance greater than 75 feet from the shoreline. Bulkhead within the man-made basin will be
repaired/replaced as needed. The ramp will be open to the public under normal conditions,
however Dare County and the NCDOT — Ferry Division will have the authority to shut down the
site for emergencies.
The waters of the Pamlico Sound in this area are classified as Coastal Waters, SA waters and
High Quality Waters. Waters within the project area are closed to shellfish taking. A review of
Submerged Aquatic Vegetation was not provided. A review of potential historic resources was
not provided. There are no known archaeological sites on the property.
Anticipated Impacts resulting from this project are expected to include: the dredging of 900 sq.
ft. of Public Trust/Estuarine Waters Areas of Environmental Concern (AEC); the excavation of
2,340 sq. ft. of Public Trust/Estuarine Shoreline AEC; the filling of 1,791 sq. ft. of Public
Trust/Estuarine Waters AEC and 2,621 sq. ft. of Public Trust/Estuarine Shoreline AEC; the
shading of 547 sq. ft. of Public Trust/Estuarine Waters AEC, and; the coverage of 5,431 sq. ft.
within the Public Trust/Estuarine Shoreline AEC.
There are no anticipated wetland impacts.
RECEIVED
SEP 1 5 2019
MP SECTION MHD

00i
North Carolina Department of Environmental Quality MEMORANDUM
Division of Coastal Management Page 3 of 6
Basis for Determination:
The Dare County Land Classification Map identifies the subject property as "Transitional Corridor".
As indicated on Page 217, the "Conservation" designation applies to all CAMA Areas of
Environmental Concern (AECs).
The Transition Corridor category is meant to provide for more intensive development on lands
that are suitable and will be provided with the necessary infrastructure and services to support
urban -style development (LUP, Page 207).
As indicated for "Conservation" areas on Page 217, "...development should be limited to
residential development and traditional accessory uses permitted in the CAMA AECs such as but
not limited to piers, docks, and crab -shedders... Authorized development should include
provisions and conditions that minimize impacts to any natural, cultural, historic, and scenic
values of the areas authorized for development".
The following LUP policies may be applicable to this request
Public Access:
Policy PA#1, Page 142.
"Dare County supports the preservation and protection of the public's right to
access and use of the public trust areas and waters.'
Policy PA#3, Page 142.
"Dare County supports North Carolina's shoreline access policies and grant
programs and recognizes the importance of shoreline access to our local
residents and our tourist economy. Thus, the County will continue to seek
opportunities to expand access, including opportunities for the disabled..."
Land Use Compatibility:
Archaeological/Historic Resources
Policy LUC#15, Page 159.
"The Dare County Board of Commissioners supports the protection of structures,
lands, and artifacts that have been identified by the NC Department of Cultural
Resources, Division of Archives and History, as archaeologically or historically
significant. On a case -by -case basis individual protection/management strategies
should be implemented to ensure archaeological and/or historical resources are
not destroyed." RECEIVED
SEP 1 5 2019
MP SECTION MHD

North Carolina Department of Environmental Quality MEMORANDUM
Division of Coastal Management Page 4 of 6
Natural Hazards:
Estuarine Systems
Policy NH#2, Page 180.
"Estuarine shoreline development should continue to be managed to protect and
preserve the natural resources of the estuarine waters and the estuarine
shoreline. The appropriate tools for this are the existing CAMA permit program
and the Areas of Environmental Concerns (AECs) designated under the CAMA
program. Dare County reserves the right to review, comment, advocate or
oppose any proposed regulations or programs that may affect the regulation of
estuarine waters and/or the estuarine shoreline."
Implementation Strategy, Page 180.
"1. Rely on existing CAMA AEC regulations to address development
activities along the ocean beaches, estuarine shoreline, and other
public trust areas in unincorporated Dare County..."
Policy NH#3, Page 180.
"Dare County supports the installation and maintenance of estuarine bulkheads.
Offshore breakwaters, slopes, rip -rap, and voluntary setbacks are appropriate
alternatives for property owners for addressing estuarine shoreline management
in lieu of estuarine bulkheads where these other techniques may be equally
effective in abating a shoreline erosion problem."
Flood Hazards
Policy NH#5, Page 181.
"Dare County supports, as minimum standards, the administration and
enforcement of all applicable floodplain management regulations and the
National Flood Insurance Program..."
Policy NH#6, Page 182.
"Dare County shall use construction standards, such as the elevation of buildings
and the wind zone requirements for mobile homes and zoning regulations, such
as the setbacks from water bodies and erosion -prone areas to mitigate the
effects of high winds, storm surge, flooding, wave action, and
erosion." RECEIVED
SEP 1 5 2019
IN ; i� i i�11 14

rl
North Carolina Department of Environmental Quality
Division of Coastal Management
Water Quality:
Policy WQ #2, Page 188.
MEMORANDUM
Page 6 of 6
"Development projects shall be designed and constructed to minimize
detrimental impacts on surface water quality, groundwater quality, and air quality.
Structures should be designed to fit the natural topographic conditions and
vegetation versus modifications to natural conditions to accommodate
structures."
Stormwater
Policy WQ #4, Page 190.
"Efforts to preserve, protect and improve water quality should be managed at the
local level. Local level management allows for a regulatory approach designed to
specifically address unique local needs and conditions. Existing State stormwater
rules should serve as the basis for local programs with adjustments made to
address local needs, conditions, and community support."
Policy WQ #5, Page 190.
"Efforts to manage stormwater runoff should be based on local conditions and
natural features. Properties immediately adjacent to SA classified waters should
be developed consistent with the dimensional standards and lot coverage
limitations of the Dare County Zoning Ordinance. Vegetative buffers and other
low —impact development methods identified by the UNC Coastal Studies Institute
are appropriate tools to address stormwater runoff adjacent to SA waters."
Fisheries Resources
Policy WQ#11, Page 193.
"Dare County recognizes the importance of our surrounding waters that serve as
habitats for the area's abundant fisheries resources. The continued productivity
of Dare County's fisheries shall be fostered through restoration and protection of
the unique ecosystems upon which they depend. Dare County supports
measures to protect and preserve designated primary nursery areas by the
Division of Marine Fisheries..."
SEP 1 5 2019
PUIP SECTION MHD

North Carolina Department of Environmental Quality MEMORANDUM
Division of Coastal Management Page 6 of 6
Local Areas of Concern:
Federal/State Support
Policy LAC#4, Page 200.
°Dare County encourages federal and state regulatory agencies to consider fast -
tracking of public purposes projects. Where State grant funds have been
secured, consideration of an assumed or accelerated permit process is
advocated."
Policy LAC#5, Page 200.
"Dare County encourages federal and state regulatory agencies to consider
impacts from activities occurring on their lands on the surrounding privately -
owned land and communities. Although Dare County acknowledges that federal
and state properties are exempt from local zoning and other land use ordinances,
federal and state agencies should coordinate their efforts with local officials
whenever practicable."
Channel Maintenance — Oregon Inlet
Policy LAC#10, Page 202.
"Dare County advocates the dredging and other associated maintenance
activities of all existing navigable channels, canals, boat basins, marinas and
waterways. Such activities are of vital importance to our local residents,
fisherman, and tourist economy."
SE? 1 5 2019
p SECTION WD

Regulatory Division
SAW-2019-01720
Mr. Jonathan Howell
Division of Coastal Management
North Carolina Department of Environment
and Natural Resources
400 Commerce Avenue
Morehead City, North Carolina 28557-3421
Dear Mr. Howell:
NOV
11r1-P SECTION MHD
Reference the application of the NC Division of Marine Fisheries to construct a public boating
access area boat ramp consisting of two 78' x 15' lanes, one 60' x 8' floating center dock, an 11' x
17' courtesy platform, 108' of vinyl bulkhead, 288 square feet of rip rap, and also excavate
approximately 50 cubic yards of material within the access basin, located at 23170 Myrna Peters
Road, adjacent to the Pamlico Sound, in Rodanthe, Dare County, North Carolina.
The Federal agencies have completed review of the proposal as presented by the
application and your field investigation report. It has been determined that the Type text here
activities authorized do not impair the usefulness of the USACE navigation
project and are not injurious to the public interest.
We recommend that the following conditions be included in the State authorization:
1. All work authorized by this permit must be performed in strict compliance with the
attached plans, which are a part of this permit. Any modification to these plans must be approved
by the US Army Corps of Engineers (USACE) prior to implementation.
2. The permittee understands and agrees that, if future operations by the United States
require the removal, relocation, or other alteration, of the structure or work herein authorized, or
if, in the opinion of the Secretary of the Army or his authorized representative, said structure or
work shall cause unreasonable obstruction to the free navigation of the navigable waters, the
permittee will be required, upon due notice from the U.S. Army Corps of Engineers, to remove,
relocate, or alter the structural work or obstructions caused thereby, without expense to the
United States. No claim shall be made against the United States on account of any such removal,
relocation, or alteration. The permittee shall notify NOAA/NATIONAL OCEAN SERVICE
Chief Source Data Unit N CS261, 1315 E West HWY- RM 7316, Silver Spring, MD 20910-
3282 at least two weeks prior to beginning work and upon completion of work.
3. Except as specified in the plans attached to this permit, no excavation, fill or
mechanized land -clearing activities shall take place at any time in the construction or

maintenance of this project, in such a manner as to impair normal flows and circulation patterns
within waters or wetlands or to reduce the reach of waters or wetlands.
4. Except as authorized by this permit or any USACE approved modification to this
permit, no excavation, fill or mechanized land -clearing activities shall take place at any time in
the construction or maintenance of this project, within waters or wetlands. This permit does not
authorize temporary placement or double handling of excavated or fill material within waters or
wetlands outside the permitted area. This prohibition applies to all borrow and fill activities
connected with this project.
5. Unless otherwise authorized by this permit, all fill material placed in waters or wetlands
shall be generated from an upland source and will be clean and free of any pollutants except in
trace quantities. Metal products, organic materials (including debris from land clearing
activities), or unsightly debris will not be used.
6. The authorized structure and associated activity must not interfere with the public's
right to free navigation on all navigable waters of the United States. No attempt will be made by
the permittee to prevent the full and free use by the public of all navigable waters at or adjacent
to the authorized work for reason other than safety.
7. The permittee shall advise the Corps in writing at least two weeks prior to beginning the
work authorized by this permit and again upon completion of the work authorized by this permit.
8. The permittee shall require its contractors and/or agents to comply with the terms and
conditions of this permit in the construction and maintenance of this project, and shall provide
each of its contractors and/or agents associated with the construction or maintenance of this
project with a copy of this permit. A copy of this permit, including all conditions, shall be
available at the project site during construction and maintenance of this project.
9. The permittee shall employ all sedimentation and erosion control measures necessary to
prevent an increase in sedimentation or turbidity within waters and wetlands outside the permit
area. This shall include, but is not limited to, the immediate installation of silt fencing or similar
appropriate devices around all areas subject to soil disturbance or the movement of earthen fill,
and the immediate stabilization of all disturbed areas. Additionally, the project must remain in
full compliance with all aspects of the Sedimentation Pollution Control Act of 1973 (North
Carolina General Statutes Chapter 113A Article 4).
10. The activity will be conducted in such a manner as to prevent a significant increase in
turbidity outside the area of construction or construction -related discharge. Increases such that
the turbidity in the waterbody is 50 NTU's or less in all rivers not designated as trout waters by
the North Carolina Division of Environmental Management (NCDEM), 25 NTU's or less in all
saltwater classes and in all lakes and reservoirs, and 10 NTU's or less in trout wtteE
considered significant.
NOV 2 0 2019
PAP SECTION IV HD

11. Violations of these conditions or violations of Section 404 of the Clean Water Act or
Section 10 of the Rivers and Harbors Act must be reported in writing to the Wilmington District
U.S. Army Corps of Engineers within 24 hours of the permittee's discovery of the violation.
12. In order to protect the endangered West Indian manatee (Trichechus manatus) the Permittee
shall implement the U.S. Fish and Wildlife Service's Manatee Guidelines, and strictly adhere to all
requirements therein. The guidelines can be found at http://www.fws.gov/nc-
es/mammal/manatee_guidelines.pdf.
Questions or comments may be addressed to Mr. Josh Pelletier, Washington Field Office,
Regulatory Division, telephone [phone].
Sincerely,
Type to e
Josh Pelletier
Copies Furnished:
Mrs. Jennifer Burdette
North Carolina Division of Water Quality
1650 Mail Service Center
Raleigh, North Carolina 27699-1650
Mr. Pete Benjamin
U.S. Fish and Wildlife Service
Fish and Wildlife Enhancement
Post Office Box 33726
Raleigh, North Carolina 27636-3726
Mrs. Twyla Cheatwood
National Marine Fisheries Service
Habitat Conservation Service
101 Pivers Island Road
Beaufort, North Carolina 28516
Mr. Jeffrey Garnett
Wetlands and Marine Regulatory Section
Water Protection Division -Region IV
U.S. Environmental Protection Agency
61 Forsyth Street, SW
Regulatory Project Manager
RECEIVED
NOV 2 0 2019
MP SECTION MI-!D

Atlanta, Georgia 30303
NOV 2 0 2019
MP SECTION PAHD

ON MP-1
APPLICATION for
Ma1or Development Permit CM -EC
(last revised 12/27/06) hA
North Carolina DIVISION OF COASTAL MANAGEMENT
1. Primary Applicant/ Landowner Information
Business Name Project Name (if applicable)
Dare County Rodanthe Boating Access Area (BAA)
Applicant 1: First Name
MI
Last Name
Robert
Outten
Applicant 2: First Name
MI
Last Name
If additional applicants, plasm attach an additional pages) with names listed.
Mailing Address
PC Box
City
Slate
954 Marhsall Collins Dr
1000
Manteo
NC
ZIP
Country
Plane No.
FAX No.
27954
USA
252.475.5811 ext.
252 - 473 -1817
Street Address (d different Imm above)
City
State
21P
Email
otdtenCdarenc.com
2. Agent/Contractor Information
Business Name
Nc Wildlife Resources Commission
Agent/ Contractor 1: First Name
MI
lest Name
Sara
J
Sherman
Agentl Contractor 2: First Name
MI
Last Name
Mailing Address
PO Box
City
Stale
1720 Mail Service Center
Raleigh
NC
ZIP
Phone No. 1
Phone No. 2
27699
919-707-0164 sort.
919-758-9302 ext.
FAX No.
Contractor •
919 707 0162
WA
Street Address (if different Iron shove)
City
Slate
ZIP
1761 Varsity Dr
Raleigh
NC
27606-
Email
[e-mail]
<Form continues on back>
252-808-2808 :: 1-888-4RCOAST :: www.nccoastalmanagenient.net

Form DCM MP-1 (Page 2 of 5)
APPLICATION for
keeely d Major Development Permit
3. Project Location "
County (can be multiple)
Street Address 8 �a
�. M
State Rd. 0
Dare
_
23170 Myrna Peters Rd 11
1492
Subdivision Name
City
State
Zip
N/A
Rodanthe
INC
27959-
Phone No.
Lot No.(s) (rf many, attach additional page with lisq
N/A - - ext.
N/A, I ,
a. In which NC river basin Is the project located?
b. Name of body of water nearest to proposed project
Pasquotank
Blackmer Gut
c. Is the water body identified in (b) above, natural or marinade?
d. Name the closest major water body to the proposed project site.
❑Natural ❑Manmade ®Unknown
Pamlico Sound
e. Is proposed work within city limits or planning jurisdiction?
I. If applicable, list the planning Jurisdiction ��1(yy�Igyt,tyf proposed
[]Yes ®No
work falls within. RE�tIVtU
Dare County
AUG 2 0 2019
4. Site Description
a. Total length of shoreline on the tract (ft.)
b. Size of entire tract (sq.ft.)Um
1826
402930
c. Size of Individual lot(s)
d. Approximate elevation of tract above NHW (normal high wafer) or
N/A,
NWL (normal waterleveo
(If many lot sizes, please attach additional page with a list)
4' ❑NHW or ®NWL
e. Vegetation on tract
There are large areas of wetlands on the eastern parts of the tract, primarily at the basin and east of it. There are
maintained grass areas around the existing development. There is a shrubby, woodsy area in the northwest corner to the
parcel. The 3 infiltration basins are grassy.
I. Man-made features and uses now, on tract
NCDOTs emergency ferry dock and bulkheaded basin, emergency services helipad, county recycling center, spoil dispoal
area for ferry channel dredging, primative gravel loop/parking at a primative ramp access area.
g. Identify and describe the existing land uses adiacent to the proposed project site.
Adjacent of the north is primarily undeveloped. There are remnants of old fish houses immedately adjacent to the ramp
area. South of the ramp is a residental street that also appears to have trailer storage at the end of it.
h. How does local government zone the tract?
I. Is the proposed project consistent with the applicable zoning?
S-1
(Attach zoning compliance certificate, if applicable)
[]Yes []NO ®NA
j. Is the proposed activity part of an urban waterfront redevelopment proposal? []Yes ®No
k. Has a professional archaeological assessment been done for the tract? If yes, attach a copy. []Yes ®No ❑NA
If yes, by whom?
I. Is the proposed project located in a National Registered Historic District or does it involve a ❑Yes ®No ❑NA
National Register listed or eligible property?
<Form continues on next page>
252.808.2808 :: l-886.4RCOAST :: www.nccoostaimanagement.net

Form DCM MP-1 (Page 3 of 5) APPLICATION for
Major Development Permit
m. (i) Are there wetlands on the site? ®Yes ❑No
(it) Are there coastal wetlands on the site? �'� C ®Yes ❑No
(iii) If yes to either (i) or (it) above, has a delineation been conducted? ®Yes ❑No
(Attach documentation, if available)
n. Describe existing wastewater treatment facilities.
None.
DECEIVED
o. Describe existing drinking water supply source.
None
p. Describe existing storm water management or treatment systems. D
There is an existing High Density Stormweter Permit in place for the property area that was developed for the recycling center
and helipad. Runoff from these areas are treated by 3 infiltration basins. The ferry dock driveway, Myrna Peters Rd, and the
primitive gravel area are not included in the stonmwater permit. Runoff from those areas sheetgows into adjacent vegetated
areas.
5. Activities and impacts
a. Will the project be for commercial, public, or private use? ❑Commercial ®Public/Govemment
❑PrivatelCommunity
b. Give a brief description of purpose, use, and daily operations of the project when complete.
Purpose is to provide public boating access to the Pamlico Sound and surrounding creeks for fishing, waterfowl hunting, and
recreational boating. Additional use by commercial fisherman and emergency maangemenl services is anticipated. Once
complete, the site will be open 24/7, free of charge to the public. The site will be ADA-accessible and will improve public
access oppurtunities to users of all ability levels.
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.
Ramp slab will be poured on high ground. Rode base will be placed by excavator. Ramp will be pushed into place with a bull-
dozer for in -water portions. Above -water portions will be formed and poured in place. Floating dock will be constructed at
NCWRC's central prison facility and delivered to site to be attached to concrete abutment. Fixed plaffonn dock and new vinyl
bulkheads will be constructed with a pile driver. Parking areas will be constructed with bulldozer, graders, and pavers.
Equipment will be stored on site.
d. List all development activities you propose.
New 2-lane concrete boat ramp with center floating dodk,flxed platform Hog Slat dock, new vinyl bulkheads at platform dock
and ramp area, maintenance/repairs of ferry basin bulkead walls as needed, 2 new rows of vehicle -trailer parking and a
improved boat ramp maneuver area.
e. Are the proposed activities maintenance of an existing project, new work, or both? new
L What is the approximate total disturbed land area resulting from the proposed project? 2 ❑Sq.Ft or ®Apes
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.
The only fill being placed in the water will be the ramp strucutre and rock base. No point discharges are proposed, only
sheetflow stormwater runoff directed towards the basin.
I. Will wastewater or stonmwater be discharged into a wetland? ❑Yea ®No ❑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.
252-808-2808 .. 1-888-41 .. www.nccoastalnhanagement.net

Form DCM MP-1 (Page 4 of 5) ke.c lived APPLICATION for
Major Development Permit
<Form continue!} o�l'u��1G
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 applicalion
package to be complete. Items (a) — (I) are always applicable to any major development appication. Please consult the application
instruction booklet on how to properly prepare the required items below.
a. A project narrative.
b. An accurate, dated work plat (Including plan view and cross -sectional drawings) drawn to scale. Please give the present status of the
proposed project. Is any portion already complete? If previously authorized work, clearly Indicate on maps, plats, drawings to distinguish
between work completed and proposed.
c. A site or location map that is sufficiently detailed to guide agency personnel unfamiliar with the area to the site.
d. A copy of the deed (with state application only) or other instrument under which the applicant claims fitle 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 Steve Midgett, James Roanoke, Etals I do James T Rasnake Phone No. unknown
Address 5502 Cryors Ln, Mt Kenney, VA 23872
Name Jazanie Herbert O'Neal Phone No. unknown
Address P.O. Box 40, Rodanthe, NC 27968 RECEIVED
Name Phone No.
Address AUG 2 0 2019
g. A list of previous state or federal permits issued for work on the project .ttrraa��pct�. l�Innfcl�uctj��p� ae���appyy� numbers, permittee, and issuing dates.
Storrnwater Permit No SW7051001 issued October 2005 by Ij,)C Alta'aar19F4(I,L10? f Dare issued 10/31/2000
NCDEO. Modified 6/19/2019
DCM N167-05, County of Dare Issued 11/2/2005
h. Signed consultant or agent authorization form, if applicable.
i. Wetland delineation, I 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 the development described in the application.
The project will be subject to the conditions and restrictions contained in the permit.
I certify that I am authorized to grant, and do in fact grant permission to representatives of state and federal review agencies to
enter on the aforementioned lands in connection with evaluating information related to this permit application and follow-up
monitoring of the project.
I further certify that the information provided in this application is truthful to the best of my knowledge.
Date ,� Print Name _NCWRC/ Sara Sherman
Signature
Please indicate application attachments pertaining to your proposed project.
®DCM MP-2 Excavation and Fill Information ❑DCM MP-5 Bridges and Culverts
®DCM MP-3 Upland Development
®DCM MP-4 Structures Information
252-808.2808 :: 1-888.4RCOAST :: www. nccoastaimanagement. net

Form DCM MP-1 (Page 5 of 5)
APPLICATION for
Major Development Permit
Received
[)MEC
RECEIVED
AUG 2 0 2019
DCM-MHD CITY
252.808.2808 :: I.888-4RCOAST :: www.nccoastalmanagernent. net

Form DCM MP-2
EXCAVATION and FILL
(Except for bridges and culverts)
Received
0 CM -EC
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
25'
N/A
N/A
2@ 79
N/A
N/A
N/A
Width
W.
2@ 15'
Avg. Existing
-4.6
NA
NA
Depth
Final Project
8 a
NA
NA
Depth
1.
EXCAVATION
❑This section not applicable
a.
Amount of material to be excavated from below NHW or NWL In
b. Type of material to be excavated.
cubic yards.
soil, primative existing gravel ramp
140 CY (90 for romps, 50 for access channel)
c.
(1) 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),
90 CY
or other wetlands (WL)? If any boxes are checked, provide the
number of square feet affected.
❑CW ❑SAV ❑SB
❑WL ®None
RECEIVED
(ii) Describe the purpose of the excavation in these areas:
N/A
AUG 2 O 2019
ncM-MHD CITY
2.
DISPOSAL OF EXCAVATED MATERIAL
❑This section not applicable
a.
Location of disposal area.
b. Dimensions of disposal area.
onsite, in northwest corner where parking will be built
30' x 30'
C.
(q Do you claim title to disposal area?
d. (i) Will a disposal area be availabie for future maintenance?
®Yes ❑No ❑NA
®Yes []No ❑NA
(ii) If no, attach a letter granting permission from the owner.
(ii) If yes, where?
parking area
e.
(i) Does the disposal area include any coastal wetlands/marsh
I. (I) Does the disposal Include any area in the water?
(CW), submerged aquatic vegetation (SAV), shell bottom (SB),
❑Yes ®No ❑NA
or other wetlands (WI-)? If any boxes are checked, provide the
number of square feet affected.
III) If yes, how much water area is affected?
❑CW ❑SAV ❑SB
WA
❑WL ®None
III) Describe the purpose of disposal in these areas:
N/A
252.808.2808 :: 1.888ARCOAST :: www.nccoastalmanagement.net revised: 12126/06

Porn DMI Pd}F'--'/ (!:m:%ivaVion and Fill, Page l of 3)
3. SHORELINE STABILIZATION ❑This section not applicable
(if development is a wood groin, use MP-4 - Structures)
a. Type of shoreline stabilization: b. Length: 101IT (behind platform dock) 2 9D 54' (oaraliel to ramps)
®Bulkhead ❑Riprap ❑BreakwatedSill []Other:
c. Average distance waterward of NHW or NWL: 14'
e. Type of stabilization material:
vinyl bulkhead
g. Number of square feet of fill to be placed below water level.
Bulkhead backfill200 Riprap_
Breakwater/Sill_ Other
i. Source of fill material.
quarry
Width: 9" deep vinyl sheets
d. Maximum distance waterward of NHW or NWL: 19'
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.
N/A
h. Type of fill material.
57 stone RECEIVED
AUG 2 0 2019
DCM-MHD CITY
A OTHER FILL ACTIVITIES ®This section not applicable
(Excluding Shoreline Stabilization)
a. (1) Will fill material be brought to the she? ❑Yes []No ❑NA b. (i) Will fill material be placed in coastal wetlands/mamh (CW).
If yes, submerged aquatic vegetation (SAV), shell bottom (SB), or
other wetlands (WL)? If any boxes are checked, provide the
(ii) Amount of material to be placed in the water number of square feet affected.
(it!) Dimensions of fill area ❑CW ❑SAV ❑SB _
(iv) Purpose of fill OWL []None
(it) Describe the purpose of the fill in these areas:
5. GENERAL
a. How will excavated or fill material be kept on site and erosion
controlled?
Erosion Control permit will be obtained prior to project construction.
It will include silt fence around de -watering stockpile area.
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.
WA
b. What type of construction equipment will be used (e.g., dragline,
backhoe, or hydraulic dredge)?
backhoe
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.
N/A
UJ&0 Received
Date NCWRC/Sara Sherman
Rodanthe BAA
Project Name
Applicant Name
252-808-2808 :: 1-888-4RCOAS'IF :: www.nccoastalmanagenrent.net revised: 12126/06

pOrM C1f'Yal S'.fl?'^2 (Exca,::,lin;� ant! till, Page 3 of 3)
VAplltS,9lSll
Received
OMEC
RECEIVED
AUG 2 0 Z019
DCM-MHD CITY
252-808-2808 :: 1-888-ARCOAST :: www.nccoastalinanageniont.net revised: 12/26/06

Form DCM MP-3
UPLAND DEVELOPMENT DG Er
(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.
2 concrete ramps, 1 floating dock, 1 hog slat fixed platform
dock, 2 rows of parking. All existing development (helipad,
recycling, ferry dock) to remain
c. Density (give the number of residential units and the units per
acre).
N/A
e. If the proposed project will disturb more than one acre of land, the
Division of Land Resources must receive an erosion and
sedimentation control plan at least 30 days before land -disturbing
activity begins.
(i) If applicable, has a sedimentation and erosion control plan been
submitted to the Division of Land Resources?
❑Yes ®No []NA
(ii) If yes, list the date submitted: will be sumilted prior to
construction
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.
6.6%
i. Give the percentage of the entire tract to be covered by impervious
and/or built -upon surfaces, such as pavement, building, rooftops,
or to be used for vehicular driveways or parking.
13.4%
j. Describe proposed method of sewage disposal.
N/A
I. Describe location and type of proposed discharges to waters of the
state (e.g., surface runoff, sanitary wastewater, industrialf
commercial effluent, 'wash down' and residential discharges).
Ramp surface runoff will flow into the basin. All other
pervious aeras will flow to vegetated areas, existing
infiltration basins, or to pervious pavement.
b. Number of lots or parcels.
DCM-MHD CITY
d. Size of area to be graded, filled, or disturbed Including roads,
ditches, etc.
up to 2 acres
f. List the materials (such as marl, paver stone, asphalt, or concrete)
to be used for impervious surfaces.
Concrete ramps, asphalt drive aisle and ramp maneuver
area, geogrid/stone pervious pavement for parking spaces.
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: _5/29/19
Mpd�fi�xv�
Yccei�l Eollq�lq
k. Have the facilities described in Item (1) received state or local
approval?
❑Yes []No ®NA
If yes, attach appropriate documentation.
m. Does the proposed project include an innovative stormwater
design?
❑Yes ®No ❑NA
If yes, attach appropriate documentation.
252.808-28082 :: 1.888-4RCOAST :: wwc r.ncconstalmanngement.net revised: 12/26106

Form DCM MP-3 (upland Dev aloliment, Page 2 of 2)
m. Describe proposed drinking water supply source (e.g.. well,
n. (i) Will water be impounded? ❑Yes
®No ❑NA
community, public system, etc.)
(ii) If yes. how many acres? N/A
none
o. When was the lot(s) platted and recorded?
p. If proposed development is a subdivision, will additional utilities be
6/14/1999 - PC E, Slide 174
Installed for this upland development?
❑Yes ❑No ®NA
U laoll01
Dale
Rodanthe BAA
1�
Received
Project Name
NCWRC/ Sara Sherman
Applicant Name
RECEIVED
CCM-EC
Appli&ntSignaure
AUG 2 0 2019
DCM-MHD CITY
252-808-2808 :: 1.888.4RCOAST :: www.ncconstalmanagemnnt.net revised: 12126106

Form DCM MP-4
STRUCTURES
(Construction within Public Trust Areas)
tieceive�
„0nn-FC
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 OPublidGovernment ❑Private/Community
c. (i) Dock(s) and/or pier(s)
(it) Number
1
(III) Length
80
(iv) Width
8
(v) Floating
®Yes []No
[I This section not applicable
b. (i) Will the facility be open to the general public?
®Yes []No
d. (i) Are Finger Piers included? ❑Yes ®No
If yes:
(ii) Number
(iii) Length
(iv) Width _
(v) Floating ❑Yea ❑No RECEIVED
e. (i) Are Platforms included? ®Yes []No I. (i) Are Boatlifts included? []Yes ®No
If yes: If yea: A U G 2 0 2019
(ii) Number 1 (ii) Number
(III) Length 11 (iii) Length DCM-MHD CITY
(iv) Width 117 (iv) width
(v) Floating []Yes ®No
Note: Roofed areas are calculated from dripline dimensions.
g. (i) Number of slips proposed h. Check all the types of services to be provided.
Q ❑ Full service, including travel lift and/or rail, repair or
(ii) Number of slips existing maintenance service
8 (commerical docking inside ferry basin) ❑ Dockage, fuel, and marine supplies
❑ Dockage ("wet slips') only, number of slips: _
❑ Dry storage; number of boats:
® Boat ramp(s); number of boat ramps: 2
❑ Other, please describe:
I. Check the proposed type of siting:
❑ Land cut and access channel
®Open water; dredging for basin and/or channel
❑Open water; no dredging required
[]Other: please describe:
k. Typical boat length: 1818=20'
m. (i) Will the facility have tie pilings?
[]Yes ®No
(ii) If yes number of tie pilings?
0
Describe the typical boats to be served (e.g., open runabout,
charter boats, sail boats, mixed types).
Mixed. Motorboats for fishina and duck huntina.Sizes
orimiarty for in -shore boatina. Also use by Chicamacomico
life saving station's tat skis
I. (i) Will the facility be open to the general public?
®Yes ❑No
252-808-2808 :: t-8e84RCOAST :: Wwv .nccoastabnanaigernent.net revised: 12/27/06

t=ortri [)CM M11-4 (Structures, Pa je 2 of 4)
2.
DOCKING FACILITY/MARINA OPERATIONS
®This section not applicable
a.
check each of the following sanitary facilities that will be included in the proposed project.
❑ Once 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.
C
d.
How will overboard discharge of sewage from boats be controlled?
O®
AUG 2 0 2019
e.
(1) Give the location and number of'No Sewage Discharge' signs proposed.
DCM-MHD C ITY
(it) 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?
It. Give the number of channel markers and "No Wake' signs proposed.
I. Give the location of fuel -handling facilities, and describe the safely measures planned to protect area water quality.
J. What will be the marina policy on overnight and live -aboard dockage?
it. Describe design measures that promote boat basin flushing?
I. If this project is an expansion of an existing marina, what types of services are currently provided?
M. Is the marina/docking facility proposed within a primary or secondary nursery area?
❑Yes ®No
'�eceiue�,
y ,s
� ON -
;'S2-800-2808:: 14J8u-4RCUAST :: www nccoastairntanagomentanet
revised: 12127/06

.�ornt DCM MP-4 (Structures, Pale 3 of a)
n. Is the marina/docking facility proposed within or adjacent to any shellfish harvesting area?
❑Yes []NO
o. Is the madnaldocking 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 marinaldocking facility located within or within close proximity to any shellfish leases? ❑Yes []No
If yes, give the name and address of the leasehokfer(s), and give the proximity to the lease.
3. BOATHOUSE (including covered lifts) ®This section not applicable
a. (i) Is the boathouse strucure(s): Mr%+IF;;r `r "�
[]Commercial ❑Public/Government ❑Private/Community
(if) Number AUG 2 0 2019
(iii) Length
(iv) Width
p DCM—MHD CITY
Note: Rooted areas are calculated horn rid line dimensions.
4. GROIN (e.g., wood, sheetpfle, etc. IF a rock groin, use MP-2. Excavation and Fill.) ®This section not applicable
S. (I) Number
(if) Length _
(bp width
& BREAKWATER (e.g,, wood, sheetpile, etc.) ®This section not applicable
a. Length b. Average distance from * W, NWL, or wetlands
c. Maximum distance beyond NNW, NWL or wetlands
16. MOORING PILINGS and BUOYS ®This section not applicable
a. Is the structure(s):
❑Commercial ❑Public/Government ❑PrivatelCommunby
C. Distance to be placed beyond shoreline
Note: This should be measured from marsh edge, if present.
e. Arc of the swing
7. GENERAL
b. Number
d. Description of buoy (color, inscription, size, anchor, etc.)
Received
DCM-EC
tsuL-LSOa :: 1.888-4RCOAST :: www.:rccoastalmanagoment.net rovisod: 12/27/08

Form DCM MP-4 (Structures, Pa le 4 of 4)
a. Proximity of stmctum(s) to adjacent riparian property lines
28' to closest edge of wall ramp, 43' to Boating dock.
Note: For buoy or mooring piling, use arc of swing including length
of vessel.
c. Width of water body
115'
e. (1) Will navigational aids be required as a result of the project?
❑Yes ONO ONA
III) If yes, explain what type and how they will be implemented.
N/A
b. Proximity of structure(s) to adjacent docking facilities.
Adjacent property has informal docking and remnants of old
fish houses at property line. 28' to closest edge of wall
ramp, 43' to floating dock.
d. Water depth at waterward end of structure at NLW or NWL
-6'
8. OTHER nw" " ®This section not applicable
a. Give complete description: AUG 2 0 23'9
MI O COY
U I�l►°�
Date
Rodanthe BAA
Project Name
NCWRC/ Sera Sherman
Applicant Name
/l
Appli t Signature
Received
DCM-EC
252-808.2808:: 1.888-4RCOAST:: www nccoastainiana0ement.nat revised: 12/27I06

ROY COOPER NORTH CAROLINA
Governor Environmental Quality
MICHAEL S. REGAN
Secretary
BRAXTON C. DAVIS
Director
October 7, 2019
Dare County
Mr. Robert Outten (via email)
Dear Mr. Outten,
FILE
This letter is in reference to the application submitted for Dare County and the NC Wildlife
Resources Commission, for a Coastal Area Management Act Major Permit to undertake
development activities to expand and rehabilitate the Rodanthe Boating Area Access site, in Dare
County.
Although processing of the application is nearing completion, additional time is needed for this
office to complete the review and make a decision on your request. Therefore, it is necessary that
the standard review time be extended. An additional 75 days is provided by G.S. 113A-122(c)
which would make December 21, 2019 the new deadline for reaching a decision on your
request. However, we expect to take action prior to that time and will do so as soon as possible.
In the interim, should you have any question on the status of your application, do not hesitate to
contact me by phone [phone] ext. 215) or e-mail ([e-mail]).
Sincerely,
Gregory W. o
Assistant Major Permits Coordinator
Cc: DCM Elizabeth City (via mail)
North Carolina Department of Emtranmental Quality I Division of Coastal Management
Morehead City Office 1 400 Commerce Avenue I Morehead City, North Carolina 28557
252.808.2808

DIVISION OF COASTAL MANAGEMENT
FIELD INVESTIGATION REPORT
APPLICANT'S NAME: Dare County / NC Wildlife Resources Commission
2. LOCATION OF PROJECT SITE: 23170 Myrna Peters Road, SR 1492, Rodanthe,
Dare County; adjacent waterbodies: Blackmar Gut and the Pamlico Sound.
Photo Index — 2006: 174-7845 (P3-4,03-4)
Latitude/Longitude: 35.595583-75.469999
3. INVESTIGATION TYPE: CAMA, D&F
4. INVESTIGATIVE PROCEDURE: Dates of Site Visit — 06/27/19
Was Applicant Present - No
5. PROCESSING PROCEDURE: Application Received Complete — 07/24/2019
Office - Elizabeth City
6. SITE DESCRIPTION: RECEIVED
(A) Local Land Use Plan — Dare County
Land Classification From LUP — S-1 (Special) AUG 2 0 2019
(B) AEC(s) Involved: EW, PTA, ES, PTS
(C) Water Dependent: Yes
(D) Intended Use: Public/Government DCM-MHD CITY
(E) Wastewater Treatment: Existing - None
Planned -None
(F) Type of Structures: Existing — Emergency Ferry Dock, Bulkhead,
Recycling Center, Helipad, Primitive Boat Ramp,
Grave Loop Driveway, Parking
Planned - Concrete Boat Ramp with Center Dock,
Fixed Platform, Bulkhead, Parking
(G) Estimated Annual Rate of Erosion: N/A; Source — N/A
7. HABITAT DESCRIPTION: [AREA]
DREDGED FILLED OTHER
(A) Vegetated Wetlands
N/A
N/A
N/A
(B) EW, PTA (Shallow Bottom)
900 sf
200 sf (backfill
N/A
(channel)
for bulkhead)
15 sf (riprap
below NWL)
1,548 sf
(ramps and
rock base
below NWL)
28 sf (bulk-
head walls
waterward of
NWL

Field Investigation Report: Dare County/NCWRC Rodanthe BAA
Dn"A 9
(C) EW, PTA (Open Waters)
360 sf (floating
dock less 1'
overhang each
side of ramps)
187 sf
(courtesy dock
(D) ES, PTS (Shoreline / High
2,340 sf (boat
ramp)
1,260 sf
(ramps and
472 sf (asphalt
replaced
Ground)
rock base
w/pervious
above NWL)pavement)
97 sf b( uL
275 sf
head above
(pervious
NWL)
pavement
270 sf (riprap
vehicle/trailer
above NWL)
pkq spaces)
720 sf (ramp
4,684 sf
apron
(redevelop
104 sf
existing gravel
(sidewalk/
& asphalt areas
abutment
into driveway &
170 sf
maneuver
areas)
(concrete curb)
(D) Total Area Disturbed in CAMA AEC = 13,630 (.31 acres)
(E) Primary Nursery Area: N/A
(F) Water Classification: SA/HQW; Closed to shellfishing
8. PROJECT SUMMARY: Construction of a public boating access area, to include a
double -lane boat ramp, center floating dock, hog slat fixed platform dock, trailer
parking spaces, bulkheading, and dredging.
RECEIVED
Project Settinq
AUG 2 0 2019
The County of Dare, in partnership with the NC Wildlife Resources Commission NCWRC)
proposes the construction of a public boating access area (BAA) at t"AfflyfUVeters
Road. The physical address of the project is 23170 Myrna Peters Road, State Road 1492, in
Rodanthe, Dare County, and is adjacent the waters of Blackmar Gut and the Pamlico Sound.
The property area is 9.25± acres. The lot was platted June 14, 1999. Existing man-made
structures on this parcel include the Rodanthe emergency ferry dock/terminal with
deteriorated bulkheading, an asphalt road that connects to the approach ramp to Myrna
Peters Road, 6 slips for commercial docking inside the Ferry basin, tie pilings south of the
terminal, a recycling center station with privacy fence, helipad with concrete pad and chain
link fence, infiltration basins, gravel loop driveway and parking, and a dirt boat ramp.

RECEIVED
Field Investigation Report: Dare County/NCWRC Rodanthe 13AA
Page 3 AUG 2 0 2019
The NC Department of Transportation (NCDOT) constructed the er&0Rer inal
adjacent to Blackmar Gut to be used in the event that the Bonner Bridge becam i ible.
Blackmar Gut is a Federal Navigation Channel and is maintained using the on -site diked spoil
disposal area, which is located on the southwest section of the parcel. Non -coastal vegetation
includes wax myrtle (Myrica cerifera), cedars, Common Reed (Phragmites), Marsh elder (Iva
frutescens), and Rose mallow (Hibiscus palustris). and indigenous grasses. The wetlands
subject to Section 404 were delineated in 2005 and 2017. Vegetation transitions into Coastal
Wetlands containing Black needlerush (Juncus roemerianus), Salt marsh cordgrass (Spartina
altemiflora), Salt meadow cordgrass (Spartina patens), and Saltgrass/spike grass (Distichlis
spicata). The project area will not impact any of the adjacent wetlands. The elevation of the
tract is approximately 4' above NWL. There appears to be no known archeological sites on
the property.
The adjacent riparian property to the north is mostly marsh acreage, with remnants of a fish
house and tie pilings. The adjacent riparian property to the south is noted as part residential
and part marsh acreage; a portion of the parcel is being used for camper/trailer storage.
The Pamlico Sound is classified as Coastal Waters, and is in the Pasquotank River Basin.
The Environmental Management Commission's water classifications for Blackmar Gut and
the Pamlico Sound are SA and High Quality Waters (HQW). The area of the Rodanthe boat
harbor is closed to shellfishing. The existing ferry channel depth averages -7' NWL. The
width of waterbody from the adjacent marsh to current boat launch area is approximately 115'.
An interagency scoping meeting was held at the Washington Regional Office on April 19,
2018, with representatives from National Marine Fisheries, Dare County, USACOE, NCWRC,
NCDWR, NCDEMLR, DCM, and DMF in attendance. It was noted during the meeting that no
wetlands should be impacted with the BAA proposal. Possible stormwater issues included
the evaluation of pervious areas, the use of pavers, and water table depth.
Prior State permits issued for this tract include Stormwater #SW7051001 in October 2005,
DCM Major Permit #167-05 in November 2005 for the heliport and recycling center, and DCM
Major Permit #167-00 in October 2000 for the Ferry Landing. It has been confirmed that
#SW7051001 was renewed and modified effective June 19, 2019.
Development Proposal
There are no public boat ramps south of the Oregon Inlet Fishing Center, and the NCWRC
does not have any ramps south of the Avalon Beach Boating Access in Kitty Hawk. The
applicants have proposed to construct an ADA-compliant BAA facility at the current location
of the dirt boat ramp. The proposed boat ramp will be open to the public under normal
conditions, however, Dare County and the NCDOT-Ferry Division will have authority to shut
down the site for emergencies.
The proposed project includes the construction of the following:
Boat Ramp
o A concrete boat ramp--2 lanes, each measuring 78'x15', for a total area of 2,340 sf.
o The ramp is proposed to extend 32' beyond NWL, with 15' crossing into the
Federal Navigation Channel Setback and 5' into the Federal Channel.

RECEIVED
Field Investigation Report: Dare County/NCWRC Rodanthe BAA AUG 2 0 2019
Page 4
o The concrete ramp will rest upon a ramp rock base meas@jMZA 26';d'I_
coverage = 2,808 sf. fI YY
o A 20'x36' asphalt area (720 sf) in front of ramp for the ramp apron.
o The back of the apron will be at an elevation of 3.1'. At the top of the ramp,
the vertical curve will begin at an elevation of 3.2', with a 20' vertical curve
ending at an elevation of 2'. From that position, the ramp will begin with a
14% slope, with a -6' elevation at the end of the ramp.
o A sidewalk/abutment in front of floating dock = 13'x8' (104 so.
o Excavation measuring 78'x30' (2,340 sf) is proposed for high -ground excavation for
the new boat ramp area. A total of 90 cubic yards of soil and existing gravel is
estimated to be excavated in the area of the primitive boat ramp.
Excavation is also proposed for an area measuring 25'x36' beyond the end of the boat ramps,
with an average depth of -1.5' to achieve a depth of -6' to tie into ferry channel depths. A total
of 50 cubic yards is proposed to be excavated.
The location of a temporary 30'x30' spoil de -water area is proposed in the northwest corner
of the property, and is outside of the CAMA's 75' AEC. Once the material is dewatered and
disposed of in proposed upland parking construction areas, this location will be part of a
vehicle/trailer parking site.
Docks:
Floating center dock, measuring 60x8', which will rest on the concrete ramps above
NWL with 1' overlap (Note: floating dock will stop at the edge of the Federal
Channel);
An 11'x17' courtesy platform/dock for an unloading area (constructed @ elevation of
2.5' out of 4'x10' hog slat docks, piles at front of platform to be 6' tall above decking);
Bulkheads:
o New vinyl bulkhead walls, 2 @ 54' each, will be installed parallel to the new ramps,
designed as cantilever walls with no tiebacks.
o Each wall will extend 14' waterward of NWL.
o 288 sf of riprap will be placed landward of the northern vinyl bulkhead wall for
stabilization (45'x6' above NWL, 2.5'x6' below NWL);
o A new vinyl 17' bulkhead wall will be installed behind the courtesy platform/dock,
above NWL.
o Bulkhead walls will be capped with 2x6' deck boards; top of bulkhead elevation
= 3.2'.
o The width of each vinyl sheet is 9".
o The fill proposed to be placed below normal water level is 200 sf; the type of
fill material is #57 stone.
o Repair and maintenance is proposed for the emergency ferry basin bulkhead walls,
as needed.
The applicant is proposing the redevelopment of existing travel and asphalt areas for a
driveway and maneuver area, and will have a 1'x1' concrete block edge/ribbon curb. 4,684
sf of this redevelopment area is located between the ramp and northern parking spaces, and
is within the CAMA's 75' AEC. Another area within the 75' AEC is a 472 sf section of asphalt
(29.5'x16') that is proposed to be replaced with pervious pavement. Total upland
development proposed in the CAMA AEC that would be covered by impervious surfaces is

Field Investigation Report: Dare County/NCWRC Rodanthe BAA
Page 5
estimated at 6.6%; the total impervious coverage proposed for the entire tract is 13.4%.
Discharges to the adjacent waterbody will occur from boat ramp surface runoff. Remaining
pervious spaces onsite will drain to existing areas of vegetation, infiltration basins, and
pervious pavement.
Anticipated Impacts
The construction and redevelopment of the proposed BAA will result in the following impacts
within the CAMA 75' AEC:
• Estuarine Waters, Public Trust Area - Shallow Bottom (SB)
o A total of 2,691 sf of SB habitat will be impacted by the excavation of the Federal
Channel, backfill for bulkheading, installation of riprap below NWL, boat ramps
installed with rock base below NWL, and the bulkhead walls constructed along
the ramps that will extend waterward of NWL (14' each side).
• Estuarine Waters, Public Trust Area — Open Waters (OW)
o A total of 547 sf of shading of OW habitat will result from the installation of the
floating dock and courtesy dock.
• Estuarine Waters, Public Trust Shoreline — High Ground (HG)
o A total of 4,961 sf of Coastal Shoreline — HG will be impacted from the
excavation of upper section of the boat ramp, installation of ramps and rock
base above NWL, bulkheading above NWL, riprap above NWL, construction of
a ramp apron, sidewalk/abutment, and concrete curbs.
o A total of 5,431 sf of Coastal Shoreline — HG will be impacted from the
redevelopment of existing pervious areas, which consist of asphalt being
replaced with pervious pavement, the installation of pervious pavement parking,
and existing gravel/asphalt areas converted to driveway/maneuver areas.
Temporary turbidity will occur during construction. Total square footage of impacts will equal
13,630 sf.
RECEIVED
AUG 2 0 2019
DCM-MHD CITY
Submitted by: Yvonne Carver
Date: 08/06/2019; amended 08/19/2019

Rodanthe Boating Access Area
Received
Partnership project by NC Wildlife Resources Commission and Dare County AUG 2 U 2019
CAMA Permit Application Narrative, June 2019 lYCM-EC
DCM-MHD CITY
NCWRC, in partnership with Dare County, is proposing construction of a new public boating
access area in Rodanthe on property owned by Dare County.
The property is at the end of Myrna Peters Rd. It is 9.25 acres. It is owned by Dare County. Some
areas of the property are currently developed and supporting several uses. The existing uses on the
property are emergency ferry dock, commercial docking, recycling center, and helipad. A primitive ramp
and gravel loop driveway to it are at the northern waterfront of the property — this is the location of the
proposed new ramp.
The proposed boat ramp project scope consists of a double -lane boat ramp with an 8'-wide
center floating dock, a Hog Slat fixed platform dock, 2 new rows of trailer parking spaces, an Improved
maneuver area, and bulkhead along the platform and ramps. The facility will be ADA-compliant. The
proposed center floating dock is 8'-wide to accommodate multiple users accessing the ramps on both
sides at the same time and that width provides stability to uses of all ability levels in choppy conditions.
The fixed platform will serve as a courtesy dock to users who need to leave their boat to park/retrieve
their vehicle. Existing uses on the property would remain. The prosed boat ramp would be open free to
the public 24/7 under normal conditions. Both Dare County and NCDOT-Ferry would have the authority
to shut down the site under emergency circumstances.
Southern Dare County is underserved for public boat ramp access. There are no free public
ramps south of the Oregon Inlet Center. NCWRC does not have any ramps on the Outer Banks south of
Avalon Beach Boating Access are in Kitty Hawk. NCWRC has had a goal of providing public access in
southern Dare County for over 15 years and has investigated several other potential sites and to this
point none have been feasible for various reasons including price, SAVs, small property sizes, and lack of
deep water access. Boat ramps provide a positive economic impact by both local and out-of-town
boaters. Chicamacomico Life Saving Station has also indicated they support the new ramps to have an
additional soundside access for their jet skis.
This property is on Blackmar Gut (SA/HQW) which is a Federal Navigation Channel and leads out
Into Pamlico Sound. The proposed floating dock will stop at the edge of the Federal Channel and not
extend into it. This is consistent with fish houses that have previously been at this location. It is in the
Pasquotank River Basin. The existing ferry channel depths are consistently 7' deep and there is a 6' deep
hole behind the southern ramp. An excavation area of 36'x25' to a depth of 6' at the end of the ramps is
proposed for both ramps have a functional connection to the ferry channel behind both ramps.
To construct the boat ramps, the concrete ramp slab will be poured on high ground. The rock
base will be placed by long -reach excavator and then the ramp slab will be pushed into place with a
bulldozer. No live concrete will come into contact with the water.
There are wetlands on the property and in the project vicinity however no wetlands impacts are
proposed. The wetland lines in the plans were compiled from a variety of sources. The wetland lines in

the vicinity of the helipad on the southern area of the property were delineated on the 2005
Stormwater Permit drawings. The wetland lines closer to the project area were delineated by an NCDOT
consultant in 2017 as part of the B-2500B project. The line north of Myrna Peters Rd was confirmed by
USACE. The line south of Myrna Peters Rd was not confirmed by USACE.
This property has a High Density Stormwater Permit, #SW7051001, that includes areas south of
the ferry dock driveway. There are 3 infiltration basins that are designed to treat 1.5" of rainfall runoff.
This boating access construction project requires a modification to the Stormwater Permit that was
received 6/19/2019. The application to modify the Stormwater Permit was submitted 5/29/2019. The
row of parking spaces near the recycling center will be constructed of infiltrating pervious pavement.
This pavement section will provide the storage necessary to replace Infiltration Basin #3. The row of
parking spaces parallel to Myrna Peters Rd will be constructed of exempt pervious pavement. Existing
gravel and asphalt areas will be redeveloped to create adequate drive aisles and an improved ramp
maneuver area. Pervious pavement areas for this project will be No 57 stone and a geogrid over filter
fabric.
This project will disturb approximately 2 acres of land and will require an Erosion and Sediment
Control Permit. This permit will be obtained prior to construction.
Received
RECEIVED
AUG 2 0 2019 I.)CM-EC
DCM-MHD CITY

Proposed Rodanthe Boating Access Area
23170 Myrna Peters Rd RE^Fn,►rn•
Rodanthe*, NC 27959 AU6
*NOTE: Google Maps lists town as Kinnokeet DCM-MHD CITY
• Travel to the Outer Banks on US
64.
• At intersection of US 64 and NC
12, turn south on NC 12.
• Travel south on NC 12 for 23.6
miles.
• Turn right onto Myrna Peters Rd
(at community center).
• Site is at dead end of Myrna
Peters Rd.
Receives.
DMEC

Appendix A
Figures

AGENT AUTHORIZATION FOR CAMA PERMIT APPLICATION
Name of Property Owner Requesting Permit: IDO-V L l_[.A tok
Mailing Address: 9D bt--ti- II DDu
Lv___ rT \ham 1�1 n qs-t
Phone Number: -5811
Email Address 0LA*1-y1 P datrc hr. C' xyi
I certify that I have authorized SakA j I`)&rryl 0) / N C l„ K r
Agent / Contractor
to act on my behalf, for the purpose of applying for and obtaining all CAMA permits
necessary for the following proposed development: RUckcn+hE,
N CCeS N r fin
at my property located at 9,30 0 My yr,%A Pry s 12 . 1 (L�,d rr►+1,,
In T)Okf[, County.
I furthermore certify that I am authorized to grant, and do In fact grant permission to
Division of Coastal Management staff, the Local Permit Officer and their agents to enter
on the aforementioned lands In connection with evaluating Information related to this
permit application.
Property OWper Information:
Signature
Reber+ Qw't4nc�
Print or Type Name
L' Wn-1y MG�G c, tr
Title
5 / Fate —
RECEIVED
AUG 2 0 Z019
DUN+-MHD CITY
This certification Is valid through I �k 131 / I "I

Gordon Myers, Executive Director
May 30, 2019
Steve Midgett, James Rasnake, Etals
C/o James T Rasnake
5502 Cryors Ln
Mt. Kenney, VA 23872
RE: CAMA Permit at Rodanthe Boating Access Area
CERTIFIED RETURN
RECEIPT REQUESTED
RECEIVED
AUG 2 0 2019
DCM-MHD CITY
Dear Sir or Madam,
The North Carolina Wildlife Resources Commission, in partnership with Dare County, is preparing to apply
for a CAMA Permit construction of a new public boat ramp in Rodanthe. Our records show that you are an
adjacent riparian landowner and under the provisions of General Statute 113-229 we are sending you
copies of drawing(s) that illustrate proposed development. No action is required from you, however the
enclosed form may be used if you desire to provide comments.
In ould be
the addition
cttYoueCAMA can each metnotice requirement, I believe it by sara sherm n@ncwi dlife.orawbeneficial to communicate about
or 919-707-0164
SS
Enclosures
Sincerely,
Sara Sherman, Project Engineer
Division of Engineering Services
KWIC
Mailing Address: N.C. Wildlife Resources Commission • 1720 Mail Service Center • Raleigh NC 2 699 : v:
Telephone: [phone]

ADJACENT RIPARIAN LANDOWNERS STATEMENT
General Statute 113-229 requires that riparian landowners with property adjoining a proposed
excavation and/or fill project be given thirty (30) days in which to comment on the project. This form allows
the adjacent riparian landowner to express either:
1) objection to the project
2) no objection to the project and the desire to waive the right to the 30-day period so that application
processing can progress more rapidly. The adjacent riparian landowner may also choose to not
sign the form at all.
am an adjacent riparian landowner and have seen a copy of
the plans submitted by The North Carolina Wildlife Resources Commission, wherein said applicant requests a
permit to excavate, fill, or otherwise alter the land or water adjacent to my property.
❑ I have no objection to the project as presently proposed and hereby waive the right of
objection as provided in G.S. 113-229.
❑ I have objections to the project as proposed and comments are attach6l
CEIVED
AuG 2 0 zm1
n'M-MHD CITY
signature of adjacent riparian landowner date
Forward comments to:
fei`)t eiVe(I
Frank Jennings
Division of Coastal Management ��� �'
1367 US Highway 17 South
Elizabeth City, NC 27909

0 North Carolina Wildlife Resources Commission P
Gordon Myers, Executive Director
May 30, 2019
CERTIFIED RETURN
RECEIPT REQUESTED
Jazania Herbert O'Neal
P.O. Box 40
Rodanthe, NC 27968
RE: CAMA Permit at Rodanthe Boating Access Area
Dear Sir or Madam,
The North Carolina Wildlife Resources Commission, in partnership with Dare County, is preparing to apply
for a CAMA Permit construction of a new public boat ramp in Rodanthe. Our records show that you are an
adjacent riparian landowner and under the provisions of General Statute 113-229 we are sending you
copies of drawing(s) that illustrate proposed development. No action Is required from you, however the
enclosed form may be used if you desire to provide comments.
Sincerely,
1�EIVED
SS
Enclosures
Q- s---- uUG 2 0 NO
Sara Sherman, Project Engineer
Division of Engineering Services; ;;rvi-MHD CITY
Received
DCM-EC
Mailing Address: N.C. Wildlife Resources Commission • 1720 Mail Service Center • Raleigh NC 27699-1701
Telephone: [phone]

ADJACENT RIPARIAN LANDOWNERS STATEMENT
General Statute 113-229 requires that riparian landowners with property adjoining a proposed
excavation and/or fill project be given thirty (30) days in which to comment on the project. This form allows
the adjacent riparian landowner to express either:
1) objection to the project
2) no objection to the project and the desire to waive the right to the 30-day period so that application
processing can progress more rapidly. The adjacent riparian landowner may also choose to not
sign the form at all.
am an adjacent riparian landowner and have seen a copy of
the plans submitted by The North Carolina wildlife Resources Commission, wherein said applicant requests a
permit to excavate, fill, or otherwise alter the land or water adjacent to my property.
❑ I have no objection to the project as presently proposed and hereby waive the right of
objection as provided in G.S. 113-229.
❑ 1 have objections to the project as proposed and comments ar t*ED
AUG 2 0 2019
DCM-MHD CITY
signature of adjacent riparian landowner date
Forward comments to: Received
Frank Jennings
Division of Coastal Management ��fvtfvl-EC
1367 US Highway 17 South
Elizabeth City, NC 27909

■ t�,tytpleta Hama t, 2, ertd a.
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:p�inat we can return the card to you, _©
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da that we can return the card to you.
• Attach this card to the back of the mallpiece,
or on the front if space permits.
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PS Form 3611, July 2015 PSN 7530-0 - -
Domestic Return Receipt
RECEIVED
AUG 2 0 2019
DCM-MHD CITY
1

BK 1280PG0878
Book 1280
pages 0878 - 0880
Prepared by and return to FILED
H.Cole,Jr.DARE COUNTY K
Date
County Attorney i77/16/1999 2:26 PH
' >e P.O. Box 1000 - �ywv RBAL PSTA'rfi BARBMA 11, GRAY
,D
Anton, NC 27954 ARE ny•'^ TRANSFER TAX _,
--;1; ,I;a���, — Resister Of Deeds
is COUNTY
t` z 52 4loi.ir _ Dat a
s NORTH CAROLINA
DARECOUNTY
Received
0CM-EC
RECEIVED
AUG 2 0 2019
THIS DEED made and entered into this 18" day of June, 1999, by and between M-M H D CITY
WILMA M. MIDGETT (widowed and not remarried), Grantor, to COUNTY OF DARE,
a body politic and corporate under the laws of the State of North Carolina, of P. O. Box
1000, Manteo, North Carolina, 27954, Grantee.
The designation Grantor and Grantee as used herein shall include said parties,
their heirs, successors and assigns, and shall include singular, plural, masculine, feminine
and neuter as required by context.
WITNESSETH:
That the Grantor, for a valuable consideration paid by the Grantee, the receipt of
which is hereby acknowledged, has and by these presents does give, grant, bargain and
convey unto the Grantee in fee simple all that certain lot or parcel of land situated in the
area generally known as Rodenthe, IGnnakeet Township, Dare County, North Carolina,
and more particularly described as follows:
TRACT 1:
Starting at an iron pipe North 87 deg. 07 min. 49 sec. West 1,060.73 feet from
o NCGS monument "RODAN" having N. C. Grid coordinates (NAD'83) N
648797.5967 F and E 2866340.1201 F, said pipe being on the western line of ,
$ 8 Rodantbe-Waves-Salvo Community Center District; thence South 87 deg. 10 min
w 12 sec. West 311.70 feet along the southern line of Steve Midgette properly to a
calculated point on the shoreline of Black Mar Gut; thence along a tie line South
ryl._/•yfl 87 deg. 10 min. 12 sec. West 135.00 feet to a calculated point at the comer of the
Steve Midgette property, said calculated point being the point of beginning;
1 thence South 02 deg. 10 min. 50 sec. East 117.96 feet to a calculated point;
8, aan thence South 62 deg. 18 min. 35 sec. West 207.77 feet to a calculated point;
gthence North 68 deg. 25 min. 09 sec. West 312.47 feet to a calculated point;
thence North 19 deg. 50 min. 08 sec. West 79.65 feet to a calculated point; thence
North 87 deg. 10 min. 12 sec. East 497.64 feel to the point of beginning, said
parcel being 1.59 acres as shown on boundary survey prepared by Benchmark
Surveying on June 14, 1999.

Received
DCM-EC
BK 128OPGO879 RECEIVED
AUG 2 0 2019
TRACT 2: p�+
BEGINNING at an iron pipe North 87 deg. 07 min. 49 sec. West from NN M-M H D CITY
monument "RODAN" having NC Grid coordinates (NAD '83) N 648797.5967 F
and E 2866340.1201 F, said point being on line of division between the property
herein described and property of Rodanthe-Waves-Salvo Community Center
District and is the point of beginning; thence South 00 deg.23 min. 24 sec. West
144.87 feet along the western line of community center property to an iron pipe;
thence South 01 deg. 22 min. 30 sec. East 174.32 feet along the western line of
Palmer S. Midgette, Jr. property to an iron pipe; thence South 00 deg. 33 min. 22
sec. East 155.29 feet along the western line of Joseph and Carethia Midgette
properly to an iron pipe; thence South 00 deg. 27 min. 48 sec. East 235.996 feet
along the Western line ofJazania and Wilbert O'Neal property to a calculated
point; thence South 86 deg. I I min. 03 sec. West 899.84 feet along the northern
line of Jazania O'Neal property to a concrete monument; thence North 13 deg. 23
min. 14 sec. West 352.87 feet to a calculated point located on the shoreline of the
Pamlico Sound; thence North 80 deg. 27 min. 09 sec. East 416.43 feet to a
calculated point located on the shoreline of Black Mar Gut; thence South 71 deg.
38 min. 27 sec. East 270.00 feet to a calculated point located on the shoreline of
Black Mar Gut; thence North 35 deg. 15 min. 02 sec. East 116.19 feet to a
calculated point located on the shoreline of Black Mar Gut; thence North 34 deg.
16 min. 37 sec. West 142.00 feet to a calculated point being the comer of a
bulkhead; thence North 83 deg. 15 min. 14 sec. East 128.76 feet to a point on the
comer of a bulkhead; thence North 07 deg. 1 I min. 24 sec. West 116.41 feet to a
point on the comer of a bulkhead; thence South 83 deg. 44 min. 49 sec. West
114.44 feet to a point on the comer of a bulkhead; thence North 04 deg. 44 min.
05 sec. East 97.51 feet to a point on the shoreline of Black Mar Gut, said point
being on the southern property line of Steve Midgette; thence North 87 deg. 10
min. 12 sec. East 311.70 feet along the southern line of Steve Midgette property
to an iron pipe being the point of beginning, said parcel being 9.71 acres as shown
on boundary plat prepared by Benchmark surveying on June 14, 1999.
TO HAVE AND TO HOLD the aforesaid lot or parcel of land and all privileges
and appurtenances thereunlo belonging to the Grantee in fee simple.
And the Grantor covenants with the Grantee, that Grantor is seized of the
premises in fee simple, has the right to convey the same in fee simple, that title is
marketable and free and clear of all encumbrances, and that Grantor will warrant and
defend the title against the lawful claims of all persons whomsoever except for the
exceptions herein after stated.
Title to the property hereinabove described is subject to the following exceptions:
such easements and restrictions as may appear of record in the Dare County Registry.

Received
6K I280PGO88O
IN WITNESS WHEREOF, the Grantor has hereunto set his hand and seal the day
and year first above written. RECEIVED
(SEAL)
Wilma M. Midgett AUG 2 0 2019
STATEOF FJ0A!-'4)d COUNTY OF OWd/iL MA-MHD CITY
1, t7£T7 Y A)CrE i MA nlftt . a Notary Public of the County and Slate aforesaid, certify
that WILMA M. MIDGETT (widowed and not remarried) personally appeared before me
this day and acknowledged the execution of the foregoing instrument. WITNESS my
hand and official stamp or seal, this � yh day of 7 H n'E , 1999.
My commission expires: ( i L N
LOTARY i`
* m 8ccrxre� Pn.ItnRFr% erJ n.
*Wc
�.nlr ENph.. Jun. 1.=2
NORTH CAROLINA
DARE COUNTY
The foreanine certificate(s) oftr��l
.. U,U y w oc cwlcc.. Ims umuumerar anu mrs cerrmcare are awry regtsterea at the
date and
time and in the Book and Page shown one the first age hereof ►�.,� " /��
Ll By:7n�Ltl
Register of Deeds r'stant Register of Deeds

Coastal Management
ENVIRONMENTAL OVALITY
EMAIL MEMORANDUM
TO: Susan Simpson
The Coastland Times
Manteo, NC 27954
leoa Is(ccilthecoastlandtimes. net
FROM: Ella Godfrey
DATE: August 19, 2019
SUBJECT: Public Notice: Dare County/NCWRC
ROY COOPER
MICHAEL S. REGAN
i': h 1",.
BRAXTON C. DAVIS
o�e�rrr
Please publish the attached Notice in the Sunday, August 25, 2019 issue of The
Coastland Times.
The State Office of Budget and Management requires an original Affidavit of Publication
prior to payment for newspaper advertising. Please send the affidavit, an original copy
of the published notice, and an original invoice to Melissa Sebastian, NC Division
of Coastal Management, 400 Commerce Avenue, Morehead City, NC 28557,
(Telephone [phone]).
Thank you for your assistance in this matter. If you should have any questions, please
contact me at our Elizabeth City office [phone].
Attachment
cc: Doug Huggett, Major Permits Coordinator, DCM, Morehead City
Tricia Smith, PIO, DMF/DCM, Morehead City
Melissa Sebastian, Accounts Payable, DCM, Morehead City
File
RECEIVED
j AU 2 0 Z�
'Nothing Compares - . pCM-WO CITY
State of North Carolina i Environmental Quality i Coastal Management
401 S. Griffin St, Suite 300 Elizabeth City, NC 27909
2522U-3901 1252-331-2951 Marl

NOTICE OF FILING OF
APPLICATION FOR CAMA MAJOR
DEVELOPMENT PERMIT
The NC Department of Environmental Quality hereby gives public notice as
required by NCGS 113A-119(b) that application for a development permit in an AEC as
designated under the CAMA was received on 07124/19. Dare County in partnership with
NC Wildlife Resources Commission proposes to construct a public boating access area
located at 23170 Myrna Peters Road, Rodanthe in Dare County.
A copy of the entire application may be reviewed at the office of the Division of
Coastal Management, located at 401 S Griffin St, Ste 300, Elizabeth City, NC, 252-264-
3901 during normal business hours. Comments mailed to Braxton Davis, Director, DCM,
400 Commerce Avenue, Morehead City, NC 28557, prior to 09/14/19, will be considered
in making the permit decision. Later comments will be considered up to the time of permit
decision. Project modification may occur based on review & comment by the public, state
& federal agencies. Notice of the permit decision in this matter will be provided upon
written request.
PLEASE PUBLISH ON: Sunday, August 25, 2019
RECEIVED
AUG 2 0 2019
DCM-MHD CITY

ROY COOPER
Govemcr
MICHAEL S. REGAN
secretary
BRAXTON C. DAVIS
Director
Dare County
c/o Robert Outten
P.O. Box 1000
Manteo, NC 27954
Dear Mr. Outten:
NORTH CAROLINA
Envirortmmlal Quality
August 19, 2019
The NC Division of Coastal Management hereby acknowledges receipt of your application for
State approval for development of property located at 23170 Myrna Peters Road, Rodanthe in Dare
County. It was received complete on July 24, 2019 and appears to be adequate for processing at
this time. The projected deadline for making a decision is October 7, 2019. An additional 75-day
review period is provided by law when such time is necessary to complete the review. If you have
not been notified of a final action by the initial deadline stated above, you should consider the
review period extended. Under those circumstances, this letter will serve as your notice of an
extended review. However, an additional letter will be provided on or about the 75th day.
If this agency does not render a permit decision within 70 days from July 24, 2019, you may
request a meeting with the Director of the Division of Coastal Management and permit staff to
discuss the status of your project. Such a meeting will be held within five working days from the
receipt of your written request and shall include the property owner, developer, and project
designer/consultant.
NCGS 113A-119(b) requires that Notice of an application be posted at the location of the proposed
development. Enclosed you will find a "Notice of Permit Filing" postcard which must be posted
at the property of your proposed development. You should post this notice at a conspicuous point
along 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 road would lead one into your
property. Failure to post this notice could result in an incomplete applicati2p,CEIVED
AUG 2 0 2019
01,0-V DCM-MHD CITY
REQ
North Carolina Department of Environmental Quality I Division of Coastal Management
Elizabeth City Office 1 401 South Griffin Street. Sulte 3001 Elizabeth City. North Carolina 27909
252,26,43901

Dare County/NC WRC
August 19, 2019
Page 2 of 2
An onsite inspection will be made, and if additional information is required, you will be contacted
by the appropriate State or Federal agency. Please contact Yvonne Carver, Field Representative,
if you have any questions and or if you wish to receive a copy of her field report.
Sincerely,
Jonathan Howell
District Manager, Northern District
NC Division of Coastal Management
JH/eg
Enclosure
cc: Doug Huggett, Major Permits Coordinator, DCM, Morehead City, NC
Yvonne Carver, Field Representative, DCM, Elizabeth City, NC
Sara Sherman, NC Wildlife Resources Commission
RECEIVED
AUG 2 0 Z019
DCM-MHD CITY

NOT-1(11
CAMA"-PERMIT
APPLIED FOR
PROJECT: Construct a public boatifill"'ED
access area AUG 2 0 2019
DCM .MHD CITY
COMMENTS ACCEPTED THROUGH __September 14, 201'9
APPLICANT: FOR MORE DETAILS CONTACT
THE LOCAL PERMIT OFFICER BELOW:
Dare County/NC WRC Yvonne Carver
Robert Outten 401 S. Griffin Street, Suite 300
P.O. Box 1000 Elizabeth City, NC -27909
Manteo, NC 27954 252-264-3901, ext. 237
252-475-5811

DCM Coordinator: Greg Bodnar Distributed Yes® No ❑
Applicant: DareCounty/NC WRC Distribution Date: snonoig
AGENCY
ECRO
Community Development/1-PO
Donna Creef
DCM Planner
Charlan Owens Eliz City
US COE:
Raleigh Bland (Beaufort, Camden, Chowan,
Craven, Hertford, Hyde, Perquimans, Tyrrell)
Josh Pelletier — (Bertie, Currituck, Dare, Gates,
Pamlico, Pasquotank, Washington)
Community Assistance
Lee Padrick (Beaufort, Carteret, Craven, Eliz City,
Pamlico, Washington)
Cultural Resources
Renee Gledhill -Earley
Div. of Water Infrastructure
(No longer public Water Supply)
Cllf Whitfield
Marine Fisheries
Curt Weychert WARO/ECRO
NC DOT
David Harris
Shannon Jenkins
Shellfish Sanitation
Sharon Gupton
Tim Walton
State Property
Mike Moser
Wanda Hillard
Sheri Montalvo
DEMLR/DWR:
Shelton Sullivan
DEMLR
Sediment & Erosion-
Samir Dumpor
Storm water-
Roger Thorpe
DWR 401-
Anthony Scarbraugh RECEI
WRC
Maria Dunn (WARO)
AUG 2 11
National Heritage Program
Rodney Butler
/ED
2019
CITY
C:\Users\emgodfrey\Documents\Major Permits\Maj comment Distribution sheet for Dare County -NC WRC.docx
Revised:6/29/2018

ROY COOPER
Governor
MICHAEL S. REGAN
Secretary
BRAXTON C. DAVIS
Director
August 20, 2019
MEMORANDUM:
NORTH CAROLINA
ltitWronmental Qua/fty
FROM: Gregg Bodnar, Assistant Major Permits Coordinator
NCDEQ - Division of Coastal Management
400 Commerce Ave., Morehead City, NC 28557
Fax: [phone] (Courier 04-16.33)
gregQ.bodnarOncdenrgov
SUBJECT: CAMA/Dredge & Fill Application Review
Applicant: Dare County/NC WRC
Project Location: 23170 Myrna Peters Road in Dare County
Proposed Project: Construct a public boating access area
Please indicate below your agency's position or viewpoint on the proposed project and
return this form to Greao Bodnar at the address above by September 10, 2019. If you have any
questions regarding the proposed project, contact Yvonne Carver (252-264-3901, ext. 237) when
appropriate, in-depth comments with supporting data is requested.
REPLY: This agency has no objection to the project as proposed.
"Additional comments may be attached"
This agency has no comment on the proposed project.
This agency approves of the project only if the recommended changes
are incorporated. See attached.
This agency objects to the project for reasons described in the attached
comments.
PRINT NAME
AGENCY
RECEIVED
SIGNATURE AUG 2 0 2oig
DATE DCM-MHD CITY
00"D Q�
North Carolina Department of Environmental Quality I Divlston of Coastal Manarment
Elizabeth City Office 1 401 South Griffin Street. Suhe 300 I Elizabeth City, North Carolina 27909
2%2.2643901

—This is a word processing fonn.Ao.bee_completed in Microsoft Word***
NC Division of Coastal Management
Major Permit Application Computer Sheet
(1110112012)
Applicant: Dare County/NC Wildlife Resources Commission
Date: O8119119
Project Site County Dare
Staff., Yvonne Carver
District ElElizaboth City
❑Morehead City
SWashington
❑mirrungton
Project Name: Rodanthe Boating Access Area
Latitude: 35.595583
Longit de:-75.459999 cr% Cl,
Date of Inl0al applicaion submittal (EX: 1/Bi2007): 0f &l g
Date application 'received as comp/ele' in the Field office (EX: IAi2007): 07124119
Perrmt Authorization: OCAMA ❑Dredge & F91 Both
DGM-MHD CITY
SITE DESCRIPTION/PERMIT INFORMATION
PNA: Yes No
Photos Taken: Yes 0 NoLl
Setback Required (dpaden): Yes
No
Critical Habitat: El Yes No 17Not Sure
15 foot walver obtained: L1 Yes MAO
Hazard No0lkation Returned:
❑Yes ®No
SAV: Yes NNo Not Sure
Shell Bottom: Yes No Not
Temporary Impacts: Yes No
Sure
Sandbags: OYes OAlo Not Sure
Did the land use classification come from
Mitigation Required (optional):
countyLUP:®Yes []No
[]Yes ®No
Moratorium Conditions: Yes No
Environmental Assessment Done:
®NA
[]Yes ❑No®NA
SECONDARY WATER CLASSIFICATION- OPTIONAL (choose MAX of 4)
Future Water Supply (FWS) Nutrient Sensitive Waters (NSW) Swamp Waters (SW)
High Quality Waters (HQW) ❑ Outstanding Resource Waters (ORM
WETLANDS IMPACTED- WA
El (404) Coip. of Engineers (Jurisdictional
(LS) Sea lavender (Unionium sp.)
(SS) t lasswort (Salicomie sp.)
wetlands)
(CJ) Saw grass (C/ad✓um jamaicense)
0 (SA) Salt marsh cordgrass (Sparbna
U (SY) Salt reed grass (Spartina
ahen 0ore)
cynosumides)
13 (DS) Sall or spike grass (Dishchlis
L1 (SC) Bullmsh or three square (Sclipus
(TY) Cattail (Typha sp.)
spicata)
Sp.)
(JR) Black need/emsh (Juncus
0 (SP) SaWmadow, grass (Spartina
mememmus)
patens)
APPLICATION FEE
No fee required - $0.00
0 1110) Private w/D&F up to 1 acre;
0 lll(D) Prly. public or comet w/D&F to 1
3490 can be applied - $250
acre; 3490 can? be applied - $400
Minor Modification to a CAMA Major
El 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
0 III(B) Public or commercial w/ D&F to 1
LJ Express Permit - $2000
acre; 3490 can be applied - $400
Major development extension request -
0 /1. Public or commeroakno dredge
$100
and/or fill - $400
El 1. Private no dredge and/or till - $250
U Ill(C) Pdvpublic orcomm wID&F to 1
acre; 3490 can be applied,• DCM needs
DWQ agreement - $400
252-808.2800 :: 1.888•4nCOAST :: www.necoastalmanagglr!ent.not - revised: Nov. 2012

NC Division of Coastal Mgt. Application Computer Sheet, Page z of 3)
Applicant: Dare County/NC Wildlite Resources Commission
Date: 08119119
Describe below the ACTIVITIES that have been applied for. All values should match the dimension order, and units or
measurement round In your Activities code shoot.
TYPE
REPLACE
Activity Memo
Number
Choose
Choose
Dimension 1
Dimension 2
Dimension 3
Dimension 4
One
one
Pier
I
New WorkIRF
Replace
60
8
—
Maint ❑
❑ Y ® N
Platform
I
New Wbrk
Replace
11
17
bWnt❑
❑Y ON
Boat Ramp
2
New Work
Replace
78
15
U019
Maint ❑
❑ Y ® N
Asphalt (ramp
1
New Work
Reply
20
36
DCM-M
D C�N
apron)
Maint ❑
❑ Y ®N
Sidewalk/abut
I
New Work
Replace
13
8
ment
Maint ❑
❑ Y ® N
Excavation
1
Now Work
Replace
78
30
2340sf
(upland)
Maint ❑
❑ Y ON
Excavation
1
New Work
Repkoe
25
36
1.5
(dredge)
Makk ❑
❑ Y ® N
Bulkhead
2
New Wa*
Replace
54
.75
vin 1
Maim ❑
❑ Y ® N
Bulkhead
1
NewWak
Replete
17
.75
Me"❑
❑Y®N
(vinyl)
Riprap
1
New Work N
Replace
475
6
Meant ❑
❑ Y ® N
High ground
/
Now Work
Replace
88
53.23
(redevelop-
Mohr ❑
® Y ❑ N
ment for
driveway/man
euver area
New Work
Rprleoe
Maint ❑
❑ Y ❑ N
New Work
Repieoa
went❑
❑Y❑N
New Work
Replace
Maint ❑
❑ Y ❑ N
New Work 0
Replace
Maint ❑
❑ Y ❑ N
New Wok
Replace
Maki ❑
❑ Y [IN
Now Wok
Repboo
—_
Maim ❑
❑ Y ❑ N
New Work
Replace
Maint ❑
❑ Y ❑ N
New Work
Replace
Maint ❑
❑ Y ❑ N
New Work
Replace
Maint ❑
❑ Y ❑ N
revised Nov. 2012

NC Clivisinn of Coastal Mqt. Application Computer Sheet, Page 3 of 3)
Applicant: Dare County/NC Wildlife Resources Commission
Date 08/19/19
Descnbe below the HABITAT disturbances for the application. All values should match the name, and untta of measurement
found in your Habitat code sheet.
TOTAL Sq. Ft.
FINAL Sq. Ft.
TOTAL Feet
FINAL Feet
(Applied for.
(Anticipated final
(Applied for.
(Anticipated final
DISTURB TYPE
Disturbance total
disturbance.
Disturbance
disturbance.
Habitat Name
Choose One
includes any
Excludes any
total includes
Excludes any
anticipated
restoration
any anticipated
restoration andror
restoration or
and/or temp
restoration or
temp impact
tam
impact amoun)
tamp impacts)
amount
Shallow bottom
Dredge ❑ FIN ❑ Both ® Other ❑
2691
2691
Open waters
Dredge ❑ FM ❑ Boo ❑ other ®
547
547
High ground
Dredge [I FIN Bath ® Other ❑
4961
4961
REC
FIVED
High ground
Dredge ❑ FM ❑ Both ❑ Other ®
U31
5431
Dredge ❑ Fill ❑ Both ❑ Other ❑
Dredge ❑ Fig ❑ Both ❑ Other ❑
Dredge ❑ FIN ❑ Both ❑ Other ❑
Dredge ❑ Fill ❑ Both ❑ Other ❑
Dredge ❑ FM ❑ Both ❑ Other ❑
Dredge ❑ FIN ❑ Both ❑ Other ❑
Dredge FIN❑ Both ❑ Other ❑
Dredge ❑ Fif ❑ Boer ❑ Other ❑
Dredge ❑ FIN ❑ Both ❑ Other ❑
Dredge ❑ Fie ❑ Both ❑ Other ❑
Dredge ❑ FIN ❑ Both ❑ Other ❑
252-808.2808 :: 1.888.111COAST :: www.neeoaatalmansgemgnt.net revised: Nov. 2012

RECEIVED
MAJOR PERMIT FEE MATRIX AUG 2 0 2019
Applicant: Dare County / NC Wildlife Resources Commission — RodanthPR9eHFfEcQ1TAYrea
Selection
Development Type
Fee
:DCM%
DWQ(14300
1601 093:162:562]53)(24300
1602 435100095 2341)
I. Private,. non-commercial
development that does not
$250
100% ($250)
0% ($0)
involve the filling or
excavation of any wetlands
or open water areas:
II. Public or commercial
development that does not
$400
100% ($400)
0% ($0)
involve the filling or
excavation of any wetlands
or open water areas:
Major Modification to a
$250
100% ($250)
0% ($0)
CAMA Ma or ermit
III. For development that
involves the filling and/or
excavation of up to 1 acre
of wetlands and/or open
water areas, determine if A,
B, C, or D below applies:
III(A) Private, non-
commercial development, if
$250
100% ($250)
0% ($0)
General Water Quality
Certification No. 4097 (See
attached can be applied:
III(B) Public or commercial
®
development, if General
$400
100% ($400)
0% ($0)
Water Quality Certification
No. 4097 (See attached)
can be applied:
III(C). If General Water
Quality Certification No.
$400
60% ($240)
40% ($160)
4097 (see attached) could
be applied, but DCM staff
determined that additional
review and written DWQ
concurrence is needed
because of concerns
related to water quality or
aquatic life:
III(D). If General Water
Quality Certification No.
$400
60% ($240)
40% ($160)
4097 (see attached) cannot
be applied.
IV. For development that
involves the filling and/or
$475
60% ($285)
40% ($190)
excavation of more than
one acre of wetlands and/or
o en water areas:

OCP AP DOCUMENT PAYMENT GENERAL INFORMATION
NEXT FUNCTION:
ACTION:
HISTORY:
06/25/
BROWSE:
PAY ENTITY
17PT
VEND/EMP NBR:
566000372
VEND/EMP SHORT
14AME: DEQ
DOCUMENT NBR:
RODADHTHE:O
DOCUMENT DATE
: 06✓24/20:19
PAYMENT NBR:
001 PRTL
IND AMOUNT
SALES TAX/VAT
SALES TAX 2
SALES TAX 3
FREIGHT
ADDITIONAL COST
GROSS INVOICE
PAYMENT AMOUNT
AMOUNT PAID
PAYMENT TERMS
PAYMENT DATE
PAYMENT ROUTE CD
FACTOR NUI4BER
REASON CODE/DESC
I.1Al+ a
NET PAY IMMEDIATELY
06/24/2019
VAT INCLUSIVE 11
EXPENSE IND
GL EFFECTIVE DATE: 0
EXTRACT DATE
ACCRUAL CANC DATE:
CURRENCY CODE
DISCOUNT
TYPE
NOT
DISCOUNT
TAKEN
PAYMENT
STATUS
PAI
PAYMENT
REF NBR
000
PAYMENT
TYPE
ELE
HANDLING
CODE
ONE INVC
PER PYMT:
YES
BANK ACCT
PYMT CD:
IGO

Carver, Yvonne
From: Carver, Yvonne
Sent: Tuesday, June 25, 2019 4:55 PM
To: Sebastian, Melissa
Subject: FW: E-Pay for CAMA Major Permit Rodanthe BAA
Melissa,
Just wanted to make sure you had received this electronic transfer.
This is a WRC/Dare County project that I have just inherited from Cynthia Rountree, who went to the
scoping meeting in 2018.
Based on a conversation/brief review of the preliminary plans with Cynthia, we believe that this $400
fee will be 100% DCM, as it is for a Boat Access Area in the Emergency Ferry site.
Wanted to go ahead and share this information with you, as I will be out on leave starting Friday at
noon, and the 15i 2 weeks of July.
Yvonne
Yvonne B. Carver
Field Representative & District LPO Coordinator
Division of Coastal Management
NC Department of Environmental Quality
252-264-3901. ext. 232
252-331-2951 (fax)
vvonne. carver(a)ncdenr.g ov
401 S. Griffin St., Ste 300
Elizabeth City, NC 27909
Ema# correspondence to and loin this aodres is subted to fie:
NoAt+ Carolina Pubtr Records Law a%1 maj be cNs;rosed ;o !h,:
From: Cynthia Rountree
Sent: Tuesday, June 25, 2019 4:38 PM
To: Carver, Yvonne <Yvonne,[e-mail]>
Subject: FW: E-Pay for CAMA Major Pemit Rodanthe BAA
Just in case I forgot to cc you.
From: Sherman, Sara J.
Sent: Tuesday, June 25, 2019 3:49 PM
To: Cynthia Rountree <[e-mail]>
Subject: FW: E-Pay for CAMA Major Pemit Rodanthe BAA
Cynthia,
RECEIVED
AUG 2 0 2019
DCM-MHD CITY
I UPS'ed a CAMA permit application to you yesterday (it may not be received at your office until tomorrow). In the
forwarded message below is the proof of electronic transfer for the fee to complete that application.

�i
Bodnar, Gregg
From:
Sent:
To:
Cc:
Subject:
Importance:
MICHAEL S. REGAN .
3rrreenm
F3i2ilXTAT�l, C DhV.1.5
[Nr✓teM^
Carver, Yvonne
Friday, July 19, 2019 5:47 PM
Sherman, Sara J.
Howell, Jonathan; Bodnar, Gregg
Review of major application submitted for Dare County/NCWRC Rodanthe BAA
High
July 19, 2019
Sara J. Sherman
NC Wildlife Resources Commission (NCWRC)
1720 Mail Service Center
Raleigh, NC 27606
Email: [e-mail]
Re: Project -Dare County / Rodanthe Boating Access Area (BAA)
Dear Ms. Sherman:
The Elizabeth City office of the NC Division of Coastal Management received the application submitted on behalf
of the County of Dare and NCWRCfor the RodantheBoating Access Area project onJune 25,2019. Thesubmittal
was addressed to Cynthia Rountree. This correspondence serves to inform you that Ms. Rountree has been
assigned other territories within the Division, and is no longer managing permit requests for the areas of
southern Dare.
Your application has been routed to me, and I have conducted an initial screening of the submittal package as
per 15A NCAC 0710203 — 07J.0204. This revealed certain deficiencies, which must be corrected before the
application package can be accepted as complete. To assist you in expediting the permitting process as much as
possible, I am notifying you of these deficiencies immediately via email so that they can be quickly corrected.
Because the deficiencies are easily correctable, I am not returning the original application package. Please make
the needed changes, and submit the appropriate documentation. With the retained copy of the application, I
can continue the detailed review. If the subsequent detailed review reveals additional areas where further
information or documentation is required to demonstrate compliance with the rules directly applicable to the
proposed development, you will be notified.

3
The initial screening has identified the following deficiencies:
1. Not all questions on the application have been answered correctly. Please address the following items:
■ Form DCM-MP-1:
- Number 3.f. Please change planning jurisdiction from N/A to Dare County.
- Number 4.m. You indicated that a wetland delineation had been conducted
onsite. Your Narrative references that the wetland lines closer to the project area were
delineated by an NCDOT consultant in 2017, and the line north of Myrna Peters Road
was confirmed by USACE. Please provide copies of this documentation if available.
- Number 6.g. Please add the following information on State permits that have been
-issued for the project tract: DCM #167-05, County of Dare, Nov. 2, 2005 and DCM #167-
00, County of Dare, Oct. 31, 2000. These permits were for the Heliport and Recycling
Station, and the Black Mar Gut Ferry Landing.
2. Adequate Work Plans or Drawings have not been submitted. Please address the following items:
■ All Plan Views submitted must indicate the Shoreline, as well as Normal Water Level (NWL). It
is noted that the Ramp Area Detail, Grading Plan, and Profiles for the Ramp, Dock, and Vinyl
Wall do reference NWL.
Since we are currently scanning and sending out the major applications for review via
email, the requirement for an additional 26 copies will not be necessary as long as the
new drawings submitted remain at a size of 11x17 or smaller.
To expedite our response to your permitting request, we will commence the detailed review of your application
for a permit pending the receipt of the additional information requested above. However, the statutorily
provided 75/150 days allowed for review cannot commence until such time as we have received a complete
application package. Once your application has been accepted as complete, you will receive a separate
notification letter.
Thank you, and please do not hesitate to contact me at the Elizabeth City office (252-264- 3901, ext. 237) if you
have any questions regarding this letter or the permitting process.
Sincerely,
VMMW
Yvonne B. Carver
Environmental Specialist II
Division of Coastal Management
NC Department of Environmental Quality
252-2644901, ext. 237
252-331-2951 (fax)
yvonne.carver(a)ncdenr.gov
401 S. Griffin St., Ste 300
Elizabeth City, NC 27909
Email correspondence to and from this address is subject to the
North Carolina Public Records Law and may be disclosed to third parties.

Received
6✓C1 -EC
Appendix B
Wetland Data Forms

vvN k,
WETLAND DETERMINATION DATA FORM— Atlantic and Gulf Coastal Plain Region
�ny I i
Pro)ecUn Bile: ' 250 0 e, CltylCounty: Rl,d C r 4Il r / i vY .r P Sampling Dole:
Apprlcantiowner: tJ CDCTr State: N C- Sampling point: i
Invesligalor(s): " W aoii . N . S -df Section, Township. Range: gar6the
Landrarm (btlslope. terrace, star. Local redef (mncave, convex, none) Co,11 n L Slope (%)
Subregion(LRRcr MLRA):-r,JCLVLt LAI tat: 3S. S-150 7-1 Lang: --7!-. q(07gL0,1 Datum: NRD�.�
Sell Map UNt Name : D t A )err, :—r+n,i 41,.o Co. d n'7'L, .; 0ne. NWl ciamricarsw: `Iola-C
Are cdmadc / hydrologic conditions on the she typical [or this three of year? Yea '/ No (It no, explain In Remarks.)
Are Vegetation ()0 Sal Ad , or Hydrology M) significantly dlslurbad7 Are'Namul Circumstancei presant7 Yes --L No_
Are Vegetation Au Soil AQ w Hydrology 40 naluraltyprobkmabc7 (It needed, explain any answers In Hematite.)
SUMMARY OF FINDINGS — Attach site map showing sampling point locations, transacts, Important features, etc.
Hydruphytic Vegetation Present? Yee ✓ No _ b the Sampled Arse
Hyddc Soil Present? Yes ✓T No vdthlna Worland? Yes `� No
Welland Hydrology Present? Yes � No _
Remarks:
HYDROLOGY
Primary hrdkaiora fmhlmum at we is (muired
check all Ihal aoolv)
_ Suface Sal Cracks (86)
_ Surface Water (At) _
Aquatic Fauna (813)
-_ Sparsely Vegetated Concave Surface 188)
High Water Table (A2) _
Mad Deposits (815) (LRR U)
_ Drainage Patterns (810)
= Saturation (A3) _
Hydrogen Suede Odor (C1)
_ Mesa Trun Linea (81e)
_ Water Marks (91) _
Oxidized Rhizospheres along Living Roofs (C3)
_ OrySesson Water Table (C2)
_ Sediment Deposits (82) _
Presence of Reduced Iron (Ce)
_ CrWish fdurrowa (CB)
— _ Drift Deposits (03) _
Recent Iron Reduction In Tilted Soils (CB)
_ Saturation Visible on Aerial Imagery (C91
_ Algal Met or Crust (84)
Thin Muck Surface (C7)
_ Geomorphic: Position (D2)
_ Iron Deposits (85) _
Omer (Explain in Remarks)
Shallow Aqultard (D3)
_ Inundation Visible on Aerial Imagery (07)
1/ FAC-Neutral Test (D5)
_ Water-ShinedLeaves (89)
_ Sphagrarmmoea(08)(LRRT.UI
FNId Obaervatlons;
Surface Water Present? Yes_ No_/ Depth (inches):
Water Table Present? Yes ✓ No Depth (Inches):
Saturation Present? Yes No_ Depth (inches): Wetland Hydrology Present? Yes No
RECEIVEC
AUG 2 U
DCM-MHG Cr-r,
US Army Corps of Etlgineara Adantle and Gull Coastal Plain Region - Version 2.0

Np•v✓Lt-
VEGETATION (Four Strata) — Use scientific names of plants sampling Pant: VVA - I
7fat�W� (Pia also: ) %Cover Spades? jea1L I Numbard Daninentapedes
AThat Are OBL, FACW, a FAC: _�3 W
5.
8.
7.
e.
Total Cover
50% oftotd cover: 20%d total cover.
SWlaoiSlrNb bTnlun (Plot dze: S77SM )
�. /SMCN 6—WALItAIML/A S Yam_ FAG
3.
4.
5.
6.
7.
B.
-�, =Total Cover
50% of total cover: 20%of total ewer.
Herb sadurn (Rot size: 5"W )
d. � yncuc RoffAePlaNUS 70 oRL
2. _ 21)
3. S'aani-iAa OPl1! Q _ CW
4.
5.
e.
7.
B.
9.
Told MATher d Donr ant
Spades Across All Santa: 3 (0)
Percent of Deminard "des
That Are OOL. FACW, or FAC: I 0 D (AVO)
Total %Cover at,
MUNinhrhv.
x s =
OSL species
FACW species
x 2 =
FAC spades
x 3 s
FACU spades
x 4 =
UPLspedes
x5-
ColumnTolde
(A) (S)
Prevalence Index = 8W =
_ d - Rapid Ted for HydrophyNc Vegetalicn
✓ 2 - Dominance Teet Is >50%
_ 3 - Prevalence Index Is 53.0'
_ Problematic Hydrophy0o Vegeation' (Emlaln)
'Heaton of hydrlo sal and Welland hydrology must
be present. unless disturbed or problematic.
Tree- Woody plants, excluding vines, 31n. (7.8 cm) a
mare In dameter at breast height (DOH), regardless of
height.
eapllnd8hrub - Woody plants, excluding vines, lass
than 3 In. DOH and greeter than 3.28 8 If m) tell.
Herb -NI herbaceous (nonvoody) plants, regardless
of she, and woody plants less then 3.28 it left.
Woody vine -All woody vines greater Rion 3.28 81n
height.
20 =Taal Carer
50%didelcover: 20%dtdalcover. -
(Plot size: )
I F
2.
3.
4.
5.
Hydrophytic
Vegetation
=Total Cover
50% of total cover: G�R_�a,r
Present?
AUG 2 0 2019
ncM-MHD CITY
Yes ✓ No
US Army Carps of Engineers Atlantic and Gulf Coastal Plain Replan - Version 2.0

'r-i t� �J�
SOIL
Sampling PontAv
ProOfa Descriptlom (Describe to the depth needed to document the Indicator or confirm the absence of Indicators.)
Depth Meldx
Redox Fealures
(inches) Cda(meiell %_
Cda(mdstl Two, Locr
Texture Remarks
0-2 2.5.124 /00
LS
2-'4- 2." LI ton
— —
4_ 12t 2.54 3/1 jeo
LS_
'Type: C=Concenlrellon. D=Doplellon, RWReducad Matrix MS=Masked Sand Grains.
'Leoedon: PL=Para L(nin M=MeMx.
Hyddc Solt Indicators: (Applicable to all LRRs, unless otherwise noted.)
Indicators for Problematic Hyddc Soils :
_ Histoad (All
_ Po"lue Below Surface (Se) (LRR S, T, Jul _ t cm Muck (A9) (LRR O)
_ Histk: Epipedon (A2)
_ Thin Dark Surfs" (S9) (111115, T, U)
_ 2 cm Muck (A10) (LRR S)
_ Blade Hlslle (A])
_ Loamy Mucky Mineral IN) (LRR O)
_ Reduced Vertle (Fig) (outside MLRA 150A,8)
�% Hydrogen Sulfide (A4)
_ Loamy Gleyed Melrlx (F2)
_ Pledmonl Floodplain Sills (F19) (LRR P, S, T)
_ Stratified Layers (A5)
_ Depleted Matrix (F9)
_ Anomalous Bright Loamy Solis (F20)
_ Organic Bodies (AS)(LRR P, T, U)
_ Redox Dark Surface(FO)
(MLRA153B)
_ 5 cm Mucky Mineral (A7) (LRR P, T, U) _
Depleted Dark Suface (F7)
_ Red Parent Material (TF2)
_ Muck Presence (AS) (LRR U) _
Redox Depressions (FO)
_ Very Shakoes Dark Surface (TF12)
_ 1 cm Muck (A9) (LRR P, T) _
Marl (F10) (LRR U)
_ Other (Explain in Remarks)
_ Depleted Below Dark Surface (Al t) _
Depleted Ochdc(F11)[MLRA 151)
_ Thick Dark Surface (Al 2) _lron-Manganese
Messes (F12) (LRR O, P.
T) 'Indicators of hyMaphytic vegetation and
Coast Prelde Redox (A10) (MLRA 150A) _
_7 Sandy Mucky Mnerai (S1) (LRR O, 91 _
Urnbdc Surface (F10) (LRR P, T, U)
Delta Ochdc (F17) MLRA 151)
welland hydrdogymust be present.
unless dishubad a proWemallc.
_ Sandy Gleyed Matrix (SI) _
Reduced Vertic (F18) (MLRA 150A, 15051
_ Sandy Redox (S5) _
Redman) Floodplaln Sills (F19) (MLRA 149A)
_ Stripped Matrix (SW _
Anomalous Bright Loamy Sells (F20) (MLRA 1149A, 150C, 153D)
_ Dark Surface IV) (LRR P, S, T, U)
Restrictive Layer (If observed):
Type:
Depth (inches):
Hyddc Sall Present? Yes No_
Remarks:
S�-Qr-�krj wGitcn a{ ,SH
RECEIVED
AUG 202019
DCM-AdHD CITY
US Army Caps of Engineers Allende and Gulf Coastal Rain Region -Version 2.0

WETLAND DETERMINATION DATA FORM —Atlantic and Gulf Coastal Plain Region
Projectir D - 7 ;0 0 B Chy/County; ROC ao , T, , r I.4al Sampling Dale. J.
AppliCoM wnew NCDoT J
�y. State: IC Sampling Point: '&1 -14
Inveslpator(s): IA VwU 00/N , Ikl r S lr Section, Township, Range: A0(fani/i
Landform (hUWoi s, leaves. lie.): lisasv- SWO& Local relief (eoncve, convex, nits): 0 Slope—
Subregfon (LRR or MLRA$ ' Ri d mArt / k let: 35. 5efQ0,47 Long: ' 7 S, 9 b7 4L,9 Datum: N190
Soll Mop UmIName: OAA D1,r7 Sror, Tin^ Sa ilc[.U-., may, NWl classification: 'F0,L
Are cilmstro I hydrologic Conditions on the she typical for this fine of year? Yes V No _ (If no, explain In Remarks.)
Are Vegetation no .Soil �U or Hydrology (10— signifcanay disturbed? Am'Noonal CaeumeW¢ai present? Yes �/ No
Are Vegetation AU , Soil /10 or fydrology A0 naturally problematic? (11 needed, explain any answers in Remarks.)
SUMMARY OF FINDINGS — Attach site map showing sampling point locations, transacts, Important features, etc.
Hydrophytk Vegetation Present? Yes _ No _ Is the Sampled Area
HydnC Soil Presant? Yea _ No within a Welland? Yn Me '
Welland Hydrology Present? Yes_ No
Remarks:
HYDROLOGY
Wetland Hydrology Indicators:
Secondary
III&MIl(slminimum of Iwo reauitedl
PrimarY Indicators /m rum m of one's
teguited, chill all Thal a only) _
Surface Soil Cracks (Be)
_ Surface Water (All
_ Aquatic Fauna(013) _
Sparsely Vegetated Concave Surface (Bill
_ High Water Table IA2)
_ Msd Deposns IBIS) (LRR U) _
Drainage Patterns (B18)
_ Saturation (A3)
_ Hydrogen Sulfide Odor (CI) _
Moss Tim Lino (BIB)
_ Water Marks (81)
_ Oxidized Rhi:ospheres along Living Rook (C3) _
Dry -Season Water Table (C2)
_ Soomenl Deposits (82)
_ Presence of Reduced Iron ICa) _
Crayfish Burrows (Co)
_ DIM Deposits (B3)
_ Recent Iron Reduction in Tilled Soils (CO) _
Saturation Visible on Aerial Imagery (G9)
Algal Met or Crust (94)
_ TNn MuCk Surface (C7) _
Dsomorphlc P"Um (02)
Iron Deposits (BS)
_ Other (Explain In Remarks) _
Shallow Aqullerd (03)
_ Inundation Vlalble on Aerial Imagery
(B7)
FAGNeutnil Test IDS)
_ WaterStahad Leaves (09)
_
Sphagnum moss (De) (LRR T, U)
Field Observations.
Surface Water Present? Yea -_
No v Depth (inches):
Water Table Present? Yes _
No ✓ Depth (inches):
Setumtlon Present? Yes_
No_Se'_ Depth(Inchsn):
Wetland Hydrology Present? Yes_ No
Includes capillary fringe)
Describe Recorded Data (stream (Huge. monitoring well. aedal photos. previous inspections). if available:
Remarks:
RECEIVED
�(LGi1/Gd
AUG 2 0 2019
DCM-MHD CITY
US Army Corps of Engineers Atlantic and Gull Coastal Plain Region - Version 2.0

VEGETATION (Four Strata) — Use scientific names of plants.
Sampling Point: W A - 19
Tree Stratum (Plot size: ) SLC.QLLL-�SSIL32 �9gPLt
1
Number of Dominant Species
Thal Are OBE. FACW, or FAC: (A)
Teel Numbs of Dominant
Species Across AN Strata: (B)
percent of Dominant species
That Are OBI, FACW, or FAC: (A/8)
2.
3.
4.
5.
6.
T
Prevalence Index worksheet:
Total %Cow of., MullloNbv
8.
OBL species x 1 =
= Total Cover
50%of total ewer: 20%d total corer.
FACW species x2=
Saplino0rub stratum (Plot size: )
1 I f �'
FAC species x 3 =
FACU species x 4=
UPL spades x 5 =
Column Totals: (A) (B)
2
3.
4.
Prevalence Index = B/A =
5.
Hydrophyttc Vegetation Indicators:
6.
_ 1 - Repld Test for Hydrophytic Vegetation
r.
_ 2 - Continence Test Is x50%
8.
3 - Prevalence Index Is s3 0'
= Total Cover _ Probkmatic Hydrophylk VegelUlon' (Expialn)
50%ortelel oar. 20%of total co✓er
lien a ngluen(Pld elm: sx lrM ) 'Indicators of hyddcsoilandwegend hycirotogymust
1, ,A, A'S QN0-T!S 'DO � be present, unlass disturbed or problematic.
2. Definitions of Four Vegetation Strata:
3.
A
Tree - Woody dents, excluding vines, 31n. (T.6 cm) or
more In demeter at breast height (OBH), regardless of
height.
SaplingfShnrb -Woody plants, excluding vines, less
then 31n. DISH and grealar then 3.28 It If m) tall.
Herb -All herbaceous (non -woody) plants, regardless
of size, and woody pants less than 3.28 a leg.
Woody Ana -All woody vines greater then 3.28 A In
height.
_
8.
T
S.
g,
10.
11
12.
100 = Total Cover
50%or total ewer: S6 20%of total cover: Z.0
Woody'Ahe stratum (Plot size: )
2.
3.
4.
5. Hydrophyllc
= Total Cover Vegetation `-
500% of total cover: 20%oftdal corer. present? Yes_ No
Remarks:(Ifobserved, list morphological adaptations below). RECEIVED
rna'�r1'4inu+ grosses RGI,C YG
AUG 2 0
°:)C""D crry
US Army Caps of Engineers Allenfic and Gulf Coastal Plain Region -Version 2.0

SOIL
wr1 'P
Sampling Vclt wA-19-
Prome Description: (Describe to the depth needed to document the Indicator orconfirm the absence of Indlestan.)
Depth Matrix
Radar Features
(inches) Cal"fmais0 %_
Cdar(molst) % Tvoe Loc.
Texans Ramyks
L.
2-9h ir)yR LUZ --?Q 10VR9/1e 30 C PL/M
I -
'Type: C=ConcentrellonD=De ellon, RM=Reduced Matrix, MS -Masked Send Grains.
'Location: PL=Para UnIng, WMetdx.
Hyddc Sell Indicators: (Applicable to all LRRs, unless otherwise noled.)
Indicators for Problematic Hyddc Salle:
_ Hlstosd (All
Pdyvakre Below Surface (Sir) (LRR S, T. U)
_ 1 can Muck (AS) (LRR O)
_ Hlstk: Epipetlon (A2)
_ Thin Dark Surface (Sit) (LRR S, T. U)
_ 2 cm Muck (A10) (LRR S)
_ Bieck 14stic(A3)
_ Loamy Mucky Mlneral(Fi)(LRR O)
_Reduced Virile (FIB) (outside MLRA 150A,B)
Hydrogen Sulfide (A4)
_ Loamy Guyed Matrix (F2)
_ Pledmont Floodplein Soils (FIB) (LRR P. S, T)
_ Stratified Layers (A5)
_ Depleted Matrix (F7)
_ Anomalous Bright Loamy Soils (F20)
_ Organic Bodies (AS) (LRR P, T, U)
_ Redox Dark Surface(FS)
(MLRA 1538)
_ 5 an Mucky Mineral (A7) (LRR P, T, U)
_ Depleted Dark Surface (F7)
_ Red Parent Materiel (TF2)
_ Muck Presence (AS) (LRR U)
_ Redox Depressions (FS)
_ Very Shallow Dark Surface (TF12)
_ 1 can Muck (AS) (LRR P, T)
_ Mort (F70) (LRR U)
_ 0 her (Explain In Remarks)
_ Depleted Below Dark Surface (Al 1)
_ Depleted Ochrk IN 1)(MLRA 151)
_ Thick Dark Surface (Al 2)
_ Iron-Mangenese Masses (F12) (LRR O, P,
T) 'Indicators ofhydrophyllc vegetation and
_ Coast Prairie Redox (At S) (MLRA 150A)
_ Umbric Surface (F73) (LRR P, T, U)
welland hydrology must be present,
_ Sandy Mucky Wand (61) (LRR O, S)
_ Delia Ochdc (Ft7) tMLRA 151)
unless disturbed or problematic.
_ Sandy Gleyed Meldx(34)
_ Reduced Vedic (F10)(MLRA 150A, 150B)
_ Sandy Redox (85)
_ Piedmont Floodplain Soils (F19) (MLRA 149A)
_ Slipped Matrix (S6)
_ Anomalous Bright Lcemy Solls (F20) (MLRA 149A, 153C, 1530)
_ Durk Surface (S7) (LRR P, S, T, U)
Restrictive Layer (if observed):
Type:
Depth (Inches):
Hyddc Sol[ Present? Yes ✓ No
Remarks:
(r� � /
Soil 15 Yil'i h1Qi(rlol.
RECEIV�.r
AUG2�
US Army Caps of Engineers Atlantic and Gulf Coastal Plain Region - Version 2.0

"'ft""'W
WETLAND DETERMINATION DATA FORM - Atlantic and Gulf Coastal Plain Region
Project/Sae: &2Sr,0 6 __ City/Counly. Rom, WJ`ti Sampling Dale: 10 /10 )1]
ApplicanuO rner AkC w Stale AIL Sampling Point W H _2
invesligator(s); a w N' ko{f' Section. Township, Range: Rndi it6le
Landform (hrlsiope, terrace, etc ): �(Qrm5'Wt Local relief (concave, convex, none). rancRVC-. slope I%) d
Subregion (LRR or MLRA): f1t(r-t1r.4f- Lai: Long: `75,47q(i Delumf�AO
Soil Map Una Name: 41eL— Y&w— .n font Sind. O-Id% 56KS NWl classification: A/0yk-
Are climatic / hydrologic conditions on the sae typical for this time of year? Yes ✓ No _ (if no. explain In Remarks.)
Are Vegetation 110 Soil 1`10_, or Hydrology PL significantly disturbed? Are 'Normal Orcumstances' present? Yes %.,/ No
Are Vegetation A0 Sal f)e) or Hydrology rly naturally problematic? (If needed, explain any answers In Remarks )
SUMMARY OF FINDINGS - Attach site map showing sampling point locations, transects, important features, etc.
Hydrophylic Vegetation Present?
Hydric Soil Presenl7
Wetland Hydrology Present?
Remarks:
HYDROLOGY
Yes
No is the sampled Area
No within a Wetland?
Welland Hydrology Indicators:
Prknary Indicators (minimum of one is requited
check all that apply)
_ Surface Water (All _
Aquatic Fauna (B 13)
/High Water Table (A2)
Mad Deposits (815) (LRR U)
Y Saturation(A3) _
Hydrogen Sulfide Odor (CI)
Water Marks (81) _
Oxidized Rhizospheres along Living Roots (0)
_ Sediment Deposits (B2) _
Presence of Reduced Iran (C4)
_ Drift Deposits (63) _
Recent Iron Reduction In Tilled Soils (C6)
_ Algal Mal or Crust (04) _
Thin Much Surface (C7)
Iron Deposits (85) _
Other (Explain in Remarks)
_ Inundation Visible on Aerial Imagery 187)
Water -Stained Leaves (89)
Yes ✓ No
_ Surface Soil Cracks (BB)
_ Sparsely Vegetated Concave Surface (B8)
_ Drainage Patterns (810)
_ Moss Trim Lines (B16)
_ Dry -Season Water Table (C2)
Crayfish Burrows (C8)
_ Saturation Visible on Aerial Imagery (CO)
_ Georrarphic Position (02)
_ atlow Aquitard(03)
FAC-Neutral Tesl (D5)
_ Sphagnum moss (DO) (LRR T. U)
Surface Water Present? Yee_ No ✓ Depth (inches): d
Water Table Present? Yes: No _ Depth (inches)
/ D
Saturation Present? Yes � No_ Depth (inches): % Wetland Hydrology Present? Yes ZNo
(includes ceoilary frinael
Describe Recorded Oata (stream gouge. monitoring well. aerial photos, previous inspections). if available
RECEIVED
AUG 2 0 2019
DCM-MHD CITY
US Army Corps of Engineers Atlantic and Gulf Coastal Plain Region - Version 2.0

VEGETATION (Four Strata) - Use scientific names of plants. Sampling Point: WN"1-Vet-
Absolute Dominant Indicator
Dominance Test worksheat:
Tree Stratum (Plot size: ) %cave' Suedes? Sietus
Number of Dominant Species
3
1
That Na Dal., FACW, or FAC: (A)
2.
2
Total Number of Dominant J
3
Spades Across AN Strata: (BI
4
Percent of Derrynant Species
5.
That Are OBL, FACW, or FAC: 1008 (Nall
7.
8.
= Total Cover
50% of total cover: 20% of total cover.
SebNn/ya�Mirub Stratum (Plot size: S)5, I.
2.
3.
4.
5.
6.
7.
8.
Total Cover
50%dtdelco,er: Z. 20%of total cover.
Herb Stratum (Plot size: 1;w5 % )
,. Nyetro�rhl� SP: 2u
2. (�eeria ;e Iwlr`a al,� S A/ PAC
3. ..IrinrA& fbr•-f fU mAws obt.
4.
5.
6.
7.
9.
10.
11.
12. �
tl CI = Total Cover
50%oftotal cover: R,.s 20%of total cover. Z.I
Woody Vrne Stratum (Plot size: SXSrt )
1. fy1 kc( -n SCs,.rdenS 5' �_ FACA✓
2.
3.
4.
5.
S = Total Cover
50% of total cover _�� 20% ot tdai cal . � ,^
AUG 2 0 N'.
Total % Cover of:
MrNioN by,
CeL species
x 1 -
FACW spades
x 2 =
FAG spades
x 3 =
FAGU species
x 4 =
UPL species
x 5 =
Column Totals:
(A) (B)
Prevalence Index = B/A =
_ t - Rapid Test for Hydrophytic Vegetation
_Z2 • Dominance Test Is >50%
_ 3 - Prevalence Index Is S3.0'
_ Problemetic Hydrophytic VegeteNcn' (F)lain)
'Indicators of hyddc sop and wetland hydrology must
be present, unless disturbed or problematic.
Tree - Woody plants, excluding vines, 3In. ITS cm) or
more in diameter at breast height (DSH), regardless of
height.
Sapling/Shrub - Woody plants, excluding vines, less
than 3 In. DSH and greater than 3.28 8 (1 m) tall.
Herb -Al herbaceous (non -woody) plants, regardless
of size, and woody plants less then 3.28 8 tall.
Woody vine -AN woody Ones greater than 3.28 8 In
height.
Hydrophytic
Vegetation
Present?
[)CM-MHD CITY
Yes No
US Army Caps of Engineers Atlantic and Gulf Coastal Plain Reglen - Version 2.0

SOIL
Sampling Point: 4/H - 2 - ll / i
Profile Description: (Describe to the depth needed to document the Indicator or confirm Iha absence o1 Indicators.)
Depth Mabbr
Redox Features
(inches) Color (moist) %
Color (moist) %_ Type, Lac'—
TextureRemarks
0-1 Zsy 3/1 Well
3-l0 2.5'y (0/2 10(;
_
'Type: C=Cpmentretlon, 0--Depletion, RM=Reduced Matrix MS --Masked Send Grains.
'Location: PL=Pae Unin , M=Ma,, x.
Hyddc Soli Indicators: (Applicable to all LRRs,
unless otherwise noted.)
Indicators for Problematic Hyddc Soils
_ Histoscl (At)
_ Polyaelue Balm Surface (S8) (LRR S, T,
U) _ 1 cm Muck (A9) (LRR O)
_ Histic Epipedon (A21
_ Thin Dark Surface (S9) (LRR S, T, U)
_ 2 cm Muck (A10) (LRR 3)
Black Hlstic (A3)
_Hydrogen
_ Loamy Mucky Mineral (F1) (LRR O)
_ Reduced Vedic (F18) (outside MLRA 150A,B)
Sulfide (A4)
Loamy Gleyed Matrix (F2)
_ Piedmont Floodplein Soils (F19) (LRR P, S. T)
Stratified Layers (A5)
_
Depleted Matrix (F3)
_ Anomalous Bright Loamy Soils (F20)
_ Organic Bodies (AS) (LRR P, T, U)
_ Redox Dark Surface (F6)
(MLRA 1538)
_ 5 cm Mucky Mineral (A7) (LRR P, T, U)
_ Depleted Dark Surface (F7)
_ Red Parent Material (TF2)
_ Muck Presence (AB) (LRR U)
_ Redox Depressions (Fit)
_ Very Shallow Dark Surface (TF12)
_ 1 cm Muck (AS) (LRR P, T)
_ Mad (F10) (LRR U)
_ Other (Explain in Remarks)
_ Depleted Below Dark Surface (All)
— Depleted Ochre (F11) (MLRA 151)
_ Thick Dark Surface (Al2)
_ Iron -Manganese Masses (F12) (LRR O, P,
T) 'Indicators ofhydrophytic vegetation and
_ Coast Fields Redox (A18) (MLRA 150A)
_ Umbric Sudace (F13) (LRR P, T. U)
wetland hydrology must be present,
_ Sandy Mucky Mineral (St) (LRR O, S)
_ Delta Ochre (F17) (MLRA 151)
unless disturbed «problematic.
_ Sandy Gleyed Matrix (S4)
_ Reduced Vedic (F18) (MLRA 150A, 150 B)
_ Sandy Redox (S5)
_ Piedmont Floodpleln Soils (F19) (MLRA 149A)
Stripped Matrix (66)
_ Anomalous Bright Loamy Soils (F20) (MLRA 149A, 153C, 1530)
_ Dark Surface (S7) (LRR P, S, T, U)
Restrictive Layer (If observed):
Type:
Depth (inches):
Hydrie Sall Present? yes No _
Remarks:
RECEIVED
AUG 2 0 2019
DCM-MHD CITY
US All Carps of Engineers Allentic and Gulf Coastal Plain Raglan — Version 2 0

—n - wiAnf
WETLAND DETERMINATION DATA FORM — Atlantic and Gulf Coastal Plain Region
ProjecUSlle. 5-uoof) Clty/County: fYU6lrwifhf- DA/G Sampling Date 10110
Applk int/Owner, yVCOOT Shale, AiG Sampling Poinl: wH —
Investigalor(s). M, VA*A r !U. Scni'{' Section Town /\ Township, Range: UGw.4-Q
Landform (hillsope, terrace. etc ): ��IMu/ SbpF- Local relief (concave, convex, none): y%MG Slope 1%) 9_
Subregion (LRR or MLRA): VdGIwY« Let: _3S. 6Q,feT Sj Long:—7S',47o9117 Datum: A/R0 1V
Soll Map Und Name: /Vf—(- - NGW6-f,'Af, 5,v Jt d- la '20 51,F < NWl classification: XV- ne.
Are climatic t hydrologic conditions on the site typical for this time of year? Yes No _ (If no. explain In Remarks.)
Are Vegetation N . Soil Ad , or Hydrology Po significantly disturbed? Are'Normal Cvcurnslences' present? Yes ✓ No
Are Vegetation AD , Soil AO or Hydrology AO naturally problematic? (If needed, explain any answers in Remarks.)
SUMMARY OF FINDINGS — Attach site map showing sampling point locations, transacts, important features, etc.
Hydrophytk Vegetation Present? Yes No Is the Sampled Area
Hydrlc Soil Present? Yes _ No within a Wetland? Yes — No
Wetland Hydrology Present? Yes _ No ✓
HYDROLOGY
Prirnary Indicators (rrnnimum of one is reguked. check all that apply)
_ Surface Soil Cracks (88)
_ Surface Water (Ai) _
Aquatic Fauna (B13)
_ Sparsely Vegetated Concave Surface (88)
_ High Water Table (A2) _
Mad Deposits (815) (LRR U)
_ Drainage Patterns (810)
_ Saturation (A3) _
Hydrogen Sulfide Odor (Ct)
_ Moss Trim Linea (B78)
_ Water Marks (Bt 1 _
Oxidized Rhizospheres along Living Rools (C3)
_ Dry -Season Water Table (C2)
_ Sediment Deposits (82) _
Presence of Reduced Iron (C4)
_ Crayfish Burrows (C8)
_ Drift Deposits (0) _
Recent Iron Reduction in Tilled Soils (CB)
_ Saturation Visible on Acne] Imagery (C9)
_ Algal Mal or Cfust (84) _
Thin Muck Surface (C7)
_ Geomorphic Positlon (D2)
Iron Deposits (85) _
Other (Explain in Remarks)
_ Shallow Aqullard (0)
_ Inundation Visible on Aerial Imagery (87)
_ FAC-Noulrat Test (D5)
Waler-Stained Leaves (B9)
_ Sphagnum moss (DO) (LRR T, U)
Surface Water Present? Yes _ No Depth (inches):
Water Table Present? Yes_ No Depth (inches):
Saluretlon Present? Yes _ No Depth (inches):
Weiland Hydrology Present? Yes
RECEwF:
AUG 2e
DCM-MHI) :,I t
.1(ln l `(..
No
US Army Corps of Engineers Atlantic and Gulf Coastal Plain Region - Version 2.0

VEGETATION (Four Strata) — Use scientific names of plants. Sampling Point: w/ - L�#614
Absolute Dominant Indicator Dominance Test wodcsMN:
Tree Stratum (Plot size: 1 .7f Cover fteclaa2 Status Number of Dominant Spades
1 That Are OBL, FACW, or FAC: I (A)
2.
Tdat Numbs of 3
Species Across Nl Strata: (B)
Total Cover
50%oftotal cover: 20%of total cover. _
$10110g6hrub Stratum (Plot size: )
2.
4.
5.
8.
7.
- Total Cover
50% d tdal cover: 20% d Idel cover:
Herb Stratum (Plot size:
i. Hycl/dco�lc �„ IO —
2._ �fn,llr•1rA1� �AIc�Alin 10 — ( L
3. filldalwA 317. 7n —
4.
5.
6.
7.
9.
10.
11.
12.
4 = Total Cover
50%of total cover: 20%d total cover.
Woody Mne Stratum n (Plot size: i V Sr
1. )m;kx borz- 161( J FAC,
2.
3.
Percent of Dominant Species �` O
That Are OBL, FACW, a FAC: ✓ d IO INS)
Total % Cover of:
Multiply by
OBL species
x 1 =
FACW species
x 2 =
FAC speciea
x 3 =
FACU species
x 4 =
UPL spades
x 5 =
Cciunn Totals:
(A) (B)
Prevalence Index - BrA=
_ 1 - Rapid Test for Hydrophytic Vegetation
— 2 - Dominance Test Is >5096
_ 3 - Prevalence Index is 93.0'
_ Problematic Hydrophytic Vegdatlan' (Explain)
'Indicators of We Soli and Welland hydrology must
be present, unless disturbed or problematic.
Tras - Woody plants, excluding vines, 3 in. ITS ern) or
more in diameter at breast height (DB)1), regardless of
height.
Saplinglahrub - Woody plants, excluding vines, less
then 3 In. DBH and greater than 3.28 M (1 m) tea.
Herb - All herbaceous (non -woody) plants, regardless
of size, and woody plants less than 3.28 8 tall.
Woody vine - AN woody vines greater than 3.28 8 In
height.
Hydrophyllc
� I=Total Cover Vegetation
50%d total cover: %,a" 20%dtdalcover: 3 Present? Yes— No
hdrgical adaptations below). RECEIVE
AUG 2 0 2019
DCM-MHD CITY
US Army Corps of Engineers Atlantic and Gull Coastal Plain Region - Version 2.0

SOIL
Sampling Point: WNWN1.- y&q
Profile Description: (Osscdbe to the depth needed to tlocumenl the Indlertor or confirm the absence of Indleetorc.)
Depth Matrix
Redax Features
(inched Odor(mdstl %
Texture Remarks
2. rY 713g
I0YA r/fe / 0 Gk�j
S
'Type: C=ConcenbWon D=De etlon RM=Reduoed Matrix. MS=Masked Sand Groins.
'Location: PL=Pore Lining. WMetrtx.
Hydrtc Sall Indicators: (Applicable to all LRRs, unless otherwise noted.)
Indicators for Problematic Hyddc Soils .
_ Histosd (All
_ Pdyvalue Below Surface (SS) (LRR S, T, U) _ 1 cm Muck (AB) (LRR O)
Histie Fyipedon (A2)
_ Black Histic (A3)
_ Hydrogen Sulfide (A4)
_ Tdn Dade Surface (89) (LRR 8, T, UI
_ Loamy Mucky Word (F1) (LRR O)
_ Loamy Gleyed Matrix (F2)
_ 2 en Muck (A10) (LRR 8)
_ Reduced Vertic (F18) (outside MLRA 150")
_ Piedmont Flaodpialn Solis (F19) (LRR P. S. T)
_ Stratified Layers (AS)
_ Depleted Matrix (F3)
_ Anomalous Bright Loamy Sills (F20)
_ Organic Bodes (AS) (LRR P, T. U)
_ 5 cm Mucky Mineral IV) (LRR P, T, U)
_ Redox Dark Surface (FS)
_ Depleted Dark Surface (F7)
(MLRA 1536)
_ Red Parent Material (TF2)
_ Muck Presence (Ali) (LRR U)
_ Redox Depressions (F8)
_ Very Shallow Dark Surface (TF12)
_ 1 cm Muck (AS) (LRR P, T)
_ Mad (F10) (LRR U)
_ Other (Explain In Remarks)
_ Depleted Below Dark Surface (All)
_ Depleted Oehric (F11) (MLRA 151)
_ Thick Dark Surface (Al2)
_ tron-Llant)anese Masses (F12) (LRR 0, P,
T) 'Indicators ofhydrophyllc vegetation and
_ Coed Prairie Redox (Atli) (MLRA 150A)
_ Umbdc Surface (F13) (LRR P, T, U)
wetland hydrology must be present,
_ Sandy Mucky Mineral (Si) (LRR O, B)
— Sandy Gleyed Matrix (64)
_ Deb Ochric (F17) (MLRA 151)
_ Reduced Vedic (1`18) (MLRA 150A, 150B)
unless disturbed or problematic.
_ Sandy Redox (S5)
_ Piedmont Floodplain Saks (F18) (MLRA USA)
_ Stripped Metric (SO)
_ Anomalous Bright Loamy Soas (F20) (MLRA 149A, 153C, 15301
_ Dark Surface (S7) (LRR P, 8, T, u)
Restrictive Layer (If observed):
Type:
Depth (inches):
Hydric Soli Prosent7 Yes_ No
Remarks:
RECEIVED
AUG 2 0 ZC19
DCM-MHD CITY
1, .�4 (L,.
,rr t..
US Army Corps of Engineers Atlantic and Gulf Coastal Plain Region - Version 2.0

bvL- k c�
WETLAND DETERMINATION DATA FORM — Atlantic and Gulf Coastal Plain Region
ProjectlSile: City/County. A&Wn AC Llovf> SamplingOale: )011617
AppllcanVOwner. NGQD State /UG Sampling Point:
Inveatigator(s): Section. Township, Range: RnclNn-/ ,
Landform (hdlslope. terrace. etc ): DC erus,z. , Loral relief (concave, convex, none). Gnr. Slope I%)
Subregion (LRR or MLRA). Titkv-(ni-ef Lat. 3S, boct 457 Long: "75', HW71q 6 Datum: 0 e
Soil Map Unit Name: Qt f9' AACILSion [� 0.2010 SlpPa oCCQSrbyY.�?Y—'F�r_x_r�[�1 NWl classification rw
Are climatic I hydrologic conditions on the site typical for this time of year? Yes ✓ No _ (It no. explain in Remarks.)
Are Vegetation nQ Soil —N or Hydrology M significantly disturbed? Are'Norrnal Circumstances' present? Yes ✓ No
Are Vegetation A0 Sol] A(I or Hydrology nD nalurally problematic? (If needed, explain any answers in Remarks.)
SUMMARY OF FINDINGS — Attach site map showing sampling point locations, transects, important features, etc.
Hydrophylic Vegetation Present? Yes No _ Fth,,Smpled Area
Hydric Soil Present? Yes No_ Welland? Yes No
Welland Hydrology Presenl7 Yes No—
Remarks
HYDROLOGY
Primary Indicators (minimum of one is required
check all that apply)
_ Surface Soil Cracks (86)
_ Surface Water (At) _
Aquatic Fauna (813)
_ Sparsely Vegetated Concave Surface (08)
-V High Water Table (A2) _
Mad Deposits (615) (LRR U)
_ Drainage Patterns (B7o)
✓Salurafion (A3) _
Hydrogen Sulfide Oder (C1)
_ Moss Trim Lines (810)
_ Water Marks (B1) _
Oxidized Rhizospheres along Living Roots (C3)
_ Dry -Season Water Table (C2)
Sediment Deposits (82) _
Presence of Reduced Iron (C4)
_ Crayfish Burrows (CB)
Drih Deposits (83) _
Recent Iron Reduction in Tilled Soils (CB)
_ Saturation Visible on Aerial Imagery (C9)
_ Algal Mal or Crust (04) _ Thin Muck Surface (C7) _ Geomorphic Position (D2)
Iron Deposits (851 Other (Explain in Remarks) Shallow Aquitard (03)
_ Inundation Visible on Aerial Imagery (B7) FAC-Neutral Test IDS)
Water -Stained Leaves (B9) _ Sphagnum moss (DO) (LRR T, U)
Field Observations:
Surface Water Present? Yes No '� Depth (inches):
Water Table Present? Yes No _ Depth (inched:
Salurelion Present? Yes ✓ No_ Depth (inches): is Wetland Hydrology Present? Yes No
(stream gauge.
RECEIVED
AUG 2 0 2019
DCM-MHD CITY
US Army Corps of Engineers Allenlic and Gulf Coastal Plain Region - Version 2.0

VEGETATION (Four Strata) - Use scientific names of plants.
Tree Stratum (Plot site: )
1.
3.
4.
5.
8.
7
S.
Sampling Point: WL-L k/et
%Cover Spades?.>&MIs Number el Daninent Species
That Are OBL, FACW, ar FAC: _� (A)
Total Number of Domnsot
Speeles Across NI Strata: IS)
= Total Cover
50% of total cover: 20% of total cover:
SaolinaGhrub &return (Plot size: )
1.
2.
4.
5.
6.
7.
= Total Cover
50% of total corer: 20% of total cover:
Herb Stratum (Plot size: Sr -5',n )
I. 35- Y_ o9L
2.AnnuN1
3. P,e.rclpv,S he.e:l:Arl.h� t/1L
4. __ 5a�i'tfw7.r7 3p, r -
5.
6.
7.
8.
S.
11.
12.
= Total Cover
50%ottdelcover.31V 20%oftdelcover IS
1. �i I um l al rr"1 ) r FRG
2.
3.
Percent of Dominant Spades
That Are 013L, FACW, or FAC: �Gd O (AIB)
do! over of:
MulOolvbv.
x 1 =
OBL species
FACW spades
x 2 -
FAC species
x 3 =
FACU spades
x 4 -
UPL spades
x 5 =
Column Totals:
(A) (B)
Prevalence Index a EVA=
_ 1 - Rapid Test for Hydrophyllc Vegetation
_✓2 - - Dominance Test Is 150%
_ 3 - Prevalence Index is S3.0'
_ Probieme8c Hydrophytic Vegetation' (Explain)
'Indicators of hydric soti and wetland hydrology must
be present, unless disturbed or problematic.
Trae - Woody plants, excluding vines, 3 in. (7.6 cm) or
more in diameter at breast height (DBH), regardless of
height.
0aplinglahrub - Woody plants, excluding vines, less
than 3In. 03H and greater than 3.28 6 (I m) tall.
Herb -All herbaceous (non -woody) plants, regardless
of size, and woody plants less than 3.28 fi tall.
Woody Ane -All woody vines greater then 3.28 8 in
height.
5. I Hydrophytic
=Total Cover Vegetation
50% of total cover: 20% of total cover. �_ Present? Yes _ No __
AUG 2 0 . .'a
DCM-MHD CITY
US Army Caps of Engineers Atlantic end Gull Coastal Plain Region - Version 2.0

SOIL
Sampling Print. Wi-- 2,,- WC f
ProRle Descrliellon: (Describe to the depth needed to document the indicator or confirm the absence of Indcators.)
Depth Matrix
(inches) Color(molst) %_
Redox Fealures
Colorlmolsl) % Type, r Texture Remarks
D_2 Zsy 311 10"
S
2--6 2.SY L/-L too
S
S-)`i ZrsY 6/L_ wo (o'A Wq 10 c, Nl
S -
'Type. C=Concentration. D=De etion. RM=Reduced Matrix. MS=Masked Send Grains.
°Locelicn: PL=Pore Unln , M=Matrix.
Hyddc Soil Indicators: (Applicable to all LRRs, unless otherwise noted.)
Indicators for Problemalle Hydric So119
_ Hietosol (All
_ Poiyvalue Below Surface (Sit) (LRR 8, T, U)
_ 1 cm Muck (A9) (LRR O)
_ Hishc Eppedon (A2)
_ Thin Dark Surface (S9) (LRR 8, T, U)
_ 2 cm Muck (A10) (LRR 8)
_ Black Hstic (A3)
_ Loamy Mucky Mineral (F11(LRR O)
_ Reduced Vertic (F18) (outside MLRA 150A,B)
_ Hydrogen Sulfide (A4)
_ Loamy Gleyed Matrix (F2)
_ Piedmont Floodplain Soils (F19) (LRR P, S, T)
_ Slrs0fied Layers (A5)
_ Depleted Matrix (F3)
_ Anomalous Bright Loamy Soils (F20)
_ Organic Bodes (AS) (LRR P, T, U)
_ Red" Dark Surface (F6)
(MLRA 153B)
_ 5 cm Mucky Mineral (A7) (LRR P, T, U)
_ Depleted Dad Surface (F7)
_ Red Parent Material (TF2)
_ Muck Presence (AB) (LRR U)
_ Redox Depressions (FB)
_ Very Shallow Dark Surface (TF12)
_ 1 cm Muck (A9) (LRR P. T)
_ Mad (1710) (LRR U)
_ Other (Explain in Remarks)
_ Depleted Below Dark Surface (At 1)
— Depleted Ochdc lFl 1)(M LRA 151)
Thick Dark Surface (At 2)
_ Iron -Manganese Masses (F12) (LRR O, P. T)
'Indicators 01hydrophytle vegetation and
_ Coast Prairie Redox (A16) (MLRA 150A)
_ Umbric Surface (F13) (LRR P, T, U)
wetland hydrology must be present,
Sandy Mucky Mineral (S1)(LRR O, S)
_ Delta Ochre IF17)(MLRA 151)
unless disturbed a problematic.
_ §sndy Gleyed Matrix (Sul)
_ Reduced Verdi (F18) (MLRA 156A, 150B)
_✓Sandy Redox (S5)
_ Piedmont Floodpialn Soils (F19) (MLRA 149A)
_ Stripped Matrix (86)
_ Anomalous Bright Loamy Soils (F20) (MLRA 149A, 153C, 153D)
_ Dark Surface (S7) (LRR P, S. T, U)
Restrlethne Layer (R observed):
Type:
Depth (inches):
Hydric
Soil Present? Yes V No —
Remarks:
RECENED
AUG 2 0 2019
C)CM4AH0 C►Ty
US Army Caps of Engiree(s Allanlic and Gulf Coastal Plain Region - Version 2.0

WL- Lvt'd
WETLAND DETERMINATION DATA FORM - Atlantic and Gulf Coastal Plain Region
Pmiecvsile: 6-2.5-vo a City/County. nOBu14hL y DG.%C Sampling Date: 010!I
AppncantfOwner NU)bT "/ r� Sttate� Aft, Sampling Point g✓�
Investgalor(s). /�• VAIJO N• Strata Section, Township, Range:&ACtelik-
Landform (hilisbpe, terrace, etc): Slate—. Local relief (concave, cemwax, none): (brm- Slope (%): t
Subregion(LRR or MLRA).T iC1u VwtL! Lat. K 100AS96 Lore. -7t 467091 Datum: IV"u3
Soil Map Urkt Name: Okjrr-MRs*,n -F'ne. Sr14 C)-e/o5bQc5_ Orco&oalj A01111INWlclasaificat(on:_
Are chmallc I hydrologic conditions on the site typical for this time of year? Yes _ z No _ (If no, explain in Remarks.)
Are Vegetation 1`10 , Soil A0, or Hydrology n0 significantly disturbed? Are 'Normal Circumslances' present? Yes No
Are Vegetation ho Sod Ae or Hydrology _AO netuialiy problematic? (It needed. explain any answers in Remarks.)
SUMMARY OF FINDINGS — Attach site map showing sampling point locations, transacts, Important features, etc.
Hydrophytic Vegetation Present? Yee ✓ No Is the Sampled Area
Hydric Solt Present? `he_ NOEL within a Welland? Yes No
Wetland Hydrology Present? Yes_ No ✓
HYDROLOGY
Primary Iridimlors (minimum of one is required,
check all that apply)
_ Surface Soil Cracks (B8)
_ Surface Water (AI) _
Aquatic Fauna (013)
_ Sparsely Vegetated Concave Surface (98)
_ High Water Table (A2) _
Mad Deposits (815) (LRR U)
_ Drainage Patterns (B70)
_ Saturation (A3) _
Hydrogen Sulfide Odor (Cl)
_ Moss Trim Lines (B18)
_ Water Marks (fit) _
Oxidized Rhizospheres along Living Roots (C3)
_ Dry -Season Water Table (C2)
_ Sediment Deposits (82) _
Presence of Reduced Iron (C4)
_ Crayfish Burrows (CB)
Drift Deposits (B3) _
Recent Iron Reduction in Tilled Soils (CO)
_ Saturation Visible on Aerial Imagery (C9)
Algal Mat or Crust (114) _
Thin Muck Surface (C7)
_ Geomorphic Position (02)
Iron Deposits (B5) _
Other (Explain in Remarks)
_ Shallow AWitard (D3)
Inundation Visible w Aerial Imagery (1117)
_ FAC-Neutral Test (135)
Water -Stained Leaves(Bg)
_ Sphagnum moss (08)(LRR T. U)
Surface Water Present? Yes— No Depth (inches):
Water Table Present? Yes_ No Depth (inches):
Saturation Present? Yes_ No_ Depth (inches) Welland Hydrology Present? Yes_ No
(includes caoillary Mnpet
Describe Recorded Data (stream gouge. monitoring well. aerial photos. previous Inspections), if available
RECEIVEC
AUG 2 U
DCM-MHD CITY
US Army Corps of Engineers Atlantic and Gulf Coastal Plain Region - Version 20

VEGETATION (Four Strata) - Use scientific names of plants.
Tree Stratum (Plot size: )
2.
3.
4.
5.
8.
7.
s.
Sampling Poled: 1"L" & - Lip
%Cover 'Species -'emu I Number of Dominant Species
That Are OBL, FACW, a FAG I (A)
= Total Cover
50% of total ewer: 20% of total cover,
$BolinclShrub Stratum (plot size: 1
1.
2.
3.
4.
5.
7.
8.
= Total Cover
50% of total cover: 20%ot total cover.
Herb Stratum (Plot size: Ssc Svc+ I
I._.PjVCC ,r:c hA1"Mif01;H ��Ir N fAi,
2. Sol. clG 0 fr, j
3. Hndmpt-4 SO,
4. �T
5.
8.
7.
8.
9.
10.
it.
12.
9 = Total Cover
50%ofldalcover: HID 20%oftdelcover., IG
Woodsy Vine Stratum (Plot size: Sxin ) , r YY A/
2.
3.
4.
5.
t = Total Cover
50% of total cover: 7•S 20%oficial Cover: 3 RI
Tdal Number of Dominant
Species Across All Strata:
(a)
Percent of Dominant Spode$
That Are OBL, FACW, or FAC: 100 (AB)
Total % Cover of'.
MultloN by:
081. species
x 1 -
FACW spades
x 2 =
FAC species
x 3 -
FACU species
x 4 =
UPL spades
x 5 -
Cdumn Totals:
(A) (B)
Prevalence Index = INA=
_ t - Rapid Teal for Hydrophytic Vegetation
✓ 2 - Dombiance Test Is >50%
_ 3 - Prevalence Index Is 53.0'
_ Problematic Hydrophytic Vegetation' (Explain)
'Indicators of hydric soil and Wetland hydrology must
be present, unless disturbed or problematic.
Tres - Woody plants, excluding vines. 3In. (7.8 cm) or
more In diameter at breast height (DBH), regardless of
height.
Sapling)ahrub - Woody plants, excluding vines, toss
than 3 in. DBH and greater than 3.28 it (1 m) tall.
Herb -All herbaceous (nan-woody) plants, regardless
of size, and woody plants less than 3.28 ft tail.
Woody vine - All woody vines greater than 3.28 R In
height.
AUG 1 v M9
[7CM.Mmo CITY
Yes ✓ No
US Army Caps of Engineers Atlantic and Gull Coastal Plain Region - Version 2.0

SOIL
Sampling Point: ItiL-2 " GP
Profile Description: (Describe to the depth needed to document (he Indicator or confirm the absence of IndIcat ors.)
Depth Matrix
(inches) Color (moist) %
Redox Features
Color (moist) °h Twee Loc'
Texture Remarks
L-) 2,5`f to/%I wo
S
5-12 2.57 7/3 95' I0`f8 la/fo C. rn
5
'Type C=Concentra0on, D=De le0on. RM=Reduced Matrix, MS=Masked Send Grains.
°Locallon: PL=Pore Lining, M=Matrix.
Hydric Soil Indicators: (Applicable to all LRR9, unless othervdse noted.)
Indicators for Problematic Hyddc Solls°:
_ Histosol (All
_ Pclyvalue Below Surface (158) (LRR 8, T, U)
_ 1 cm Muck (AS) (LRR O)
_ Hislic EDipedon (A2)
_ Thin Dark Surface (So) (LRR 5, T. U)
_ 2 cm Muck (A10) (LRR S)
_ Black HIsBe (A3)
_ Loamy Mucky Mineral (F1) (LRR O)
_ Reduced Verflc (F18) (outside MLRA 150A,B)
_ Hydrogen Sulfide (A4)
_ Loamy Gleyed Matrix (F2)
_ Piedmont Floodplaln Soils (F19) (LRR P, S, T)
_ Stralifled Layers (A5)
_ Depleted Matrix (F3)
_ Anomalous Bright Loamy Soils (F20)
_ Organic Bodies (AS) (LRR P, L U)
_ Redox Dark Surface (F6)
(MLRA 153B)
_ 5 cm Mucky Mineral (A7) (LRR P, T, U)
_ Depleted Dark Surface (F7)
_ Red Parent Material (TF2)
_ Muck Presence (A8) (LRR U)
_ Redox Depressions(F8)
_ Very Shallow Dark Surface(TF12)
_ 1 cm Muck (A9) (LRR P, T)
_ Mad (F10) (LRR U)
_ Other (Explain in Remarks)
_ Depleted Below Dark Surface (All)
_ Depleted Ochric IN 1) (MLRA 151)
_ Thick Dark Surface (Al2)
_ Iron -Manganese Messes (F12) (LRR O, P. T)
'Indicators ofhydrophytie vegetation and
_ Coast prairie Redox (At 6) (MLRA 150A)
_ Umbdc Surface (F15) (LRR P, T, U)
wetland hydrology must be present,
_ Sandy Mucky Mineral (S1) (LRR O, S)
_ Della Ochre (F17) (MLRA 151)
unless disturbed a problematic.
_ Sandy Gleyed Matrix(S4)
_Reduced Virile (F18)(MLRA 150A, 150B)
_ Sandy Redox (S5)
_ Piedmont Flcodplaln Solis (1`19) (MLRA 149A)
_ Stripped Matrix (S(5)
_ Anomalous Bright Loamy Soils (F20) (MLRA 149A, / 53C, 1530)
_ Dark Surface (S7) (LRR P, S. T, U)
Restrictive Layer (If observed):
Type:
FHyddc
Depth (inches):
Soil Present? Yes_ No_
Remarks:
RECEIVED
AUG ? ;
ReCCIVc'
US Army Caps of Engineers Allan tic and Gulf Coasts I Plain Region -Version 2.0

NC WAM FIELD ASSESSMENT FORM
Project Name
Applicant/Owner Name
Wetland Type
Level III Eooregion
River Basin
County
Improvements
NCDOT
Estuarine Woody Wet and
Middle Atlantic Coastal Plain
Pasquotank
Dare
Dale of Evaluation 10/102017
Welland Site Name
Assessor Name/Organization
Nearest Named Water Body
USGS 8-Digit Catalogue Unit
NCDWR Region
Evidence of stressore affecting the assessment area (may not be within the assessment area)
Please circle and/or make note on the last page if evidence of stressors is apparent. Consider departure from reference, if appropriate, in
recent past (for instance, within 10 years). Noteworthy stressors include, but are not limited to the following.
• Hydrological modifications (examples: ditches, dams, beaver dams, dikes, berms, ponds, etc.)
• Surface and sub -surface discharges into the wetland (examples: discharges containing obvious pollutants, presence of nearby septic
tanks, underground storage tanks (USTs), hog lagoons, etc.)
• Signs of vegetation stress (examples: vegetation mortality, insect damage, disease, storm damage, sale intrusion, etc.)
• Habuatlplant community alteration (examples: mowing, clear -cutting, exotics, etc.)
Is the assessment area Intensively managed? ❑ Yes ® No
Regulatory Considerations - Were regulatory considerations evaluated? ®Yes ❑No If Yes, check all that apply to the assessment area.
❑ Anadromous fish
® Federally protected species or State endangered or threatened species
❑ NCDWR riparian buffer rule in effect
❑ Abuts a Primary Nursery Area (PNA)
® Publicly owned property
® N.C. Division of Coastal Management Area of Environmental Concern (AEC) (including buffer)
® Abuts a stream with a NCDWO classification of SA or supplemental classifications of HOW, ORW, or Trout
❑ Designated NCNHP reference community
❑ Abuts a 303(d)-listed stream or a tributary to a 303(d)-listed stream
What type of natural stream is associated with the wetland, if any? (check all that apply)
❑ Blackwater
❑ Brownwater
® Tidal (if tidal, check one of the following boxes) ® Lunar ❑ Wind ❑ Both
Is the assessment area on a coastal island? ® Yes ❑ No
Is the assessment area's surface water storage capacity or duration substantially altered by beaver? ❑ Yes ® No
Does the assessment area experience overbank flooding during normal rainfall conditions? ❑ Yes ® No
1. Ground Surface ConditlonlVegetation Condition —assessment area condition metric
Check a box in each column. Consider alteration to the ground surface (GS) in the assessment area and vegetation structure (VS) in the
assessment area. Compare to reference wetland if applicable (see User Manual). If a reference is not applicable, then rate the assessment
area based on evidence an effect.
GS VS
®A ®A Not severely altered
❑B ❑B Severely altered over a majority of the assessment area (ground surface alteration examples: vehicle tracks, excessive
sedimentation, fire -plow lanes, skidder tracks, bedding, fill, soil compaction, obvious pollutants) (vegetation structure
alteration examples: mechanical disturbance, herbicides, sale intrusion [where appropriate], exotic species, grazing, less
diversity [if appropriate], hydrologic alteration)
2. Surface and Subsurface Storage Capacity and Duration — assessment area condition metric
Check a box In each column. Consider surface storage capacity and duration (Surf) and sub -surface storage capacity and duration (Sub).
Consider both increase and decrease in hydrology. A ditch 5 1 fool deep is considered to affect surface water only, while a ditch > 1 foot
deep is expected to affect both surface and sub -surface water. Consider tidal flooding regime, if applicable.
Surf Sub
®A ®A Water storage capacity and duration are not altered.
❑B ❑B Water storage capacity or duration are altered, but not substantially (typically, not sufficient to change vegetation).
❑C ❑C Water storage capacity or duration are substantially altered (typically, alteration sufficient to result in vegetation change)
(examples: draining, flooding, soil compaction, filling, excessive sedimentation, underground utility lines).
3. Water Storage/Surface Relief — assessment area/wetland type condition metric (skip for all marshes)
Check a box In each column. Select the appropriate storage for the assessment area (AA) and the wetland type (WT).
AA WT
3a. ❑A ❑A Majority of wetland with depressions able to pond water > 1 deep RECEIVED
❑B ❑B Majority of wetland with depressions able to pond water 6 inches to 1 foot deep
❑C ❑C Majority of wetland with depressions able to pond water 3 to 6 inches deep
®D OD Depressions able to pond water < 3 inches deep
3b. ❑A Evidence that maximum depth of inundation is greater than 2 feet AUG 2 0 2o19
❑B Evidence that maximum depth of inundation is between 1 and 2 feet
❑C Evidence that maximum depth of inundation is less than 1 foot DCM-MHD CITY

4. Soil Texture/Structure -assessment area condition metric (skip for all marshes)
Check a box from each of the three soil property groups below. Dig soil profile in the dominant assessment area landscape feature.
Make soil observations within the top 12 inches. Use most recent National Technical Committee for Hydric Soils guidance for regional
indicators.
4a. ®A Sandy soil
❑B Loamy or clayey soils exhibiting redoximorphic features (concentrations, depletions, or rhizospheres)
❑C Loamy or clayey soils not exhibiting redoximorphic features
❑D Loamy or clayey gleyed soil
❑E Histosol or hisfic epipedon
4b. ®A Soil ribbon < 1 inch
❑B Soil ribbon z 1 inch
40. ®A No peat or muck presence
❑B A peat or muck presence
5. Discharge Into Wetland - opportunity metric
Check a box in each column. Consider surface pollutants or discharges (Surf) and sub -surface pollutants or discharges (Sub). Examples
of sub -surface discharges include presence of nearby septic tank, underground storage tank (UST), etc.
Surf Sub
®A ®A Little or no evidence of pollutants or discharges entering the assessment area
❑B ❑B Noticeable evidence of pollutants or discharges entering the wetland and stressing, but not overwhelming the
treatment capacity of the assessment area
❑C ❑C Noticeable evidence of pollutants or discharges (pathogen, particulate, or soluble) entering the assessment area and
potentially overwhelming the treatment capacity of the wetland (water discoloration, dead vegetation, excessive
sedimentation, odor)
6. Land Use - opportunity metric (skip for non -riparian wetlands)
Check all that apply (at least one box in each column). Evaluation involves a GIS effort with field adjustment. Consider sources draining
to assessment area within entire upstream watershed (WS), within 5 miles and within the watershed draining to the assessment area (5M),
and within 2 miles and within the watershed draining to the assessment area (2M).
WS 5M 2M
❑A ❑A ❑A > 10% impervious surfaces
❑B ❑B ❑B Confined animal operations (or other local, concentrated source of pollutants
❑C ❑C ❑C t 20% coverage of pasture
❑D ❑D ❑D a 20% coverage of agricultural land (regularly plowed land)
❑E ❑E ❑E t 20% coverage of maintained grass/herb
❑F ❑F ❑F z 20% coverage of dear -cut land
❑G ❑G ❑G Little or no opportunity to improve water quality. Lack of opportunity may result from little or no disturbance in
the watershed or hydrologic alterations that prevent drainage and/or overbank flow from affecting the
assessment area.
7. Wetland Acting as Vegetated Buffer -assessment area/wetland complex condition metric (skip for non -riparian wetlands)
7a. Is assessment area within 50 feet of a tributary or other open water?
[]Yes ®No If Yes, continue to 7b. If No, skip to Metric 8.
Welland buffer need only be present on one side of the water body. Make buffer judgment based on the average width of wetland.
Record a note if a portion of the buffer has been removed or disturbed.
7b. Haw much of the first 50 feet from the bank is wetland? (Welland buffer need only be present on one side of the .water body. Make
buffer judgment based on the average width of wetland. Record a note if a portion of the buffer has been removed or disturbed.)
❑A z 50 feet
❑B From 30 to < 50 feet
❑C From 15 to < 30 feet
❑D From 5 to < 15 feet
❑E < 5 feet gr buffer bypassed by ditches
7c. Tributary width. If the tributary is anastomosed, combine widths of channels/braids for a total width.
❑s 15-feet wide ❑> 15-feet wide ❑ Other open water (no tributary present)
7d. Do roots of assessment area vegetation extend into the bank of the tributary/open water?
❑Yes []No
7e. Is stream or other open water sheltered or exposed?
[]Sheltered - adjacent open water with width < 2500 feet and no regular boat traffic.
❑Exposed - adjacent open water with width i 2500 feet gt regular boat traffic.
8. Wetland Width at the Assessment Area -wetland type/wetland complex condition metric (evaluate WT for all marshes and
Estuarine Woody Wetland only; evaluate WC for Bottomland Hardwood Forest, Headwater Forest, and Riverine Swamp Forest
only)
Check a box In each column for riverine wetlands only. Select the average width for the wetland type at the assessment area (WT) and
the wetland complex at the assessment area (WC). See User Manual for WT and WC boundaries.
Wr WC
❑A ❑A z 100 feet
❑B ❑B From 80 to < 100 feet
❑C ❑C From 50 to < 80 feet RECEIVED y 'G e 111
❑D ❑D From 40 to < 50 feet
❑E ❑E From 30 to < 40 feet
OF OF From 15 to < 30 feet AUG 2 O `
❑G ❑G From 5 to < 15 feet
❑H ❑H <5 feet �...
DCM-MHD CITY

9. Inundation Duration — assessment area condition mettle (skip for non -riparian wetlands)
Answer for assessment area dominant landform.
NA Evidence of short -duration inundation (< 7 consecutive days)
❑B Evidence of saturation, without evidence of inundation
❑C Evidence of long -duration inundation or very long -duration inundation (7 to 30 consecutive days or more)
10. Indicators of Deposition — assessment area condition metric (skip for non -riparian wetlands and all marshes)
Consider recent deposition only (no plant growth since deposition).
NA Sediment deposition is not excessive, but at approximately natural levels.
❑B Sediment deposition is excessive, but not overwhelming the wetland.
❑C Sediment deposition is excessive and is overwhelming the wetland.
11. Wetland Size — wetland type/wetland complex condition metric
Check a box In each column. Involves a GIS effort with field adjustment. This metric evaluates three aspects of the wetland area: the
size of the wetland type (WT), the size of the wetland complex (WC), and the size of the forested wetland (FW) (if applicable, we User
Manual). See the User Manual for boundaries of these evaluation areas. If assessment area is clear-cut, select "K" for the FW column.
WT WC FW (if applicable)
OA ❑A ❑A z 500 acres
EIB OB ❑B From 100 to < 500 acres
❑C ❑C OC From 50 to < 100 acres
OD ❑D ❑D From 25 to < 50 acres
❑E ❑E ❑E From 10 to < 25 acres
OF ❑F OF From 5 to < 10 acres
❑G OG ❑G From 1 to <5 acres RECEIVED
OH OH OH From 0.5 to < 1 acre
01 ❑I ❑I From 0.1 to < 0.5 acre
9.1 NJ NJ From 0.01 to < 0.1 acre AUG 2 0 2019
❑K ❑K ❑K < 0.01 acre or assessment area is clear-cut
12. Welland Intactness — wetland type condition metric (evaluate for Pocosins only) DCM_
CIA Pocosin is the full extent (z 90%) of its natural landscape size. MI ID CITY
❑B Pocosin type is < 90% of the full extent of its natural landscape size.
13. Connectivity to Other Natural Areas — landscape condition metric
13a. Check appropriate box(es) (a box may be checked in each column). Involves a GIS effort with field adjustment. This metric
evaluates whether the wetland is well connected (Well) and/or loosely connected (Loosely) to the landscape patch, the contiguous
naturally vegetated area and open water (if appropriate). Boundaries are formed by four -lane roads, regularly maintained utility line
corridors the width of a four -lane road or wider, urban landscapes, maintained fields (pasture and agriculture), or open water > 300
feet wide.
Well Loosely
❑A
❑A
z 500 acres
08
NB
From 100 to < 500 acres
❑C
❑C
From 50 to < 100 acres
❑D
OD
From 10 to < 50 acres
OE
❑E
< 10 acres
❑F
OF
Wetland type has a poor or no connection to other natural habitats
13b. Evaluate for marshes only.
OYes ❑No Wetland type has a surface hydrology connection to open waters/stream or tidal wetlands.
14. Edge Effect —wetland type condition metric (skip for all marshes and Estuarine Woody Wetland)
May involve a GIS effort with field adjustment. Estimate distance from wetland type boundary to artificial edges. Artificial edges include
non -forested areas i 40 feet wide such as fields, development, roads, regularly maintained utility line corridors, and clear -cuts. Consider
the eight main points of the compass. Artificial edge occurs within 150 feet in how many directions? If the assessment area is clear cut,
select option "C."
❑A 0
❑B 1to4
OC 5to8
15. Vegetative Composition —assessment area condition metric (skip for all marshes and Pine Flat)
NA Vegetation is close to reference condition in species present and their proportions. Lower strata composed of appropriate
species, with exotic plants absent or sparse within the assessment area.
OB Vegetation is different from reference condition in species diversity or proportions, but still largely composed of native species
characteristic of the wetland type. This may include communities of weedy native species that develop after clearcutting or clearing.
It also includes communities with exotics present, but not dominant, over a large portion of the expected strata.
❑C Vegetation severely altered from reference in composition, Q[ expected species are unnaturally absent (planted stands of non -
characteristic species or at least one stratum inappropriately composed of a single species), or exotic species are dominant in at
least one stratum.
16. Vegetative Diversity —assessment area condition metric (evaluate for Non -tidal Freshwater Marsh only)
❑A Vegetation diversity is high and is composed primarily of native species (< 10% cover of exotics).
❑8 Vegetation diversity is low or has > 10% to 50% cover of exotics.
OC Vegetation is dominated by exotic species (> 50 % cover of exotics).

17. Vegetative Structure — assessment arealwetland type condition metric
17a. Is vegetation present?
NYes []No If Yes, continue to 171b. If No, skip to Metric I&
17b. Evaluate percent coverage of assessment area vegetation for all marshes only. Skip to 17c for non -marsh wetlands.
❑A a 25% coverage of vegetation
❑B <25% coverage of vegetation
17c. Check a box in each column for each stratum. Evaluate this portion of the metric for non -marsh wetlands. Consider
structure in airspace above the assessment area (AA) and the wetland type (WT) separately.
TAA WP
o ❑A ❑A Canopy dosed, or nearly closed, with natural gaps associated with natural processes
`a ❑B ❑B Canopy present, but opened more than natural gaps
O NC NC Canopy sparse or absent
r
o ❑A
❑A
Dense mid-story/sapling layer
layer
❑B
❑B
Moderate density mid-story/sapling
NC
NC
Mid-story/sapling layer sparse or absent
2 []A
❑A
Dense shrub layer
Moderate density layer
.c NB
rn
NB
shrub
Shrub layer
❑C
❑C
sparse or absent
2 ❑A
❑A
Dense herb layer
_ ❑B
❑B
Moderate density herb layer
❑C
❑C
Herb layer sparse or absent
18. Snags —wetland type condition metric (skip for all marshes)
❑A Large snags (more than one) are visible (> 12 inches DBH, or large relative to species present and landscape stability).
NO Not A
19. Diameter Class Distribution — wetland type condition metric (skip for all marshes)
❑A Majority of canopy trees have stems > 6 inches in diameter at breast height (DBH); many large trees (> 12 inches DBH) are
present.
❑8 Majority of canopy trees have stems between 6 and 12 inches DBH, few are > 12 inch DBH.
NC Majority of canopy trees are < 6 inches DBH or no trees.
20. Large Woody Debris — wetland type condition metric (skip for all marshes)
Include both natural debris and man -placed natural debris.
❑A Large logs (more than one) are visible (> 12 inches in diameter, or large relative to species present and landscape stability).
NB Not A
21. VegetationlOpen Water Dispersion — wetland typelopen water condition metric (evaluate for Non -Tidal Freshwater Marsh only)
Select the figure that best describes the amount of interspersion between vegetation and open water in the growing season. Patterned
areas indicate vegetated areas, while solid white areas indicate open water.
A B C QID
'}�
22.. Hydrologic Connectivity — assessment area condition metric (evaluate for riparian wetlands and Salt/Brackish Marsh only)
Examples of activities that may severely alter hydrologic connectivity include intensive ditching, fill, sedimentation, channelization, diversion,
man-made berms, beaver dams, and stream incision. Documentation required if evaluated as 8, C, or D.
NA Overbank and overland flow are not severely altered in the assessment area.
❑B Overbank Flow is severely altered in the assessment area.
❑C Overland flow is severely altered in the assessment area.
❑D Both overbank and overland flow are severely altered in the assessment area.
Notes
RECEIVED 11.0cNNelI
'AUG 2 0 201t'+
DCM-MHD CITY ;`

NIC WAM Wetland Rating Sheet
Accompanies User Manual Version 5.0
Wetland Site Name WA WH WL hate of Assessment
10/10=17
Michael Wood & Nancy
Wetland Type Estuarine Woody Welland _ Assessor Name/Organization
Scott
Notes on Field Assessment Form (Y/N)
NO
Presence of regulatory considerations (Y/N)
YES
Welland is intensively managed (YIN)
NO
Assessment area is located within 50 feet of a natural tributary or other open water (Y/N)
NO
Assessment area is substantially altered by beaver (Y/N)
NO
Assessment area experiences overbank flooding during normal rainfall conditions (YIN)
NO
Assessment area is on a coastal island (Y/N)
YES
Sub -function Ratina Summa
Function Sub -function
Metrics
Rating
Hydrology Surface Storage and Retention
Condition
MEDIUM
Sub -surface Storage and
Retention
Condition
NA
Water Quality Pathogen Change
Condition
NA
Condition/Opportunity
NA
Opportunity Presence (Y/N)
NA
Particulate Change
Condition
NA
Condition/Opportunity NA
Opportunity Presence (Y/N) NA
Soluble Change Condition NA
Condition/Opportunity NA
Opportunity Presence (Y/N) NA
Physical Change Condition NA
Condition/Opportunity
NA
Opportunity Presence (Y/N)
NA
Pollution Change
Condition
MEDIUM
Condition/Opportunity
MEDIUM
Opportunity Presence (Y/N)
NO
Habitat Physical Structure
Condition
HIGH
Landscape Patch Structure
Condition
MEDIUM
Vegetation Composition
Condition
HIGH
Function Rating Summary
Hydrology
Water Quality
Habitat
Overall Wetland Rating MEDIUM
Condition
Condition
MEDIUM
uFnutu
Condition/Opportunity MEDIUM
Opportunity Presence (Y/N) NO
Condition HIGH
RECEIVED
'AUG 2 0 2019
DCM-MHD CITY

Appendix C
JD Request Form
RECEIVED
OUG 2 v:
DCM-MHb, C,, ,y

ctional Determination Request
US Army Corps
or Engineers
tM�m�nman name
This form is intended for use by anyone requesting ajurisdictional detcnnination (JD) from the
U.S. Anny Corps of Engineers, Wilmington District (Corps), Please include all supporting
information, as described within each category, with your request. You may submit your request
via mail, electronic mail. or facsimile. Requests should be sent to the appropriate project
manager of the county in which the property is located. A current list of project managers by
assigned counties can be found on-line at:
hurt. wg wsast.up;3ie.a_mt _tnrl Alr..nms Reeulatut� I'ermitl'rugrtnu C unraeh t inun}Luc:uur..r1il,
by calling 910-251-46.13, or by contacting any of the field offices listed below. Once your
request is received you will he contacted by a Corps project manager.
ASIIE\'ILLS & C'HARL(L'I'I E ItEGUI..OTOR\
FIELD OFFICES
US Amry Ceips of fingmcers
151 Patton Accnuc, Room 20)1
Ashen ille. North Carolina 24H111-5006
General Number: (a28) 271-7980
Fax Number: (8281281-8 110
WASIIINGTON REG( LA'I ORY FIELD OFFICE
US ,%nuy Corps ur L'agnavrx
2401 Wcsi Fifth Street
Washington. North Cambria 27H89
General Number: (9101251-4610
Fax Number. [phone]
WI IAIINGTON REGULATORY FIELD0F'FIC'E
RALEIGIIRFCULATORh FIELDOFFICE
(15AmryCorps ofRuimwen,
US Anny Cot Its of Engineers
69 Darlington Amu,!
3331 I1critage Trade Drive. State 10.5
Wibnington. North Carolina 2H403
RECEIVED
\Vakc Forcu. North (ending 27597
General Nunihcr:9ln-2S 1.4633
Gerw-ral Number 1919) 554-41494
Fax Number: 1910) 251-4025
Fax Number: (919) 362-41431
AUG E 0 2019
INSTRUCTIONS:
All requestors must complete Parts A, B, C, D, E, F and G. DCM-MHD CITY
NOTE TO CONSULTANTS AND AGENCIES: I('you are requesting.[ JD on be halfof a
paying client or your agency, please note the specific submittal requirements in Part H.
NOTE ON PART D PROPERTY OWNER AUTHORIZATION: Please he aware that
all 1D requests must include the current property owner au(holiza(ion I'or the Corps to
procettrd with the detcnnination, which may include inspection of the property when
necessary. This f'onn must be signed by the current property owner(s) or the owner(s)
authorized agent to be considered a complete request.
NOTE ON PART D - NCDOT RFOUESTS: Property owner au(horiziuionlnotilicalion for
JD rcquestsassocialed with North Carolina Deplutmcnl of Transportation (NCDOT)
projec(s will be conducted according to the current NC'DOT/USACF. protocols.
NOTE TO USDA PROGRAM PARTICIPANTS: A Corps approved or preliminary JD
may not be valid for flee wetland conservation provisions of the Foot) Security Act of
1985. Ifyou or your tenant are USDA Program participants. or anticipate participation in
USDA programs, you should also request a certified wetland detemtination Imal the local
ollice of the Natural Resources Conscrval ion Service. Prior to slarting work.
Version: May ?017 page I

Jurisdictional Determination Request
A. PARCEL INFORMATION
Street Address: Multiple Parcels
City. State:
County:
Rodanthe, NC
Dare
Parcel Index Number(s)(PIN): Multiple
Q. REQUESTOR INFORMATION
Name:
Mailing Address:
Telephone Number:
Electronic Mail Address:
Select one:
1 am the current property owner.
I am an Authorized Agent or Environmental Consultant,
Interested Buyer or UnderC'onlrao to Purchase
Other. please explain. _
RECEIVED
AUG 2 0
DCM-MHD CITY
C. PROPERTY OWNER INFORMATION'
Name: Multiple Owners _
Mailing Address: N/A
- Dceive!
Telephone Number: N/A
Electronic Mail Address: N/A
dust pntvitk eomplctcd Agent Authorization FontrLetter. - —
' Docurnmauon or ownership also needs lobe pm%ided with request (copy or Deed. L'ounty GIS Pared/Tax Record).
Verswu: May 2017 Page 2

jurisdictional Determination Request
D. PROPF.RTVAC'CESSCERTIFIC'ATION3-'
By signing below, I authorize representatives of the Wilmington District, U.S. Army Corps of
Engineers (Corps) to enter upon the property herein described for the purpose of conducting on -
site investigations, if nccessaiy, and issuinga jurisdictional detennination pursuant to Section
404 ol'the Clean Water Act and/or Section 10 of the Rivers and Harbors Act of 1899. I, the
undersigned, am either a duly authorized owner of record of the property identilied herein. or
acting as the duly authorized agent or the owner of record of the property.
Print Name
Capacity: ❑ Owner © Authorized Agents
Date
SwIlatiur
F. REASON FORM REQUEST: (Check as many as applicable)
RECEIVED
AUG 2 0 2019
I intend to construct/develop a projector perl'orm activities on this parcel which would be
designed to avoid all aquatic resources.
❑ I intend to construct/develop a project or perfonn activities on this parcel which would be
designed to avoid alljurisdictional aquatic resources under Corps authority.
❑✓ 1 intend to construct/develop a project or perform activities on this parcel which may
require authorization from the Corps, and theJ D would he used to avoidand minimize
impacts to jurisdictional aquatic resources and as an initial step in a future permitting
Ciry
IT
ess.
I ituend to construct/develop a project or perform activities on this parcel which may
require authorization from the Corps; this request is accompanied by my permit application
and the JD is to be used in the permitting process.
intend to construct/develop a projector perform activities in a navigable water of the
U.S. which is included on the district Section 10 list and/or is subject to the ebb and now of
the tide,
H A Corps JD is required in order obtain my locabslate authorization.
intend to contest jurisdiction over a particular aquatic resource and request the Corps
confirm that jurisdiction does/does not exist over the aquatic resource on the parcel
eI believe that the site may be comprised entirely of dry land. —
Other:
For NC WT requests Following the currem NC DOT/t!SACE protocols. skip to Part F.
Illhcre are multiple parcels owned by di Berm parties. please provide the following for each additional parcel on a
continuation sheet.
Must provide agent authorization lomt letter signed by oamMs).
Version: May 2017 Page 3

Jurisdictional Determination Request
F. JURISDICTIONAL DETERMINATION (JD) TYPE (Select One)
© I ant requesting that (he Corps provide a nreliminaty JD I'or the property identified herein.
A Preliminary Jurisdictional Detenninmion (PJD) provides an indication that there may
be "waters of the United States' or "navigable waters of the United States -on a property.
PJDs are sufficient as the basis for permit decisions. For the purposes oflietmitting, all
waters and wetlands on the property will be treated as if they are jurisdictional "waters of
the United States'. PJDs cannot be appealed (33 C.F.R. 33I.2): however, a PJD is
"preliminary" in the sense that an approved JD can be requested at any time. PJDs do
not expire.
❑ I am requesting 1hm the Corps provide an approved JD forthe property identified herein.
An Approved Jurisdictional De(etntinmion (AID) is a detemtinaion that
jurisdictional "waters o('the United States" or "navigable waters of the United
States" are either present or absent on a site. An approved JD identifies the limits of
waters on a site determined to be jurisdictional under the Clean Water Act and/or
Rivers and I larbors Act. Approved JDs are sufficient as the basis for permit
decisions. AJDs are appealable 133 C.F.R. 331.2). The results of the AID will be
posted on the Corps website. A landowner. permit applicant. or other "affected
party" (33 C.F.R. 331.2) who receives an AID may rely upon the AID for five years
(subject to certain limited exceptions explained in Regulatory Guidance Letter 05-
02).
❑ I am unclear as to which JD I would like to request and require additional information
to inform my decision.
G. ALLREQUESTS
RECEIVED
© Map of Property or Project Area. This Map must clearly depict the boundaries of the
review area. MIS 2 0
✓0 Size of Property or Review Arco 113 acres. DCM-MHD CITY
❑ The property boundary (or review area boundary) is clearly physically marked on the site.
Vemou: MaN Y117 Pahc

Jurisdictional Determination Request
H. REQUESTS FROM CONSULTANTS
© Project CoordintuesIDec inlal Degrees): Latitude: 35.618793 _
Longiwde:-75.648456
© A legible delineation map depicting the aquatic resources and the property/review area.
Delineation maps must be no larger than I 1 x 17 and should contain the following: (Corps
signature of submitted survey plats will occur alter the submitted delineation map has been
reviewed and approved)'
• North Arrow
• Graphical Scale
• Boundary of Review Area
• Dale
RECEIVED
AUG 2 0 2vq
• Location of data points 1'or each Wetland Determination Data Form orDCiAttljdHD CITY
assessment reach.
For Approved Jurisdictional Determinations:
• Jurisdictional wetland feautres should be labeled as Wetland Waters of 1he US. 404
wetlands, e(c. Please include the acreage of these features.
■ Jurisdictional non -wetland features (i.e. tidal/navigable waters, tributaries,
impoundments) should be labeled as Non -Wetland Waters of the US, stream. tributary.
Opel) water, relatively permanent water. pond, etc. Please include the acreage or linear
length of each of these features as appropriate.
IN Isolated waters, waters that lack a significant nexus to navigable waters, or non -
jurisdictional upland features should be identified as Non -Jurisdictional. Please
include a justification in the label regarding why the feature is non jurisdictional (i.e.
"Isolated". "No Significant Nexus', or "Upland Feature"). Please include the acreage
or linear length ofthese features as appropriate.
Fur Preliminary Jurisdictional Determinalions:
• Wetland and non -wetland features should not be identified as Jurisdictional. 404.
Waters of the United States, or anything that implies jurisdiction. These features can be
identified as Potential Waters of the United States, Potential Non -wetland Waters of
the United States, wetland, stream. open water, etc. Please include the acreage and
linear length ofthese features as appropriate.
✓❑ Completed Wetland Determination Data Forms 11or appropriate region
(at least one wetland and one upland form needs to be completed I'm each wetland type)
" Pleasc refer to the guidance document lined -Surrey Standurds for Jurisdictional Puberminations" to ensure that the
ti11pI111ed n1aP IIICCI1Ihe IN:iCtiWfV Illil(�PIa�: tiL'llldar(ti. r/t�!�1\ WN.fJW 111Ai1:..111a1.1111( xI1S�lalli.r!\_�il:�pn• 1'enun
veniou: May '_o 17 Page 5

Jurisdictional Determination Request
✓❑ Completed appropriate Jurisdictional Determination florin
• PJDs. please complete a Preliminary Jurisdictional Determination Formrand include the
Aquatic Resource Table
• :WDs, please complete an Atiproved Jurisdictional Determination Form"
Q
Vicinity Map
❑✓
Aerial Photograph
a✓
USGS Topographic Map
Soil Survey Map
❑ Other Maps. as appropriate (e.g. National Welland Inventory Map. Proposed Site
Plan, previous delineation maps. LIDAR maps. FF.MA Iloodplain maps)
Landscape Photos(iflaken)
❑✓ NC•SAM andior NC WAM Assessment Forms and Rating Sheets
NC Division of Water Resources Stream Identification Forms
❑ Other Assessment corms
' _oux ww n.nr.gnn,nul Port:Ui'V tloe.!_eulan,rs itgdyk� ID y(il tl&•tl!
` Please see bap aystiv. att n a.a .0 nn,_mnit I(cgul.ptor%_ Pc -;nu( l'. oh:ra
RECEIVED
'AUG 2 0
DCM-MHD CITY
uml tillahle pill
Principal Purpose: The infonnalion Thal ,you provide will be used in evaluating your request to deienn ine
whether there arc any aquatic resources within the project area suhlcct to federal jurisdiction under the regulatory
authorities referenced above.
Routine Uses: This information uwv he shared with the Dcparmcm of Justice and other feckral. slate. and lucal
government agencies. and the public. and may be uwdc available as pan ol'a public notice as required by (idcral
law. Your nanic:md property location where fedemljurisdiction is tobedeicnnincd will be included in the
approredjurisdicl iota! determination (.41D). which will be ntadcavai labic to the public on the District's wcbsilc
andon the Ileadquarters USAGE stebsilc,
Dischosurc: Submission ofrequesled information isvolunlary: hoacver, if information is not pros idsd, the
request for an All) cannot be evaluated norcan an AJD be issued
Wshat May)a17 Pnge0

ATTACHMENTA
PRELIMINARY JURISDICTIONAL DETERMINATION FORM
BACKGROUND INFORMATION
A. REPORT COMPLETION DATE FOR PRELIMINARY JURISDICTIONAL
DETERMINATION (JD): December 9. 20t7
B. NAME AND ADDRESS OF PERSON REQUESTING PRELIMINARY JD: RECEIVED
Mkhaal Turchy, 159a Mail SenAce Center. Raleigh, NC 27699-1596
AUG 2 0 .
C. DISTRICT OFFICE, FILE NAME, AND NUMBER:
Wilmirsoon Field Office DCM-MHD CITY
D. PROJECT LOCATION(S) AND BACKGROUND INFORMATION:
8.2500E Rodanlhe Breach Improvements. Rodanthe, Dam County, NC
(USE THE ATTACHED TABLE TO DOCUMENT MULTIPLE WATERBODIES AT DIFFERENT
SITES)
State: NC
County/parish/borough: Dam
City: Rodanlhe
Center coordinates of site (lat/long in degree decimal formal):
Lat. 35.616793 ON; Long.-7514e+56
Universal Transverse Mercator:
Name of nearest waterbody: Pamlico Sound
Identify (estimate) amount of waters in the review area:
Non -wetland waters:
linear feet: width (ft) and/or
Cowardin Class:
Stream Flow,
Wetlands: 0.68 acres.
Cowardln Class: Estuarine
eW
acres.
Name of any water bodies on the site that have been identified as Section 10
waters:
Tidal: _
Non -Tidal:

E. REVIEW PERFORMED FOR SITE EVALUATION (CHECK ALL THAT
APPLY):
❑ Office (Desk) Determination. Dale.
❑ Field Determination. Dale(s):
SUPPORTING DATA. Data reviewed for preliminary JD
(check all that apply • checked items should be included in case file and,
we checked and requested, appropriately reference sources below):
MMaps, plans, plots or plat submitted by or on behalf of the
0 Data sheets prepared/submitted by or on behalf of the RECEIVED
app❑nt/consullant.
Office concurs with data sheets/delineation report. AUG Z 0
Office does not concur with data sheets/delineation report.
DCM-MHD CITY
❑ Data sheets prepared by the Corps:
❑ Corps navigable waters' study:
❑ U.S. Geological Survey Hydrologic Atlas:
❑ USGS NHD data
❑ USGS B and 12 digit HUC maps
❑ U.S. Geological Survey map(s). Cite scale & quad name:
❑ USDA Natural Resources Conservation Service Soil Survey.
Citation.
❑ National wetlands inventory map(s). Cite name.
❑ Slate/Local wetland inventory map(s):
❑ FEMA/FIRM maps:
❑ 100-year Floodplain Elevation is:
(National Geodectic Vertical Datum of 1
❑ Photographs: ❑ Aerial (Name & Dale): ___ or
❑ Other (Name & Date):__
❑ Previous determinalion(s). File no. and date of response letter:__
❑ Other information (please specify):
7

1. The Corps of Engineers believes that there may be jurisdictional waters of the
United Slates on the subject site, and the permit applicant or other affected party
who requested this preliminary JD is hereby advised of his or her option to
request and obtain an approved jurisdictional determination (JD) for that site.
Nevertheless, the permit applicant or other person who requested this
preliminary JD has declined to exercise the option to obtain an approved JD in
this instance and at this time.
2. In any circumstance where a permit applicant obtains an individual permit, or
a Nationwide General Permit (NWP) or other general permit verification requiring
"pre -construction notification" (PCN), or requests verification for a non -reporting
NWP or other general permit, and the permit applicant has not requested an
approved JD for the activity, the permit applicant is hereby made aware of the
following: (1) the permit applicant has elected to seek a permit authorization
based on a preliminary JD, which does not make an official determination of
jurisdictional waters; (2) that the applicant has the option to request an approved
JD before accepting the terms and conditions of the permit authorization, and
that basing a permit authorization on an approved JD could possibly result in less
compensatory mitigation being required or different special conditions; (3) that
the applicant has the right to request an individual permit rather than accepting RECEIVED
the terms and conditions of the NWP or other general permit authorization; (4)
that the applicant can accept a permit authorization and (hereby agree to comply AUG 2 0
with all the terms and conditions of that permit, including whatever mitigation
requirements the Corps has determined to be necessary; (5) that undertaking
any activity in reliance upon the subject permit authorization without requesting DCM-MHD CITY
an approved JD constitutes (he applicant's acceptance of the use of the
preliminary JD, but that either form of JD will be processed as soon as is
practicable; (6) accepting a permit authorization (e.g., signing a proffered
individual permit) or undertaking any activity in reliance on any form of Corps
permit authorization based on a preliminary JD constitutes agreement that all
wetlands and other water bodies on the site affected in any way by that activity
are jurisdictional waters of the United States, and precludes any challenge to
such jurisdiction in any administrative or judicial compliance or enforcement
action, or in any administrative appeal or in any Federal court; and (7) whether
the applicant elects to use either an approved JD or a preliminary JD, that JD
will be processed as soon as is practicable. Further, an approved JD, a proffered
individual permit (and all terms and conditions contained therein), or individual
permit denial can be administratively appealed pursuant to 33 C.F.R. Part 331,
and that in any administrative appeal, jurisdictional issues can be raised (see 33
C.F.R. 331.5(ax2)). If, during that administrative appeal, it becomes necessary
to make an official determination whether CWA jurisdiction exists over a site, or
to provide an official delineation of jurisdictional waters on the site, the Corps will
provide an approved JD to accomplish that result, as soon as is practicable.

RECEIVED
AUG 20
DCM-MHD CITY

U.S. ARMY CORPS OF ENGINEERS
WILMINGTON DISTRICT
Action Id.200511074 County: Dare U.S.G.S. Quad: Rodanthe
NOTIFICATION OF JURISDICTIONAL DETERMINATION
Property Owner/Agent: Black Mar Gut / Attn. Steven Shriver RECEIVED
Address: Post eo. N Boa Carolina
COPY Mauteo. North Caroliva 27954 AUG 2 0 2019
Telephone No.: (252) 75-5935 ')CM-MHD CI
Property description: N
Size (acres) 9.37 Nearest Town Rodanthe
Nearest Waterway Pamlico Sound River Basin Tar -Pamlico
USGS HUC 03020105 Coordinates N 35.594981 W-75.472509
Location description A 9.37 acre tract with wetlands (4.03 acres) ndiacent to Pamlico Sound located on Myrna
Peters Drive west off NC 12 in Rodanthe Dare County North Carolina Dare County PIN 4 0649 20 901141and a
Portion of 0649 20 90 4108.
Indicate Which of the Following Apply:
_ Based on preliminary information, there may be wetlands on the above described property. We strongly suggest you have
this property inspected to determine the extent of Department of the Army (DA) jurisdiction. To be considered final, a
jurisdictional determination must be verified by the Corps. This preliminary determination is not an appealable action
under the Regulatory Program Administrative Appeal Process ( Reference 33 CFR Part 331).
_ There are Navigable Waters of the United States within the above described property subject to the permit requirements of
Section 10 of the Rivers and Harbors Act and Section 404 of the Clean Water Act. Unless there is a change in the law or
our published regulations, this determination may be relied upon for a period not to exceed five years from the date of this
notification,
X There are wetlands on the above described property subject to the permit requirements of Section 404 of the Clean Water
Act (CWA)(33 USC § 1344). Unless there is a change in the law or our published regulations, this determination may be
relied upon for a period not to exceed five years from the date of this notification.
_ We strongly suggest you have the wetlands on your property delineated. Due to the size of your property and/or our
present workload, the Corps may not be able to accomplish this wetland delineation in a timely manner. For a more timely
delineation, you may wish to obtain a consultant. To be considered final, any delineation must be verified by the Corps.
_ The wetland on your property have been delineated and the delineation has been verified by the Corps. We strongly
suggest you have this delineation surveyed. Upon completion, this survey should be reviewed and verified by the Corps.
Once verified, this survey will provide an accurate depiction of all areas subject to C WA jurisdiction on your property
which, provided there is no change in the law or our published regulations, may be relied upon for a period not to exceed
five years.
X The wetlands have been delineated and surveyed and are accurately depicted on the plat signed by the Corps
Regulatory Official identified below on 6/9/2005. Unless there is a change in the law or our published regulations, this
determination may be relied upon for a period not to exceed five years from the date of this notification.
_ There are no waters of the U.S., to include wetlands, present on the above described property which are subject to the
permit requirements of Section 404 of the Clean Water Act (33 USC 1344). Unless there is a change in the law or our
published regulations, this determination may be relied upon for a period not to exceed five years from the date of this
notification.
X The property is located in one of the 20 Coastal Counties subject to regulation under the Coastal Area Management Act
(CAMA). You should contact the Division of Coastal Management in Elizabeth City, NC, at [phone] to determine
their requirements.
Page 1 of 2

JURISDICTIONAL DETERMINATION Revised 9/13/04
U.S. Army Corps of Engineers
DISTRICT OFFICE: CESAW-RG-W
FILE NUMBER: 200511074
PROJECT LOCATION INFORMATION:
State: North Carolina
ECEIVED
County: Dare
Center coordinates of site (latitude/longitude): N 35.594981/ W-75.472509
Approximate size of area (parcel) reviewed, including uplands: 9.37 acres. A U G 2 0 2019
Name of nearest waterway: Pamlico Sound
Name of watershed: Tar -Pamlico River Basin
JURISDICTIONAL DETERMINATION 0CM-MHD CITY
Completed: Desktop determination Date:
Site visits) , Date(s): 03/312005
Jurisdictional Determination (JD):
® Preliminary JD - Based on available information, ❑ there appear to be (or) ❑ there appear to be no "waters of the United States"
and/or "navigable waters of the United States" on the project site. A preliminary JD is not appealable (Reference 33 CFR part
331).
Approved ID — An approved JD is an appealable action (Reference 33 CFR part 331).
Check all that apply:
® There are "navigable waters of the United States" (as defined by 33 CFR part 329 and associated guidance) within the reviewed
area. Approximate size ofjurisdictional area:
IN There are "waters of the United States" (as defined by 33 CFR part 328 and associated guidance) within the reviewed area.
Approximate size ofjurisdictional area: 4.03 acres.
[� There are "isolate4 non -navigable, infra -state wafers or wetlands" within the reviewed area.
0 Decision supported by SWANCC/Migratory Bird Rule Information Sheet for Determination of No Jurisdiction.
BASIS OF JURISDICTIONAL DETERMINATION:
A. Waters defined under 33 CFR part 329 as "navigable waters of the United States":
The presence of waters that are subject to the ebb and flow of the tide and/or are presently used, or have been used in
the past, or may be susceptible for use to transuOrt interstate or foreign commerce,
B. Waters defined under 33 CFR part 328.3(a) as "waters of the United States":
(1) The presence of waters, which are currently used, or were used in the past, or may be susceptible to use in
interstate or foreign commerce, including all waters which are subject to the ebb and flow of the tide.
(2) The presence of interstate waters including interstate wetlands .
(3) The presence of other waters such as intrastate lakes, rivers, streams (including intermittent streams), mudflats, sandflats,
wetlands, sloughs, prairie potholes, wet meadows, playa lakes, or natural ponds, the use, degradation or destruction of which could
affect interstate commerce including any such waters (check all that apply):
❑ (i) which are or could be used by interstate or foreign travelers for recreational or other purposes.
❑ (ii) from which fish or shellfish are or could be taken and sold in interstate or foreign commerce.
❑ (iii) which are or could be used for industrial purposes by industries in interstate commerce.
(4) Impoundments of waters otherwise deleted as waters of the US.
(5) The presence of a tributary to a water identified in (1) — (4) above.
(6) The presence of territorial seas.
(7) The presence of wetlands adjacent' to other waters of the US, except for those wetlands adjacent to other wetlands.
Rationale for the Basis of Jurisdictional Determination (applies to any boxes checked above). Ifthe jurisdictional water or
wetland is not itself a navigable water of the United States, describe connection(s) to the downstream navigable waters. IfB(l) "or B(3)
is used as the Basis of Jurisdiction, document navigability and/or interstate commerce connection rj.e., discuss site condttio sr including
Why the waterbody is navigable and/or how the destruction of the waterbody could affect interstate or foreign commerce). IfB(l, 4, 5 or
6) is used as the Boots of Jurisdiction, document the rationale used to make the determination IfB(/) is used as the Basis of
Jurisdiction, document the rationale used to make adjacency determination This site exhibits wetland criteria as described in the 1987
Corps Wetland Delineation Manual and is adjacent to the Pamlico Sound.

RECEl
AUG 2 0 2019
DCM-MHr) nmv
Applicant: Steven Shriver I File Number. 200511074
1 Date: Ot5/092005
Attached is:
See Section below
INITIAL PROFFERED PERZ Tf (Standard Permit or Letter of
A
permission)
PROFFERED PERMIT Standard Permit or Letter of scion
B
PERMIT DENIAL
C
APPROVED JURISDICTIONAL DETERMINATION
D
DWaT TaATM AD V. rTMTOTNT�'r`Ti� TA rnmr.i„.........,:..
w un Ar UvirP4nIIV�N -:; _:
A: INITIAL PROFFERED PERMIT: You may accept or object to
• ACCEPT: If you received a Standard permit, you may sign the permit document and return it to the district engineer for final
authorization. If you received a Letter of Permission (LOP), you may accept the LOP and your work is authorized. Your signature
on the Standard Permit or acceptance of the LOP means that you accept the permit in its entirety, and waive all rights to appeal the
permit, including its terms and conditions, and approved jurisdictional determinations associated with the permit.
• OBJECT: If you object to the permit (Standard or LOP) because of certain terms and conditions therein, you
may request that the permit be modified accordingly. You must complete Section H of this form and return
the form to the district engineer. Your objections must be received by the district engineer within 60 days of
the date of this notice, or you will forfeit your right to appeal the permit in the future. Upon receipt of your
letter, the district engineer will evaluate your objections and may: (a) modify the permit to address all of your
concerns, (b) modify the permit to address some of your objections, or (c) not modify the permit having
determined that the permit should be issued as previously written. After evaluating your objections, the
district engineer will send you a proffered permit for your reconsideration, as indicated in Section B below.
You may accept or appeal the permit
• ACCEPT: Myou received a Standard Permit, you may sign the permit document and return it to the district engineer for final
authorization. If you received a Letter of Permission (LOP), you may accept the LOP and your work is authorized. Your signature
on the Standard Permit or acceptance of the LOP means that you accept the permit in its entirety, and waive all rights to appeal the
permit, including its terms and conditions, and approved jurisdictional determinations associated with the permit.
• APPEAL: If you choose to decline the proffered permit (Standard or LOP) because of certain terms and
conditions therein, you may appeal the declined permit under the Corps of Engineers Administrative Appeal
Process by completing Section 11 of this form and sending the form to the division engineer. This form must
be received by the division engineer within 60 days of the date of this notice.
PERMIT DENIAL: You may appeal the denial of a permit under the Corps of Engineers Administrative
A,ppeal Process by completing Section 11 of this form and sending the form to the division engineer. This form
nust be received by the division engineer within 60 days of the date of this notice.

�7001 0320
Pander County (Hampstead)
Loot "tar eat
DODD 7666 ?bi,i
I 7-
29021i2
Parma Ni, .cv
CAMA
MINOR DEVELOPMENT
PERMIT
ae authorized by Me Stale of North Cari Depenmem of E ovironmeM
od Natural Resources and IM CoaaW Reourw Commission for dwebpmenl
In an area of environmental curwem pursuant to Sectacn 113A-118 of the
General Simmvs,'Coamal Mu Manegemerm-
I.suadtoBruCe W. Rigging, Jr. authorizing development in F.c>•nraina chnrcl
m Lot 2 Live Oak Lanc ScottsHlii
m requemetlbMe permitteia applicmbn, dmtl 2-20-2002
Thuporentissuetlon 3-13-2002 is subject to oanplianw Willi the application and ails drawnng(where o,mal ant
worth. parmit, all applicable regulations and special conditions and were satfonh below. AnyviolationofthesetermsmayaobjaC
parmi to a fine, imprisonment or civil action, or may cause the permit w be null and wad.
THIS PERMIT AUTHORIZES LANDSCAPING (BORDER RErATNG WALL BETWEEN RIGGS AND
COWAND PROPERTIES,
ALL PROPOSED DEVELOPMENT AND ASSOCIATED CONSTRUCTION MUST BE DONE IN
ACCORDANCE WITH THE PERMITTED WORKPLAT DRAWINGS AS ORIGINALLY SUBMITTED
ON 02-20-2002.
1. ALL CONSTRUCTION MUST CONFORM TO THE NC BUILDING CODE REQUIREMENTS
AND ALL OTHER LOCAL, STATE, AND FEDERAL REGULATIONS.
2. ANY CHANGE OR CHANGES IN THE PLANS FOR DEVELOPMENT, CONSTRUCTION, OR
LAND USE ACTIVITIES WILL REQUIRE A RE-EVALUATION AND MODIFICATION OF THIS
PERMIT.
3. THE AMOUNT OF IMPERVIOUS SURFACE AREAS SHALL NOT EXCEED 2591. OF THE TAT
AREA WITHIN THE AREA OF ENVDROMENTAL CONCERN.
4. IN ORDER TO PREVENT SEDIMENTATION, A VEGETATED BUFFER ZONE MUST BE
MAINTAINED BETWEEN ALL DISTURBED AREAS AND THE ADJACENT W ATERSODY OR
MARSH.
5. PRIOR TO INITIATING ANY LAND -DISTURBING ACTIVITY A BARRIER LINE OF FILTER
CLOTH MIST BE INSTAI.IED BETWEEN THE LAND -DISTURBING ACTIVITY AND THE
ADIACENT MARSH OR WATER AREAS, UNIH. SUCH TIME AS THE AREA HAS BEEN
PROPERLY STABILIZED WITH A VEGETATED COVER.
6. PURSUANT TO 15 NCAC, SUBCHAPTER 71.0406 (13). THIS PERMIT MAY NOT BE
ASSIGNED, TRANSFERRED, SOLD OR OTHERWISE DISPOSED OF TO A THIRD -PARTY.
This permit action may be appealed by the permlttae or other
qualified persons within twenty (20) days a the issuing time.
From the date of an appeal, any work concluded under this per-
mR ..at cease until the appeal is resolved.
This permit must be on the project site and accessible to the
permit officer when the project is inspected for compliance.
Any maintenance wroth or project moddications not covered
undo this permit requires further written permit approval.
AM work mum cease when Ihb permit eapires on December
In issuing this permit it is agreed the this project is consistent
with the local Land Use Plan and all applicable ordinances.
This permit may not be transferred to another may without
the written approval of the Division of Coastal Management.
Loral Permit 011wer (sgcature)
Dianna Rivenbzt _-ML-- — name
PO Box 444 Burgaw, Ne 28425
[phone]
- eocnss
-- Pe, minas
(sgnalwa nquketl A slmcbl co,ddbns above apply b permit
RECEIVED
AUG 2 0 2019
19 A-MHD CITY

NCEPA Statement of Compliance
The proposed development at Rodnthe Boating Access Area involves public
funds. The project does not significantly affect the quality of the environment.
The project is in compliance with the North Carolina Environmental Policy Act per
N.C.G.S. 113A 1-10.
Received
ocm-FC
RECEIVED
AUG 2 0 2019
DCM-MHD CITY

NWL = 0 Elevation
Typical wind tide ranges +/- V
L._—.
Is Offwls
Control Point, Nail
EI =3.36'
Existing 6' deep hole behind primitive launch area --.
Existing Contours (TYP.)
_.
Steve Midgeg, James Rasnake, Etals
Go James T Rasnake
5W2 Cryan In
-s vet'..dvA`I a pimigve Doat lboat awcn
Fence
--`"
-- -
---�--------- ------ �LACKMAR GUT: SAMQ W
Federal Mvigation Channel
Channel Depths are consistently 7'deep in Jaunary 2019.hydrographic survey
a
- _ 2004 404 Wetlands Line
Referenced from 2005 Stormwater Permit drawings
------ EMERGENCY
J �r-•-••••r-
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•.�.•-•.:.-��-._ • xisting trench drain-:
. ---
. 4.1 .
trench
HELIPAD
IF
Asphalt Driveways
an0 Parking
PROPERTY OWNER:
'.�.. .•i•. Dare County b�m'n a1
j P.O. Box 1 ODO
.
Manteo, NC 279 _ 7954
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-AUG 2 0 2019
'•;•;DCM-MHD CIl
Welland line, delineated by
NCDOT consultant 11/15/17.
Not confirmed by USACE
DME
• 2004 404 wetlands line
• Referenced from 2005
• Sformwater Permit Drawings
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80 0 80 160 Surveyed: MRL
____— . . . • _ _ • . . . • . ' __��.._��_�- i+---_--•— Desi9nM: SJS
`' • •' • A..t'�,ti�Si.�r-�.�•••� Drawn. SJS
• -r� . • . • . • . (. �- ARPo: Approved
_S Onsets -run Luw _- _---s-)�•�•� hxMe lbrben ONael Sheet No.
T_ f P.O. a 40 Scale 1" = 80'
------ � t¢oaalst.. NC ztsee to

it 1 it •1
:1
3 e�•'
15 Olbeu
NWL = 0 Elevation J�r
Typical wind tide ranges +/- 1'
Waterbody width=115'
at proposed ramp location
EMERG
;Jt
T/
•_<• •. •'•�� r •mac.:?_.-,-_s__. •-••
=o :�`' .. • •r , .< a r, : ' i, �_s_ • Existing trench drain ,
BLACKMAR GUT: SA/HQW
Federal Navigation Channel
Channel Depths are consistantly 7' deep in 2019 hydrographic survey
Ferry routinely dredges to depth of 10'
$bye Mitlgetl. J�� s% Rasnake, Bab
W James T fLk ,.
5502 Crym Lm_.
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Propery Area: 9.15 acres basin #1
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\I
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Referenced from 2005 Stormwater Permit drawings \� © f'- ! Wetland line, delineated by
0 ;0 j NCDOT consultant 11115/17 Cu m m
Not confirmed by USACE
-.�'.•• ��_._ � -< Q
03
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infiltration Stom!water Permit DrawingsLn
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Date
me
REV 7122/2019
_
_ iie Na:
I ^:''la-:a•�/C�+.---tr w�-�__�,-.—f 1 ._' _ — � surveyed: I
NOTE. n tormwater issued In 200 ii Designed
— -- —" NOTE: Density S '
---------- 5 } Drawn:
ApProveA'.
Sheet No.
1.1
sis
sds

10 1 '1 160
:1
f
Rem,ry nants of oa8'h houses-\I�flofl,
3 fish houses Were previously aAll extended to edge of channe
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f) in •• I File Na.:
rodanthe.dwg
Surveyed: MRl
�R+� Jf Ya1 Cesigrietl: SJS
�ee Drawn: SJS
il M I ` Approved:

:1 1 •1 160
:1
1s Onsets
NWL = 0 Elevation
2-lane boat ramp with
center floating dock and
courtesy platform
Notes:
1. No Wetlands impacts proposed.
2. Details/dimensions - see sheet 2.1
3. Stormwater details - see sheet 2.2
4. Ramp Area Details - see sheet 2.3
BLACKMAR GUT.- SAMQW
Federal Navigation Channel
ARPO:
Steve Mit9ett. James Rasnake. Pals
ao James T Rasnake
5502 Cryors Ln
Mt Kenney, VA 2W72
NEE W-At I
,m vF GETATEO Bu rEe
EME
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• .. �` - - • • . • .i:. _ ' . . ...� . � xisOng trench drain -
�/`---.-�: - • - • . (no impacts proposed)• •
•�,' • .+'
infiltration
basin #1
�5
1
1
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. •. •.•.. . . . . . .-. . . . . . .
--- — — t a-- - _':-
y ' NOTE: Property has existing High Density Stormwater
JJw v*, Ilereen O•Neal in place since 2005
-----� --- P.O. Box e0
Retentive. NC 27968 _
-.'.W90arrW .
(M.inmapft.prgPQ .'.'.'.
..
PETERS RD
. 'Wetlands
'. Tod inlpSds5 proposed)
RECEIVED
AUG 2 0 2019
DCM-MHD CITY
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Wetlands. i i
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t-
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p.---�400
i i I I k! L
G11a B Rip Rap edge protection
i t a C{
{tt}}
I
New row of vehicleArailer parking spaces. 177.0 I 8
Exempt pervious pavement. I ry { I -
Detail Sheet 8.0 �I A 1
Ribbon Curb
VxV concrete block edge protection
I
I
1
— 80.0
i
' wJ
Tevelop Existing gravel
an{i asphalt areas
e y and maneuver a
B Rip Rap edge protection
I r-
361
>
i i i i i i i i Weaands i i i i
i i i i (w impacts proposed) i i i
i i i i i i i i i i i i
i i i Existina Transformer and Area of planned light poles
New row of vehitlp./Itailnr narkiogspaces— _
Infiltrating pervious pavement.
Mail Sheet 8.0
300 -
160.0
Ribbon Curb New asphalt area to create 40'-wide drive aisle
.1'xl' edge protection
y Existing asphalt drive aisles for Recycling
Nam. and Helipad Access remain
I.0 m
8�8.6
I I�;
i li w! 1
121lool
I
IS
• n
2 boat ramps w/ center floating dock i y
Bulkheads parallel to ramps
Depth of -6' NWL (-5' NLW) vim..
Ferry Channel is 7' deep
15.0 8.0
20.075
1a
w
�N
' 30' BuHarICAMAy
1
EM
basil 82
Y DOCK
Ribbon Curb
1'xt' concrete block edge protection
Courtesy Dock/Unloading Area
Constructed @ elevation 2.5 out of hog slat docks
RECENED
AUG202019
DDM_MHD CIT1�
RECYCLING
CENTER
Stone shoulder remains south of trench drain
`N— Stone shoulder permitted as Impervious surface to be removed/9 sect
Ribbon Curb i i
295 Vkt' concrete block edge prof ion i i i
16.0 \-- i WoOands
llyiacts pr
Tt466
ft area of asphalt to be removed/repla with exempt pervious pavement.-
11 Detail SbeaFBE-----� ��
1
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BLACKMAR GUT SA/HQW
Federal Navigation Channel
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/ rodanthe.dwg
1 surveyed: MRL
I nelgned: sis
aawo: _ sjs
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i i
_------
i
i i i i
S
i i i p
i i i i i I
t'i
I p
:ifl
i i
�'riI s
STORMWATER MODIFICATION SUMMARY I p
1. No changes to Drainage Areas C-I. No changes
p
to existing trench drains.
i
----�- _—'"
8
2. Modification of Drainage Area A
---
a. Area of asphalt removed/replaced with
exempt pervious pavement-
b. New asphalt area constructed to provide 40'
driveway aisle behind trailer parking spaces.
c. No net increase in BUA of drainage area
d. Infiltration Basin #2 is unchanged.
3. Modification of Drainage Area B
a. New row of parking spaces constructed as
infiltrating pervious pavement.
b. Infiltrating pervious pavement replaced Infiltratio
Basin #3 and has storage volume for 2005 desigl,
storm. 1
c. Ratio of BUA draining to infiltrating pervious 1
pavement is 0.71
d. Small area of asphalt removed to create square
geogrid area.
e. No net increase in BUA of drainage area. I
rasw.nsrwar
4. Redevelopment of Drainage Area J i
a. This area is outside of the existing Stormwater 1
Permit Area. Area has been developed as
asphalt, gravel, docking access, and a primitive
-
ramp for over 30 years.
b. Asphalt driveway dock remains.
it 00.1
c. Additional asphalt and gravel areas to be I
removed.
d. New asphalt driveway and maneuver areas to be
constructioned. l
.i.. •�'
e. New row of vehicle -trailer spaces to be
constructed of exempt pervious pavement. •1 • • ` `
I. No net increase in BUA for this redevelopment
area.
I
5. Permeable Pavement signs as shown in MDC
Chapter C-5 shall be installed at both rows of parking. _
See Detail Sheet 8.0
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8 0 8 16
Scale 1" = 8'
Vinyl Sheets
CMI-9900
or prior approved equivalent
4x6 Whalers N
8" Tip Diameter Piles
Treated 2.5CCA
ASPHALT
36'
Min. spacing
b/w pile inner edges
7.5
on -center
spacing
along wall
(TYP)
Comer place
400 Cap Boards
06 Whaler
Comer piece —
FP475 Vinyl S
For connection
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6.1
6.0
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RECEIVED
AUG 2 0 Z019
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2x6 deck boards
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Area of Upland Construction i**7
Clearing of wooded areas, grading, and ■ Are of Grading
existing asphalt demolition an upland struction.
Area of asphalt and New asph It constru ion Area —
geogrid parking construction ■ _ _ _ _ _ _—
A a of Gra ing and upland construction.
Remove existing asphalt and replace
with geogrid pavement
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Area of Ramp Construction ■
Excavation to create ramps subgrade ■ ■
and Fill to construct stone base and concrete ramps ■ ■
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Area of Excavation ■
beyond proposed ramps —_■ ■
to connect to existing -6' depths ■
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GRADING NOTES:
1. All asphaR and ribbon curb constructed
adjacent to existing asphalt features shall create
smooth transitions to the existing asphalt.
2. All geo-grid areas sub -grade shall have a
maximum 2% cross slope.
3. Rip rapped areas between parking and property,
lines to be graded as necessary to stay in propert
_. „ 3.0
boundaries. II
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4. All other perimeter areas graded at maximum
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PROPOSED CONTOURS (TYP.)
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Proposed Left/South Ramp Profile
Scale: 1 "=10'
Top of Ramp/
Back of Ramp Apron r Begin Vertical Curve End Vertical Curve/
EI.=3.1' / El =3.2' r Begin 14% Slope
I I EI.=2.0'
20' Ramp Apron 1I
@ -0 5°k T 20' Vertical Curve 78' Total Ramp Length
L7__.ter—rrn 58' C 14%
Proposed Finished Ground Profile
Existing Ground Profile Existing Wood Bulkhead corner/
Location of new vinyl bulkhead
and fixed platform
VERTICAL CURVE DETAIL
Begin Vert. curve""-
Bac, of Aproe El =3 1" End or c.v.
/ I1 =32 PI29Begin 14% Slope
EI=2.5 El =20'
5' 5' 5 5 —{
Proposed Right/North Ramp Profile
Scale: 1 "=10'
Back of Ramp Apron
EI.=3.1'
20' Ramp Apron
@ -0.5%
Proposed Finished Ground Profile
Existing Ground Profile
20' Vertical Curve
Top of Ramp/
Begin Vertical Curve
EI.=3.2'
20' Vertical Curve
Received
End Vertical Curve/
Begin 14% Slope
El=2.0'
78' Total Ramp Length
58' @ 14% _
AMP STRUCTURES WILL CONSIST OF:
8R" Reinforced Concrete
6" No. 57 Stone
12" Class B Rip Rap
End of
Excavation Below NWL
50 CY Access Channel
90 CY Ramps
Excavation Above NWL
90 CY Ramps
TOTAL EXCAVATION TO CONSTRUCT RAMPS = 230 CY
End
=6'
r
Proposed Exoavatt 25'Beyad EM of Ramps
To Tie Yto Eaistrg Ferry Channel Depths
MIN/IW in /rMf 0I/BR rdTp CPCauSB
al evtsom 6'dmv fglem
existing lawa.'h area
Proposed Excavation Area
=6'
Proposed Excavation 25' Beyond mel of Ramps
To Tie into Ensing Ferry ixoth = l Depths
Average e+cavahan rRplh = 16'
in fm of Aghr ramp
Proposed Excavation Area
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(Irmo19
Fie Name:
rodanthei
Surveyed:
Designed:
Drawn: t
Approved
Theist N.N.
6.0
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Proposed Floating Dock Profile
Scale: 1"=10'
Back of Ramp Apron
EI.=3.1'
Top of Ramp/
Begin Vertical Curve
EI =3.2'
, Bollards
5.1' Sidewalk r8,
Proposed Waterfront Cross -Section View
Scale: 1 "=5'
Top of Vinyl Bulkhead
EI =3.2'
15.0 Ramp Slab
Ramp elevations vary down length of ramp
Varies from 3.2' to -6.0'
8'x8'x2' Concrete Abutment
EI.=3.2'
60' Floating Dock
(3 Q 20' each)
Proposed Ramp/Ground Profile
Floating Dock
Rests on ramps above NWL
with I'overlap,
I- 8.0 --
Ramp
Waterward piles left 6' over decking
(EI.=8.5')
Top of Vinyl Bulkhead
EI.=3.2'
15.0 Ramp Slab
End of Ramp
EI =-6.0'
r— Platform Elevation = 2.5'
Rough Cut 4x6
4x10 Hog Slat Sections (4)
17.0
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NW -O Elevation
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REV 7122/2019
File Nerve:
rodanlhe.dwg
surveyed: MRL
�Swie,i Sig
Drawn: _gis
6.1

Proposed Left/South Vinyl Bulkhead Profile
Scale: 1"=10'
14' Vinyl Sheets
Top of Ramp/
Begin Vinyl Bulkhead
EI.=3.2'
7.5'
on -center
(TYP)
Proposed Right/North Vinyl Bulkhead Profile
Scale: 1 "=10'
Top of Ramp/
�+ r�
Begin Vinyl Bulkhead
Receive r EI.=3.2'
14' Vinyl Sheets
7.5'
on -center
(TYP)
4.2
Piles on back of wall
are part of concrete platform
16' Timber Piles
End of Ramp
EI =-6.0
Proposed Ramp;Ground Profile
NOTE: Walls are designed as cantilever walls with NO TIEBACKS.
This will lessen temporary impacts in vegetaged buffer and allow
continous dock access by commercial fishing during project
construction.
3.75 staggered
on either side
beyond NWL
16' Timber Piles
End of Ramp
El.=-6.0
Proposed Ramp;Ground Profile
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61

2" ASPHALT PAVEMENT (S9.5B)
8" AGGREGATE BASE COURSE
COMPACTED SUBGRADE
ASPHALT PAVEMENT, TIE FLUSH TO CONCRETE BAND
12"X12"
CONCRETE /— PERMEABLE GRID PAVERS. FILL CELLS WATH 078 WASHED STONE
BAND AT EDGES WITH NO BAND, WRAP FABRIC
3000 PSI F UNDER GRID A MINIMUM OF B"
RECEIVED
AUG 2 0 2019
DCM-MHD CITY
CONCRETE BAND AND ASPHALT 1 L DO NOT COMPACT SUBGRADE BENEATH
PAVEMENT PERMEABLE PAVEMENT. SCARIFY SUBGRADE
IMMEDIATELY BEFORE INSTALLATION OF FABRIC
PERMEABLE GRID SPECIFICATION
'I O.o-10f WAbMtU scant
GRID TILES WILL BE 2" THICK AND 12' TO IT IN WIDTH AND
LENGTH. EACH TILE WILL HAVE 25 INDIVIDUAL CELLS. GRID
INSTALL 8OZ. NONWOVEN FABRIC UNDER #57 WASHED
NEW PAVEMENT X-SECTION
TILES WALL BE MADE FROM 100% RECYCLED LOW DENSITY
STONE AND WRAP UP SIDE OF CONCRETE BAWD AND
POLYETHYLENE WITH UV STABILIZERS. TILES WILL RATED TO
AROUND FREE ENDS OF WASHED STONE
xor ro SCALE
SUPPORT A MINIMUM OF 35 TONS PER SQUARE FOOT
(UNFILLED). GRID WILL HAVE A MINIMUM WEIGHT OF 2.0
POUNDS PER SQUARE FOOT, INDIVIDUAL TILES WALL CONNECT
TO ONE ANOTHER BY TABS AND SLOTS FORMED INTO THE
TILES (NO CLIPS REQUIRED). MATERIAL WILL BE RESISTANT TO
8 OZ. NONWOVEN FABRIC SPECIFICATION
AMMONIA, ACIDS, STREET SALT, ASPHALT, GASOLINE, AND
MINIMUM GRAB TENSILE STRENGTH (ASTM D4832)- 205 LEIS
INSTALL LOCKABLE,
PETROLEUM DISTILLATES.
MINIMUM PUNCTURE STRE14GTH(ASTM D8241)-525 LBS
MINIMUM APPARENT OPENING SIZE (ASTM D4751) -80 US SIEVE
TRAFFIC BEAR/NG CAP
MINIMUM WATER FLOW RATE (ASTM D4491) -90 GAL/MIN/SF
MINIMUM UV RESISTANCE (ASTM D4355) - 70% RETAINED AT 500 HRS
INSTALL CAP FLUSH WITH
PAVEMENT SURFACE
INFILTRATING PERVIOUS PAVEMENT X-SECTION
INOT TO SCALE
PERVIOUS PA
AGGREGATE BASE
LAYER
Willi
MONITORING WELL
xor TO SCALE
Received
DG) rtii-FC
FnPE!R��VIL?OUS PAVEMENT SIGN
• • u
• • I•
`
• • • •
•
0
I
PERMEABLE PAVEMENT
ACTIVITIES PROHIBITED:
SANDING
RE -SEALING
RE -SURFACING
POWER WASHING
STORAGE OF MULCH OR BOIL
STORAGE OF SNOW PILES
STORAGE OF HEAVY LOADS
APPLICATION OF SALT OR DE-ICERS
6" PERFORATED SCH
40 PVC PIPE
-INSERT PIPE 4"-6"
INTO SOIL SUBGRADE
ASPHALT PAVEMENT, TIE FLUSH TO CONCRETE BAND
1=12'
CONCRETE PERMEABLE GRID PAVERS, FILL CELLS WITH 878 WASHED STONE
rBAND AT EDGES WITH NO BAND, WRAP FABRIC
3000 PSI F UNDER GRID MINIMUM OF 8"
COMPACT SUBGRADE BENEAT14
CONCRETE BAND AND ASPHALT
PAVEMENT
DO NOT COMPACT SUBGRADE BENEATH
PERMEABLE PAVEMENT. SCARIFY SUBGRADE
IMMEDIATELY BEFORE INSTALLATION OF FABRIC
O
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PERMEABLE GRID SPECIFICATION
WASHED STONE
GRID TILES WILL BE 2' THICK AND 12" TO I IN WIDTH AND
�8"#57
LENGTH. EACH TILE WILL HAVE 25INDMDUAL CELLS. GRID
INSTALL 8 OZ. NONWOVEN FABRIC UNDER 057 WASHED
18"x24" SIGN. NC
71LES WILL BE MADE FROM 100% RECYCLED LOW DENSITY
STONE AND WRAP UP SIDE OF CONCRETE BAND AND
DINT CAN PROVIDE
POLYETHYLENE WITH UV STABILIZERS. TILES WILL RATED TO
AROUND FREE ENDS OF WASHED STONE
IMAGE 77 r SIGN /F
SUPPORT A MINIMUM OF 35 TONS PER SQUARE FOOT
DESIRED. SIGN DOES
(UNFILLED). GRID WILL HAVE A MINIMUM WEIGHT OF 2.0
NOT HAVE TO BE W
COLOR
POUNDS PER SQUARE FOOT. INDIVIDUAL TILES WILL CONNECT
g OZ. NONWOVEN FABRIC SPECIFICATION
TO ONE ANOTHER BY TABS AND SLOTS FORMED INTO THE
MINIMUM GRAB TENSILE STRENGTH (ASTM D4832) - 205 LBS
TILES (NO CLIPS REQUIRED). MATERUIL WILL BE RESISTANT TO
MINIMUM PUNCTURE STRENGTH (ASTM D8241) - 525 LBS
DaIC:
AMMONIA, ACIDS, STREET SALT, ASPHALT, GASOLINE, AND
MINIMUM APPARENT OPENING SIZE (ASTM D4751)-80 US SIEVE
6/20A2019
PETROLEUM DISTILLATES.
MINIMUM WATER FLOW RATE (ASTM D4491).90 GALIMINISF
Fie Name:
MINIMUM UV RESISTANCE(ASTM D4355)- 70% RETAINED AT 500 HRS
rodanthe.dwg
EXEMPT PERVIOUS PAVEMENT X-SECTION
Sumayed: MRL
Designed: ws
xor TO SCALE
Drawn: 5
Approved:
44
Sheet No.
8.0

NORTH
CAROLINA
OWNER: Dare County
P.O. Box 1000
Manteo, NC 27959
PH:252-475-5811
FAX: [phone]
RODANTHE BOATING ACCESS AREA
New Access Area Project
RECEIVED
PROJECT PARTNER/AUTHORIZED AGENT: AUG 2 0 Z019
North Carolina Wildlife Resources Commission
Division of Engineering & Lands Management DGM-MHD CITY
Engineer: Sara Sherman, PE
1720 Mail Service Center
Ralegh, NC 27699
PH:919-707-0150
FAX: [phone]
Sheet Index--CAMA Major Permit Drawings
1.0 - Existing Site Conditions
1.OA - Existing Site Conditions with Aerial Photo
1.1 - Existing Stormwater Plan and Drainage Areas
1.2 - Federal Navigation Channel
2.0 - Proposed Site Plan Overview
2.1 - Proposed Plan Details and Dimensions
2.2 - Stormwater Management Modification
2.3 - Ramp Area Details
2.4 - Marine Construction Details: Vinyl, Pile, and Whalers Layout
2.5 - Marine Construction Details: Decking Layout Details
2.6 - Areas of Excavation, Grading, and Fill
3.0 - Grading Plan
6.0 - Ramp Profiles
6.1 - Dock Profiles
6.2 - Vinyl Wall Profiles
8.0 - Details
eCetwu
DCMEc
23170 Myrna Peters Rd
Rodanthe, NC 27959
CAMA PERMIT DRAWINGS
I Original Submittal - 6/20/2019
Rev' s d - 7/22/2019
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Rodanthe
Breach
Long Term
Improvements
TIP B-2500B
Preliminary
unsdictional Determination
Vicinity Map
Dare County,
North Carolina
Date:
December 2017
Scale:0 500 1,000 Feet
I r 1
Job No.:
17-203
Drawn By:
Checked By:
ETM
MGW
Figure
1

Delineation Study Area
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RECEIVED
AUG202019
OCM-MHD CITY
USGS The National Maps National Boundaries Dalaset, National Elevation Dataset, Geographic Names Information System, National
Hydrography Dataset, National Land Cover Database, National Structures Dataset, and National Transportation Dataset, l/.S. Census Bureau J
- TIGER/Line: HERE Road Data
Rodanthe
Breach
Long Term
Improvements
TIP B-2500B
Preliminary
fictional Determination
Topographic Map
Dare County,
North Carolina
Date.
December 2017
Scale'0 500 1,000 Feet
I I I
Job No.:
17-203
Drawn By.
Checked By.
ETM
I MGW
Figure

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Rodanthe
Breach
Long Term
Improvements
TIP B-2500B
Preliminary
urisdictional Determination
Potential Jurisdictional
Features Map
Dare County,
North Carolina
Date
December 2017
Scale 500 1,000 Feet
I i I
Job No
17-203
Drawn By
Checked By:
ETM
MGW
Figure
3

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Rodanthe
Breach
Long Term
Improvements
TIP B-2500B
Preliminary
Jurisdictional Determination
Potential Jurisdictional
Features Map
Dare County,
North Carolim
Dale.
December 2017
Scale 200 400 Feet
I i I
Job No.:
17-203
Drawn By:
Checked By:
ETM
MGW
Figure
3-1

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Rodanthe
Breach
Long Term
Improvements
TIP B-2500B
Preliminary
Jurisdictional Determination
Potential Jurisdictional
Features Map
Dare County,
North Carolina
Date:
December 2017
Scale:0 200 400 Feet
i I
Job No.:
17-203
Drawn By:
Checked By:
ETM
MGW
Figure
3-2

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A
Rodanthe
Breach
Long Term
Improvements
TIP B-2500B
Preliminary
Jurisdictional Determination
Potential Jurisdictional
Features Map
Dare County,
North Carolina
Date:
December 2017
Scale:0 200 4D0 Feet
I i I
Job No.:
17-203
Drawn By:
Checked By.
ETM
I MGW
Figure
3-3